[Title 29 CFR ]
[Code of Federal Regulations (annual edition) - July 1, 2009 Edition]
[From the U.S. Government Printing Office]



[[Page i]]

          

          29


          Part 1926

                         Revised as of July 1, 2009


          Labor
          



________________________

          Containing a codification of documents of general 
          applicability and future effect

          As of July 1, 2009
          With Ancillaries
                    Published by
                    Office of the Federal Register
                    National Archives and Records
                    Administration
                    A Special Edition of the Federal Register

[[Page ii]]

          U.S. GOVERNMENT OFFICIAL EDITION NOTICE

          Legal Status and Use of Seals and Logos
          
          
          The seal of the National Archives and Records Administration 
              (NARA) authenticates the Code of Federal Regulations (CFR) as 
              the official codification of Federal regulations established 
              under the Federal Register Act. Under the provisions of 44 
              U.S.C. 1507, the contents of the CFR, a special edition of the 
              Federal Register, shall be judicially noticed. The CFR is 
              prima facie evidence of the original documents published in 
              the Federal Register (44 U.S.C. 1510).

          It is prohibited to use NARA's official seal and the stylized Code 
              of Federal Regulations logo on any republication of this 
              material without the express, written permission of the 
              Archivist of the United States or the Archivist's designee. 
              Any person using NARA's official seals and logos in a manner 
              inconsistent with the provisions of 36 CFR part 1200 is 
              subject to the penalties specified in 18 U.S.C. 506, 701, and 
              1017.

          Use of ISBN Prefix

          This is the Official U.S. Government edition of this publication 
              and is herein identified to certify its authenticity. Use of 
              the 0-16 ISBN prefix is for U.S. Government Printing Office 
              Official Editions only. The Superintendent of Documents of the 
              U.S. Government Printing Office requests that any reprinted 
              edition clearly be labeled as a copy of the authentic work 
              with a new ISBN.

              
              
          U . S . G O V E R N M E N T P R I N T I N G O F F I C E

          ------------------------------------------------------------------

          U.S. Superintendent of Documents  Washington, DC 
              20402-0001

          http://bookstore.gpo.gov

          Phone: toll-free (866) 512-1800; DC area (202) 512-1800

[[Page iii]]




                            Table of Contents



                                                                    Page
  Explanation.................................................       v

  Title 29:
    SUBTITLE B--Regulations Relating to Labor (Continued)
          Chapter XVII--Occupational Safety and Health 
          Administration, Department of Labor (Continued)            5
  Finding Aids:
      Table of CFR Titles and Chapters........................     639
      Alphabetical List of Agencies Appearing in the CFR......     657
      List of CFR Sections Affected...........................     667

[[Page iv]]





                     ----------------------------

                     Cite this Code: CFR
                     To cite the regulations in 
                       this volume use title, 
                       part and section number. 
                       Thus, 29 CFR 1926.1 refers 
                       to title 29, part 1926, 
                       section 1.

                     ----------------------------

[[Page v]]



                               EXPLANATION

    The Code of Federal Regulations is a codification of the general and 
permanent rules published in the Federal Register by the Executive 
departments and agencies of the Federal Government. The Code is divided 
into 50 titles which represent broad areas subject to Federal 
regulation. Each title is divided into chapters which usually bear the 
name of the issuing agency. Each chapter is further subdivided into 
parts covering specific regulatory areas.
    Each volume of the Code is revised at least once each calendar year 
and issued on a quarterly basis approximately as follows:

Title 1 through Title 16.................................as of January 1
Title 17 through Title 27..................................as of April 1
Title 28 through Title 41...................................as of July 1
Title 42 through Title 50................................as of October 1

    The appropriate revision date is printed on the cover of each 
volume.

LEGAL STATUS

    The contents of the Federal Register are required to be judicially 
noticed (44 U.S.C. 1507). The Code of Federal Regulations is prima facie 
evidence of the text of the original documents (44 U.S.C. 1510).

HOW TO USE THE CODE OF FEDERAL REGULATIONS

    The Code of Federal Regulations is kept up to date by the individual 
issues of the Federal Register. These two publications must be used 
together to determine the latest version of any given rule.
    To determine whether a Code volume has been amended since its 
revision date (in this case, July 1, 2009), consult the ``List of CFR 
Sections Affected (LSA),'' which is issued monthly, and the ``Cumulative 
List of Parts Affected,'' which appears in the Reader Aids section of 
the daily Federal Register. These two lists will identify the Federal 
Register page number of the latest amendment of any given rule.

EFFECTIVE AND EXPIRATION DATES

    Each volume of the Code contains amendments published in the Federal 
Register since the last revision of that volume of the Code. Source 
citations for the regulations are referred to by volume number and page 
number of the Federal Register and date of publication. Publication 
dates and effective dates are usually not the same and care must be 
exercised by the user in determining the actual effective date. In 
instances where the effective date is beyond the cut-off date for the 
Code a note has been inserted to reflect the future effective date. In 
those instances where a regulation published in the Federal Register 
states a date certain for expiration, an appropriate note will be 
inserted following the text.

OMB CONTROL NUMBERS

    The Paperwork Reduction Act of 1980 (Pub. L. 96-511) requires 
Federal agencies to display an OMB control number with their information 
collection request.

[[Page vi]]

Many agencies have begun publishing numerous OMB control numbers as 
amendments to existing regulations in the CFR. These OMB numbers are 
placed as close as possible to the applicable recordkeeping or reporting 
requirements.

OBSOLETE PROVISIONS

    Provisions that become obsolete before the revision date stated on 
the cover of each volume are not carried. Code users may find the text 
of provisions in effect on a given date in the past by using the 
appropriate numerical list of sections affected. For the period before 
January 1, 1986, consult either the List of CFR Sections Affected, 1949-
1963, 1964-1972, or 1973-1985, published in seven separate volumes. For 
the period beginning January 1, 1986, a ``List of CFR Sections 
Affected'' is published at the end of each CFR volume.

INCORPORATION BY REFERENCE

    What is incorporation by reference? Incorporation by reference was 
established by statute and allows Federal agencies to meet the 
requirement to publish regulations in the Federal Register by referring 
to materials already published elsewhere. For an incorporation to be 
valid, the Director of the Federal Register must approve it. The legal 
effect of incorporation by reference is that the material is treated as 
if it were published in full in the Federal Register (5 U.S.C. 552(a)). 
This material, like any other properly issued regulation, has the force 
of law.
    What is a proper incorporation by reference? The Director of the 
Federal Register will approve an incorporation by reference only when 
the requirements of 1 CFR part 51 are met. Some of the elements on which 
approval is based are:
    (a) The incorporation will substantially reduce the volume of 
material published in the Federal Register.
    (b) The matter incorporated is in fact available to the extent 
necessary to afford fairness and uniformity in the administrative 
process.
    (c) The incorporating document is drafted and submitted for 
publication in accordance with 1 CFR part 51.
    Properly approved incorporations by reference in this volume are 
listed in the Finding Aids at the end of this volume.
    What if the material incorporated by reference cannot be found? If 
you have any problem locating or obtaining a copy of material listed in 
the Finding Aids of this volume as an approved incorporation by 
reference, please contact the agency that issued the regulation 
containing that incorporation. If, after contacting the agency, you find 
the material is not available, please notify the Director of the Federal 
Register, National Archives and Records Administration, Washington DC 
20408, or call 202-741-6010.

CFR INDEXES AND TABULAR GUIDES

    A subject index to the Code of Federal Regulations is contained in a 
separate volume, revised annually as of January 1, entitled CFR Index 
and Finding Aids. This volume contains the Parallel Table of Statutory 
Authorities and Agency Rules (Table I). A list of CFR titles, chapters, 
and parts and an alphabetical list of agencies publishing in the CFR are 
also included in this volume.
    An index to the text of ``Title 3--The President'' is carried within 
that volume.
    The Federal Register Index is issued monthly in cumulative form. 
This index is based on a consolidation of the ``Contents'' entries in 
the daily Federal Register.
    A List of CFR Sections Affected (LSA) is published monthly, keyed to 
the revision dates of the 50 CFR titles.

[[Page vii]]


REPUBLICATION OF MATERIAL

    There are no restrictions on the republication of material appearing 
in the Code of Federal Regulations.

INQUIRIES

    For a legal interpretation or explanation of any regulation in this 
volume, contact the issuing agency. The issuing agency's name appears at 
the top of odd-numbered pages.
    For inquiries concerning CFR reference assistance, call 202-741-6000 
or write to the Director, Office of the Federal Register, National 
Archives and Records Administration, Washington, DC 20408 or e-mail 
[email protected].

SALES

    The Government Printing Office (GPO) processes all sales and 
distribution of the CFR. For payment by credit card, call toll-free, 
866-512-1800, or DC area, 202-512-1800, M-F 8 a.m. to 4 p.m. e.s.t. or 
fax your order to 202-512-2250, 24 hours a day. For payment by check, 
write to: US Government Printing Office - New Orders, P.O. Box 979050, 
St. Louis, MO 63197-9000. For GPO Customer Service call 202-512-1803.

ELECTRONIC SERVICES

    The full text of the Code of Federal Regulations, the LSA (List of 
CFR Sections Affected), The United States Government Manual, the Federal 
Register, Public Laws, Public Papers, Weekly Compilation of Presidential 
Documents and the Privacy Act Compilation are available in electronic 
format at www.gpoaccess.gov/nara (``GPO Access''). For more information, 
contact Electronic Information Dissemination Services, U.S. Government 
Printing Office. Phone 202-512-1530, or 888-293-6498 (toll-free). E-
mail, [email protected].
    The Office of the Federal Register also offers a free service on the 
National Archives and Records Administration's (NARA) World Wide Web 
site for public law numbers, Federal Register finding aids, and related 
information. Connect to NARA's web site at www.archives.gov/federal-
register. The NARA site also contains links to GPO Access.

    Raymond A. Mosley,
    Director,
    Office of the Federal Register.
    July 1, 2009.







[[Page ix]]



                               THIS TITLE

    Title 29--Labor is composed of nine volumes. The parts in these 
volumes are arranged in the following order: parts 0-99, parts 100-499, 
parts 500-899, parts 900-1899, part 1900-Sec.  1910.999, part 1910.1000-
end of part 1910, parts 1911-1925, part 1926, and part 1927 to end. The 
contents of these volumes represent all current regulations codified 
under this title as of July 1, 2009.

    The OMB control numbers for title 29 CFR part 1910 appear in Sec.  
1910.8. For the convenience of the user, Sec.  1910.8 appears in the 
Finding Aids section of the volume containing Sec.  1910.1000 to the 
end.

    Subject indexes appear following the occupational safety and health 
standards (part 1910), and following the safety and health regulations 
for: Longshoring (part 1918), Gear Certification (part 1919), and 
Construction (part 1926).

    For this volume, Jonn V. Lilyea was Chief Editor. The Code of 
Federal Regulations publication program is under the direction of 
Michael L. White, assisted by Ann Worley.


[[Page 1]]



                             TITLE 29--LABOR




                     (This book contains part 1926)

  --------------------------------------------------------------------

          SUBTITLE B--Regulations Relating to Labor (Continued)

                                                                    Part

chapter xvii--Occupational Safety and Health Administration, 
  Department of Labor (Continued)...........................        1926

[[Page 3]]

          Subtitle B--Regulations Relating to Labor (Continued)

[[Page 5]]



CHAPTER XVII--OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, DEPARTMENT 
                          OF LABOR (CONTINUED)




  --------------------------------------------------------------------
Part                                                                Page
1926            Safety and health regulations for 
                    construction............................           7
                Subject index to Part 1926--Safety and 
                    health regulations for construction.....         628

[[Page 7]]



PART 1926_SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION--Table of Contents




Sec.

                            Subpart A_General

1926.1 Purpose and scope.
1926.2 Variances from safety and health standards.
1926.3 Inspections--right of entry.
1926.4 Rules of practice for administrative adjudications for 
          enforcement of safety and health standards.
1926.5 OMB control numbers under the Paperwork Reduction Act.

                    Subpart B_General Interpretations

1926.10 Scope of subpart.
1926.11 Coverage under section 103 of the act distinguished.
1926.12 Reorganization Plan No. 14 of 1950.
1926.13 Interpretation of statutory terms.
1926.14 Federal contract for ``mixed'' types of performance.
1926.15 Relationship to the Service Contract Act; Walsh-Healey Public 
          Contracts Act.
1926.16 Rules of construction.

             Subpart C_General Safety and Health Provisions

1926.20 General safety and health provisions.
1926.21 Safety training and education.
1926.22 Recording and reporting of injuries. [Reserved]
1926.23 First aid and medical attention.
1926.24 Fire protection and prevention.
1926.25 Housekeeping.
1926.26 Illumination.
1926.27 Sanitation.
1926.28 Personal protective equipment.
1926.29 Acceptable certifications.
1926.30 Shipbuilding and ship repairing.
1926.31 Incorporation by reference.
1926.32 Definitions.
1926.33 Access to employee exposure and medical records.
1926.34 Means of egress.
1926.35 Employee emergency action plans.

        Subpart D_Occupational Health and Environmental Controls

1926.50 Medical services and first aid.
1926.51 Sanitation.
1926.52 Occupational noise exposure.
1926.53 Ionizing radiation.
1926.54 Nonionizing radiation.
1926.55 Gases, vapors, fumes, dusts, and mists.
1926.56 Illumination.
1926.57 Ventilation.
1926.58 [Reserved]
1926.59 Hazard communication.
1926.60 Methylenedianiline.
1926.61 Retention of DOT markings, placards and labels.
1926.62 Lead.
1926.64 Process safety management of highly hazardous chemicals.
1926.65 Hazardous waste operations and emergency response.
1926.66 Criteria for design and construction of spray booths.

         Subpart E_Personal Protective and Life Saving Equipment

1926.95 Criteria for personal protective equipment.
1926.96 Occupational foot protection.
1926.97-1926.98 [Reserved]
1926.100 Head protection.
1926.101 Hearing protection.
1926.102 Eye and face protection.
1926.103 Respiratory protection.
1926.104 Safety belts, lifelines, and lanyards.
1926.105 Safety nets.
1926.106 Working over or near water.
1926.107 Definitions applicable to this subpart.

                Subpart F_Fire Protection and Prevention

1926.150 Fire protection.
1926.151 Fire prevention.
1926.152 Flammable and combustible liquids.
1926.153 Liquefied petroleum gas (LP-Gas).
1926.154 Temporary heating devices.
1926.155 Definitions applicable to this subpart.

                Subpart G_Signs, Signals, and Barricades

1926.200 Accident prevention signs and tags.
1926.201 Signaling.
1926.202 Barricades.
1926.203 Definitions applicable to this subpart.

        Subpart H_Materials Handling, Storage, Use, and Disposal

1926.250 General requirements for storage.
1926.251 Rigging equipment for material handling.
1926.252 Disposal of waste materials.

                     Subpart I_Tools_Hand and Power

1926.300 General requirements.
1926.301 Hand tools.
1926.302 Power-operated hand tools.
1926.303 Abrasive wheels and tools.
1926.304 Woodworking tools.
1926.305 Jacks--lever and ratchet, screw, and hydraulic.
1926.306 Air receivers.
1926.307 Mechanical power-transmission apparatus.

[[Page 8]]

                      Subpart J_Welding and Cutting

1926.350 Gas welding and cutting.
1926.351 Arc welding and cutting.
1926.352 Fire prevention.
1926.353 Ventilation and protection in welding, cutting, and heating.
1926.354 Welding, cutting, and heating in way of preservative coatings.

                          Subpart K_Electrical

                                 General

1926.400 Introduction.
1926.401 [Reserved]

                    Installation Safety Requirements

1926.402 Applicability.
1926.403 General requirements.
1926.404 Wiring design and protection.
1926.405 Wiring methods, components, and equipment for general use.
1926.406 Specific purpose equipment and installations.
1926.407 Hazardous (classified) locations.
1926.408 Special systems.
1926.409-1926.415 [Reserved]

                      Safety-Related Work Practices

1926.416 General requirements.
1926.417 Lockout and tagging of circuits.
1926.418-1926.430 [Reserved]

       Safety-Related Maintenance and Environmental Considerations

1926.431 Maintenance of equipment.
1926.432 Environmental deterioration of equipment.
1926.433-1926.440 [Reserved]

                Safety Requirements for Special Equipment

1926.441 Batteries and battery charging.
1926.442-1926.448 [Reserved]

                               Definitions

1926.449 Definitions applicable to this subpart.

                           Subpart L_Scaffolds

1926.450 Scope, application and definitions applicable to this subpart.
1926.451 General requirements.
1926.452 Additional requirements applicable to specific types of 
          scaffolds.
1926.453 Aerial lifts.
1926.454 Training requirements.

Appendix A to Subpart L--Scaffold Specifications
Appendix B to Subpart L--Criteria for Determining the Feasibility of 
          Providing Safe Access and Fall Protection for Scaffold 
          Erectors and Dismantlers [Reserved]
Appendix C to Subpart L--List of National Consensus Standards
Appendix D to Subpart L--List of Training Topics for Scaffold Erectors 
          and Dismantlers [Reserved]
Appendix E to Subpart L--Drawings and Illustrations

                        Subpart M_Fall Protection

1926.500 Scope, application, and definitions applicable to this subpart.
1926.501 Duty to have fall protection.
1926.502 Fall protection systems criteria and practices.
1926.503 Training requirements.

Appendix A to Subpart M--Determining Roof Widths
Appendix B to Subpart M--Guardrail Systems
Appendix C to Subpart M--Personal Fall Arrest Systems
Appendix D to Subpart M--Positioning Device Systems
Appendix E to Subpart M--Sample Fall Protection Plans

      Subpart N_Cranes, Derricks, Hoists, Elevators, and Conveyors

1926.550 Cranes and derricks.
1926.551 Helicopters.
1926.552 Material hoists, personnel hoists, and elevators.
1926.553 Base-mounted drum hoists.
1926.554 Overhead hoists.
1926.555 Conveyors.

  Subpart O_Motor Vehicles, Mechanized Equipment, and Marine Operations

1926.600 Equipment.
1926.601 Motor vehicles.
1926.602 Material handling equipment.
1926.603 Pile driving equipment.
1926.604 Site clearing.
1926.605 Marine operations and equipment.
1926.606 Definitions applicable to this subpart.

                          Subpart P_Excavations

1926.650 Scope, application, and definitions applicable to this subpart.
1926.651 Specific excavation requirements.
1926.652 Requirements for protective systems.

Appendix A to Subpart P--Soil Classification
Appendix B to Subpart P--Sloping and Benching
Appendix C to Subpart P--Timber Shoring for Trenches
Appendix D to Subpart P--Aluminum Hydraulic Shoring for Trenches
Appendix E to Subpart P--Alternatives to Timber Shoring

[[Page 9]]

Appendix F to Subpart P--Selection of Protective Systems

               Subpart Q_Concrete and Masonry Construction

1926.700 Scope, application, and definitions applicable to this subpart.
1926.701 General requirements.
1926.702 Requirements for equipment and tools.
1926.703 Requirements for cast-in-place concrete.
1926.704 Requirements for precast concrete.
1926.705 Requirements for lift-slab construction operations.
1926.706 Requirements for masonry construction.

Appendix A to Subpart Q--References to Subpart Q of Part 1926

                        Subpart R_Steel Erection

1926.750 Scope.
1926.751 Definitions.
1926.752 Site layout, site-specific erection plan and construction 
          sequence.
1926.753 Hoisting and rigging.
1926.754 Structural steel assembly.
1926.755 Column anchorage.
1926.756 Beams and columns.
1926.757 Open web steel joists.
1926.758 Systems-engineered metal buildings.
1926.759 Falling object protection.
1926.760 Fall protection.
1926.761 Training.

Appendix A to Subpart R--Guidelines for establishing the components of a 
          site-specific erection plan: Non-Mandatory Guidelines for 
          Complying with Sec. 1926.752(e)
Appendix B to Subpart R [Reserved]
Appendix C to Subpart R--Illustrations of bridging terminus points: Non-
          Mandatory Guidelines for Complying with Sec. 1926.757(a)(10) 
          and Sec. 1926.757(c)(5)
Appendix D to Subpart R--Illustration of the use of control lines to 
          demarcate controlled decking zones (CDZs): Non-Mandatory 
          Guidelines for Complying with Sec. 1926.760(c)(3)
Appendix E to Subpart R--Training: Non-Mandatory Guidelines for 
          Complying with Sec. 1926.761
Appendix F to Subpart R--Perimeter columns: Non-Mandatory Guidelines for 
          Complying with Sec. 1926.756(e) To Protect the Unprotected 
          Side or Edge of a Walking/Working Surface
Appendix G to Subpart R--Fall protection systems criteria and practices 
          from Sec. 1926.502: Non-Mandatory Guidelines for Complying 
          with Complying with Sec. 1926.760(d)
Appendix H to Subpart R--Double connections: Illustration of a clipped 
          end connection and a staggered connection: Non-Mandatory 
          Guidelines for Complying with Complying with Sec. 
          1926.756(c)(1)

Subpart S_Underground Construction, Caissons, Cofferdams and Compressed 
                                   Air

1926.800 Underground construction.
1926.801 Caissons.
1926.802 Cofferdams.
1926.803 Compressed air.
1926.804 Definitions applicable to this subpart.

Appendix A to Subpart S--Decompression Tables

                          Subpart T_Demolition

1926.850 Preparatory operations.
1926.851 Stairs, passageways, and ladders.
1926.852 Chutes.
1926.853 Removal of materials through floor openings.
1926.854 Removal of walls, masonry sections, and chimneys.
1926.855 Manual removal of floors.
1926.856 Removal of walls, floors, and material with equipment.
1926.857 Storage.
1926.858 Removal of steel construction.
1926.859 Mechanical demolition.
1926.860 Selective demolition by explosives.

              Subpart U_Blasting and the Use of Explosives

1926.900 General provisions.
1926.901 Blaster qualifications.
1926.902 Surface transportation of explosives.
1926.903 Underground transportation of explosives.
1926.904 Storage of explosives and blasting agents.
1926.905 Loading of explosives or blasting agents.
1926.906 Initiation of explosive charges--electric blasting.
1926.907 Use of safety fuse.
1926.908 Use of detonating cord.
1926.909 Firing the blast.
1926.910 Inspection after blasting.
1926.911 Misfires.
1926.912 Underwater blasting.
1926.913 Blasting in excavation work under compressed air.
1926.914 Definitions applicable to this subpart.

              Subpart V_Power Transmission and Distribution

1926.950 General requirements.
1926.951 Tools and protective equipment.
1926.952 Mechanical equipment.
1926.953 Material handling.

[[Page 10]]

1926.954 Grounding for protection of employees.
1926.955 Overhead lines.
1926.956 Underground lines.
1926.957 Construction in energized substations.
1926.958 External load helicopters.
1926.959 Lineman's body belts, safety straps, and lanyards.
1926.960 Definitions applicable to this subpart.

      Subpart W_Rollover Protective Structures; Overhead Protection

1926.1000 Rollover protective structures (ROPS) for material handling 
          equipment.
1926.1001 Minimum performance criteria for rollover protective 
          structures for designated scrapers, loaders, dozers, graders, 
          and crawler tractors.
1926.1002 Protective frames (roll-over protective structures, known as 
          ROPS) for wheel-type agricultural and industrial tractors used 
          in construction.
1926.1003 Overhead protection for operators of agricultural and 
          industrial tractors used in construction.

Appendix A to Subpart W--Figures W-14 through W-28

                     Subpart X_Stairways and Ladders

1926.1050 Scope, application, and definitions applicable to this 
          subpart.
1926.1051 General requirements.
1926.1052 Stairways.
1926.1053 Ladders.
1926.1054-1926.1059 [Reserved]
1926.1060 Training requirements.

Appendix A to Subpart X--Ladders

                            Subpart Y_Diving

                                 General

1926.1071 Scope and application.
1926.1072 Definitions.

                         Personnel Requirements

1926.1076 Qualifications of dive team.

                      General Operations Procedures

1926.1080 Safe practices manual.
1926.1081 Pre-dive procedures.
1926.1082 Procedures during dive.
1926.1083 Post-dive procedures.

                     Specific Operations Procedures

1926.1084 SCUBA diving.
1926.1085 Surface-supplied air diving.
1926.1086 Mixed-gas diving.
1926.1087 Liveboating.

                  Equipment Procedures and Requirements

1926.1090 Equipment.

                              Recordkeeping

1926.1091 Recordkeeping requirements.

Appendix A to Subpart Y--Examples of Conditions Which May Restrict or 
          Limit Exposure to Hyperbaric Conditions
Appendix B to Subpart Y--Guidelines for Scientific Diving

                Subpart Z_Toxic and Hazardous Substances

1926.1100 [Reserved]
1926.1101 Asbestos.
1926.1102 Coal tar pitch volatiles; interpretation of term.
1926.1103 13 carcinogens (4-Nitrobiphenyl, etc.).
1926.1104 alpha-Naphthylamine.
1926.1105 [Reserved]
1926.1106 Methyl chloromethyl ether.
1926.1107 3,3'-Dichlorobenzidiene (and its salts).
1926.1108 bis-Chloromethyl ether.
1926.1109 beta-Naphthylamine.
1926.1110 Benzidine.
1926.1111 4-Aminodiphenyl.
1926.1112 Ethyleneimine.
1926.1113 beta-Propiolactone.
1926.1114 2-Acetylaminofluorene.
1926.1115 4-Dimethylaminoazobenzene.
1926.1116 N-Nitrosodimethylamine.
1926.1117 Vinyl chloride.
1926.1118 Inorganic arsenic.
1926.1126 Chromium (VI).
1926.1127 Cadmium.
1926.1128 Benzene.
1926.1129 Coke oven emissions.
1926.1144 1,2-dibromo-3-chloropropane.
1926.1145 Acrylonitrile.
1926.1147 Ethylene oxide.
1926.1148 Formaldehyde.
1926.1152 Methylene chloride.

Appendix A to Part 1926--Designations for General Industry Standards 
          Incorporated Into Body of Construction Standards

    Source: 44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, unless 
otherwise noted.

    Editorial Note: At 44 FR 8577, Feb. 9, 1979, and corrected at 44 FR 
20940, Apr. 6, 1979, OSHA reprinted without change the entire text of 29 
CFR part 1926 together with certain General Industry Occupational Safety 
and Health Standards contained in 29 CFR part 1910, which have been 
identified as also applicable to construction work. This republication 
developed a single set of OSHA regulations for both labor and management 
forces within the construction industry.

[[Page 11]]



                            Subpart A_General

    Authority: Sec. 3704, Contract Work Hours and Safety Standards Act 
(40 U.S.C. 333); secs. 4, 6, and 8, Occupational Safety and Health Act 
of 1970 (29 U.S.C. 653, 655, 657); Secretary of Labor's Order No. 12-71 
(36 FR 8754), 8-76 (41 FR 25059), 9-83 (48 FR 35736), 6-96 (62 FR 111), 
or 5-2007 (72 FR 31160) as applicable; and 29 CFR part 1911.



Sec. 1926.1  Purpose and scope.

    (a) This part sets forth the safety and health standards promulgated 
by the Secretary of Labor under section 107 of the Contract Work Hours 
and Safety Standards Act. The standards are published in subpart C of 
this part and following subparts.
    (b) Subpart B of this part contains statements of general policy and 
interpretations of section 107 of the Contract Work Hours and Safety 
Standards Act having general applicability.



Sec. 1926.2  Variances from safety and health standards.

    (a) Variances from standards which are, or may be, published in this 
part may be granted under the same circumstances whereunder variances 
may be granted under section 6(b)(A) or 6(d) of the Williams-Steiger 
Occupational Safety and Health Act of 1970 (29 U.S.C. 65). The 
procedures for the granting of variances and for related relief under 
this part are those published in part 1905 of this title.
    (b) Any requests for variances under this section shall also be 
considered requests for variances under the Williams-Steiger 
Occupational Safety and Health Act of 1970, and any requests for 
variances under Williams-Steiger Occupational Safety and Health Act with 
respect to construction safety or health standards shall be considered 
to be also variances under the Construction Safety Act. Any variance 
from a construction safety or health standard which is contained in this 
part and which is incorporated by reference in part 1910 of this title 
shall be deemed a variance from the standard under both the Construction 
Safety Act and the Williams-Steiger Occupational Safety and Health Act 
of 1970.



Sec. 1926.3  Inspections--right of entry.

    (a) It shall be a condition of each contract which is subject to 
section 107 of the Contract Work Hours and Safety Standards Act that the 
Secretary of Labor or any authorized representative shall have a right 
of entry to any site of contract performance for the following purposes:
    (1) To inspect or investigate the matter of compliance with the 
safety and health standards contained in subpart C of this part and 
following subparts; and
    (2) To carry out the duties of the Secretary under section 107(b) of 
the Act.
    (b) For the purpose of carrying out his investigative duties under 
the Act, the Secretary of Labor may, by agreement, use with or without 
reimbursement the services, personnel, and facilities of any State or 
Federal agency. Any agreements with States under this section shall be 
similar to those provided for under the Walsh-Healey Public Contracts 
Act under 41 CFR part 50-205.



Sec. 1926.4  Rules of practice for administrative adjudications for 

enforcement of safety and health standards.

    (a) The rules of practice for administrative adjudications for the 
enforcement of the safety and health standards contained in subpart C of 
this part and the following subparts shall be the same as those 
published in part 6 of this title with respect to safety and health 
violations of the Service Contract Act of 1965 (69 Stat. 1035), except 
as provided in paragraph (b) of this section.
    (b) In the case of debarment, the findings required by section 
107(d) of the Act shall be made by the hearing examiner or the Assistant 
Secretary of Labor for Occupational Safety and Health, as the case may 
be. Whenever, as provided in section 107(d)(2), a contractor requests 
termination of debarment before the end of the 3-year period prescribed 
in that section, the request shall be filed in writing with the 
Assistant Secretary of Labor for Occupational Safety and Health who 
shall publish a notice in the Federal Register that the request has been 
received and afford interested persons an

[[Page 12]]

opportunity to be heard upon the request, and thereafter the provisions 
of part 6 of this title shall apply with respect to prehearing 
conferences, hearings and related matters, and decisions and orders.



Sec. 1926.5  OMB control numbers under the Paperwork Reduction Act.

    The following sections or paragraphs each contain a collection of 
information requirement which has been approved by the Office of 
Management and Budget under the control number listed.

------------------------------------------------------------------------
                                                                  OMB
                       29 CFR citation                          control
                                                                  No.
------------------------------------------------------------------------
1926.33.....................................................   1218-0065
1926.50.....................................................   1218-0093
1926.52.....................................................   1218-0048
1926.53.....................................................   1218-0103
1926.59.....................................................   1218-0072
1926.60.....................................................   1218-0183
1926.62.....................................................   1218-0189
1926.64.....................................................   1218-0200
1926.65.....................................................   1218-0202
1926.103....................................................   1218-0099
1926.200....................................................   1218-0132
1926.250....................................................   1218-0093
1926.251....................................................   1218-0233
1926.403....................................................   1218-0130
1926.404....................................................   1218-0130
1926.405....................................................   1218-0130
1926.407....................................................   1218-0130
1926.408....................................................   1218-0130
1926.453(a)(2)..............................................   1218-0216
1926.502....................................................   1218-0197
1926.503....................................................   1218-0197
1926.550(a)(1)..............................................   1218-0115
1926.550(a)(2)..............................................   1218-0115
1926.550(a)(4)..............................................   1218-0115
1926.550(a)(6)..............................................   1218-0113
1926.550(a)(11).............................................   1218-0054
1926.550(a)(16).............................................   1218-0115
1926.550(b)(2)..............................................   1218-0232
1926.550(g).................................................   1218-0151
1926.552....................................................   1218-0231
1926.652....................................................   1218-0137
1926.703....................................................   1218-0095
1926.800....................................................   1218-0067
1926.803....................................................   1218-0067
1926.900....................................................   1218-0217
1926.903....................................................   1218-0227
1926.1080...................................................   1218-0069
1926.1081...................................................   1218-0069
1926.1083...................................................   1218-0069
1926.1090...................................................   1218-0069
1926.1091...................................................   1218-0069
1926.1101...................................................   1218-0134
1926.1103...................................................   1218-0085
1926.1104...................................................   1218-0084
1926.1106...................................................   1218-0086
1926.1107...................................................   1218-0083
1926.1108...................................................   1218-0087
1926.1109...................................................   1218-0089
1926.1110...................................................   1218-0082
1926.1111...................................................   1218-0090
1926.1112...................................................   1218-0080
1926.1113...................................................   1218-0079
1926.1114...................................................   1218-0088
1926.1115...................................................   1218-0044
1926.1116...................................................   1218-0081
1926.1117...................................................   1218-0010
1926.1118...................................................   1218-0104
1926.1126...................................................   1218-0252
1926.1127...................................................   1218-0186
1926.1128...................................................   1218-0129
1926.1129...................................................   1218-0128
1926.1144...................................................   1218-0101
1926.1145...................................................   1218-0126
1926.1147...................................................   1218-0108
1926.1148...................................................   1218-0145
------------------------------------------------------------------------


[61 FR 5509, Feb. 13, 1996, as amended at 63 FR 3814, Jan. 27, 1998; 63 
FR 13340, Mar. 19, 1998; 63 FR 17094, Apr. 8, 1998; 64 FR 18810, Apr. 
16, 1999; 71 FR 38086, July 5, 2006]



                    Subpart B_General Interpretations

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333).



Sec. 1926.10  Scope of subpart.

    (a) This subpart contains the general rules of the Secretary of 
Labor interpreting and applying the construction safety and health 
provisions of section 107 of the Contract Work Hours and Safety 
Standards Act (83 Stat. 96). Section 107 requires as a condition of each 
contract which is entered into under legislation subject to 
Reorganization Plan Number 14 of 1950 (64 Stat. 1267), and which is for 
construction, alteration, and/or repair, including painting and 
decorating, that no contractor or subcontractor contracting for any part 
of the contract work shall require any laborer or mechanic employed in 
the performance of the contract to work in surroundings or under working 
conditions which are unsanitary, hazardous, or dangerous to his health 
or safety, as determined under construction safety and health standards 
promulgated by the Secretary by regulation.



Sec. 1926.11  Coverage under section 103 of the act distinguished.

    (a) Coverage under section 103. It is important to note that the 
coverage of section 107 differs from that for the overtime requirements 
of the Contract Work Hours and Safety Standards Act. The application of 
the overtime requirements is governed by section 103,

[[Page 13]]

which subject to specific exemptions, includes: (1) Federal contracts 
requiring or involving the employment of laborers or mechanics (thus 
including, but not limited to, contracts for construction), and (2) 
contracts assisted in whole or in part by Federal loans, grants, or 
guarantees under any statute ``providing wage standards for such work.'' 
The statutes ``providing wage standards for such work'' include statutes 
for construction which require the payment of minimum wages in 
accordance with prevailing wage findings by the Secretary of Labor in 
accordance with the Davis-Bacon Act. A provision to section 103 excludes 
from the overtime requirements work where the Federal assistance is only 
in the form of a loan guarantee or insurance.
    (b) Coverage under section 107. To be covered by section 107 of the 
Contract Work Hours and Safety Standards Act, a contract must be one 
which (1) is entered into under a statute that is subject to 
Reorganization Plan No. 14 of 1950 (64 Stat. 1267); and (2) is for 
``construction, alteration, and/or repair, including painting and 
decorating.''



Sec. 1926.12  Reorganization Plan No. 14 of 1950.

    (a) General provisions. Reorganization Plan No. 14 of 1950 relates 
to the prescribing by the Secretary of Labor of ``appropriate standards, 
regulations, and procedures'' with respect to the enforcement of labor 
standards under Federal and federally assisted contracts which are 
subject to various statutes subject to the Plan. The rules of the 
Secretary of Labor implementing the Plan are published in part 5 of this 
title. Briefly, the statutes subject to the Plan include the Davis-Bacon 
Act, including its extension to Federal-aid highway legislation subject 
to 23 U.S.C. 113, and other statutes subject to the Plan by its original 
terms, statutes by which the Plan is expressly applied, such as the 
Contract Work Hours Standards Act by virtue of section 104(d) thereof.
    (b) The Plan. (1) The statutes subject to Reorganization Plan No. 14 
of 1950 are cited and briefly described in the remaining paragraphs of 
this section. These descriptions are general in nature and not intended 
to convey the full scope of the work to be performed under each statute. 
The individual statutes should be resorted to for a more detailed scope 
of the work.
    (2) Federal-Aid Highway Acts. The provisions codified in 23 U.S.C. 
113 apply to the initial construction, reconstruction, or improvement 
work performed by contractors or subcontractors on highway projects on 
the Federal-aid systems, the primary and secondary, as well as their 
extensions in urban areas, and the Interstate System, authorized under 
the highway laws providing for the expenditure of Federal funds upon the 
Federal-aid system. As cited in 41 Op. A.G. 488, 496, the Attorney 
General ruled that the Federal-Aid Highway Acts are subject to 
Reorganization Plan No. 14 of 1950.
    (3) National Housing Act (12 U.S.C. 1713, 1715a, 1715e, 1715k, 
1715l(d)(3) and (4), 1715v, 1715w, 1715x, 1743, 1747, 1748, 1748h-2, 
1750g, 1715l(h)(1), 1715z(j)(1), 1715z-1, 1715y(d), Subchapter 1x-A and 
1x-B, 1715z-7). This act covers construction which is financed with 
assistance by the Federal Government through programs of loan and 
mortgage insurance for the following purposes:
    (i) Rental Housing--Section 1713 provides mortgage and insurance on 
rental housing of eight or more units and on mobile-home courts.
    (ii) Section 1715a--Repealed.
    (iii) Cooperative Housing--Section 1715e authorizes mortgage 
insurance on cooperative housing of five or more units as well as 
supplementary loans for improvement of repair or resale of memberships.
    (iv) Urban Renewal Housing--Section 1715k provides mortgage 
insurance on single family or multifamily housing in approved urban 
renewal areas.
    (v) Low or Moderate Income Housing--Section 1715L(d) (3) and (4) 
insures mortgages on low-cost single family or multifamily housing.
    (vi) Housing for Elderly--Section 1715v provides mortgage insurance 
on rental housing for elderly or handicapped persons.
    (vii) Nursing Homes--Section 1715w authorizes mortgage insurance on 
nursing home facilities and major equipment.
    (viii) Experimental Housing--Section 1715x provides mortgage 
insurance on

[[Page 14]]

single family or multifamily housing with experimental design of 
materials.
    (ix) War Housing Insurance--Section 1743 not active.
    (x) Yield Insurance--Section 1747 insures investment returns on 
multifamily housing.
    (xi) Armed Services Housing--Section 1748b to assist in relieving 
acute shortage and urgent need for family housing at or in areas 
adjacent to military installations.
    (xii) Defense Housing for Impacted Areas--Section 1748h-2 provides 
mortgage insurance on single family or multifamily housing for sale or 
rent primarily to military or civilian personnel of the Armed Services, 
National Aeronautics and Space Administration, or Atomic Energy 
Commission.
    (xiii) Defense Rental Housing--Section 1750g provides for mortgage 
insurance in critical defense housing areas.
    (xiv) Rehabilitation--Section 1715L (h)(1) provides mortgage 
insurance for nonprofit organizations to finance the purchase and 
rehabilitation of deteriorating or substandard housing for subsequent 
resale to low-income home purchasers. There must be located on the 
property five or more single family dwellings of detached, semidetached, 
or row construction.
    (xv) Homeowner Assistance--Section 1715Z(j)(1) authorizes mortgage 
insurance to nonprofit organizations or public bodies or agencies 
executed to finance sale of individual dwellings to lower income 
individuals or families. Also includes the rehabilitation of such 
housing if it is deteriorating or substandard for subsequent resale to 
lower income home purchasers.
    (xvi) Rental Housing Assistance--Section 1715Z-1 authorizes mortgage 
insurance and interest reduction payments on behalf of owners of rental 
housing projects designed for occupancy by lower income families. 
Payments are also authorized for certain State or locally aided 
projects.
    (xvii) Condominium Housing--Section 1715y(d) provides mortgage 
insurance on property purchased for the development of building sites. 
This includes waterlines and water supply installations, sewer lines and 
sewage disposal installations, steam, gas, and electrical lines and 
installations, roads, streets, curbs, gutters, sidewalks, storm drainage 
facilities, and other installations or work.
    (xviii) Group Medical Practice Facilities--Subchapter LX-B 
authorizes mortgage insurance for the financing of construction and 
equipment, of facilities for group practice of medicine, optometry, or 
dentistry.
    (xix) Nonprofit Hospitals--1715z-7 authorizes mortgage insurance to 
cover new and rehabilitated hospitals, including initial equipment.
    (4) Hospital Survey and Construction Act, as amended by the Hospital 
and Medical Facilities Amendments of 1964 (42 U.S.C. 291e). The 
provisions of this Act cover construction contracts made by State or 
local authorities or private institutions under Federal grant-in-aid 
programs for the construction of hospitals and other medical facilities.
    (5) Federal Airport Act (49 U.S.C. 1114(b)). The act provides grant-
in-aid funds for airport construction limited to general site 
preparation runways, taxiways, aprons, lighting appurtenant thereto, and 
fire, rescue, and maintenance buildings. The act excludes construction 
intended for use as a public parking facility for passenger automobiles 
and the cost of construction of any part of an airport building except 
such of those buildings or parts of buildings to house facilities or 
activities directly related to the safety of persons at the airport.
    (6) Housing Act of 1949 (42 U.S.C. 1459). Construction contracts 
awarded by local authorities financed with the assistance of loans and 
grants from the Federal Government. The construction programs are for 
slum clearance and urban renewal which includes rehabilitation grants, 
neighborhood development programs, neighborhood renewal plans, community 
renewal, demolition projects, and assistance for blighted areas. See the 
Housing Act of 1964, paragraph (b)(21) of this section, concerning 
financial assistance for low-rent housing for domestic farm labor.
    (7) School Survey and Construction Act of 1950 (20 U.S.C. 636). This 
act provides for a Federal grant-in-aid program to assist in the 
construction of schools in federally affected areas.

[[Page 15]]

    (8) Defense Housing & Community Facilities & Services Act of 1951 
(42 U.S.C. 1592i). Inactive Program.
    (9) United States Housing Act of 1937 (42 U.S.C. 1416). This statute 
covers the construction of low-rent public housing and slum clearance 
projects awarded by local authorities. These projects are financed with 
the assistance of loans and grants from the Federal Government. The slum 
clearance is the demolition and removal of buildings from any slum area 
to be used for a low-rent housing project.
    (10) Federal Civil Defense Act of 1950 (50 U.S.C. App. 2281). This 
act provides for Federal assistance to the several States and their 
political subdivisions in the field of civil defense which includes 
procurement, construction, leasing, or renovating of materials and 
facilities.
    (11) Delaware River Basin Compact (sec. 15.1, 75 Stat. 714). This 
joint resolution creates, by intergovernmental compact between the 
United States, Delaware, New Jersey, New York, and Pennsylvania, a 
regional agency for planning, conservation, utilization, development, 
management and control of the water and related sources of the Delaware 
River.
    (12) Cooperative Research Act (20 U.S.C. 332a(c)). This act provides 
Federal grants to a university, college, or other appropriate public or 
nonprofit private agency or institution for part or all of the cost of 
constructing a facility for research or for research and related 
purposes. Research and related purposes means research, research 
training, surveys, or demonstrations in the field of education, or the 
dissemination of information derived therefrom, or all of such 
activities, including (but without limitation) experimental schools, 
except that such term does not include research, research training, 
surveys, or demonstrations in the field of sectarian instruction or the 
dissemination of information derived therefrom. Construction includes 
new buildings, and the acquisition, expansion, remodeling, replacement, 
and alteration of existing buildings and the equipping of new buildings 
and existing buildings.
    (13) Health Professions Educational Assistance Act of 1963 (42 
U.S.C. 292d (c)(4), 293a(c)(5)). The provisions of this act provide for 
grants to assist public and nonprofit medical, dental, and similar 
schools for the construction, expansion, or renovation of teaching 
facilities.
    (14) Mental Retardation Facilities Construction Act (42 U.S.C. 
295(a)(2)(D), 2662(5), 2675(a)(5)). This act authorizes Federal 
financial assistance in the construction of centers for research on 
mental retardation and related aspects of human development, of 
university-affiliated facilities for the mentally retarded and of 
facilities for the mentally retarded.
    (15) Community Mental Health Centers Act (42 U.S.C. 2685(a)(5)). 
This act authorizes Federal grants for the construction of public and 
other nonprofit community mental health centers.
    (16) Higher Education Facilities Act of 1963 (20 U.S.C. 753). This 
act authorizes the grant or loan of Federal funds to assist public and 
other nonprofit institutions of higher education in financing the 
construction, rehabilitation, or improvement of academic and related 
facilities in undergraduate and graduate schools.
    (17) Vocational Educational Act of 1963 (20 U.S.C. 35f). This act 
provides for Federal grants to the various States for construction of 
area vocational education school facilities.
    (18) Library Services and Construction Act (20 U.S.C. 355e(a)(4)). 
This act provides for Federal assistance to the various States for the 
construction of public libraries.
    (19) Urban Mass Transportation Act of 1954 (49 U.S.C. 1609). This 
act provides for grants and loans to assist States and local public 
bodies and agencies thereof in financing the acquisition, construction, 
reconstruction, and improvement of facilities and equipment for use, by 
operation or lease or otherwise, in mass transportation service in urban 
areas and in coordinating such service with highway and other 
transportation in such areas.
    (20) Economic Opportunity Act of 1964 (42 U.S.C. 2947). This act 
covers construction which is financed with assistance of the Federal 
Government for the following purposes:
    (i) Authorizes Federal assistance for construction of projects, 
buildings and

[[Page 16]]

works which will provide young men and women in rural and urban 
residential centers with education, vocational training, and useful work 
experience (Title I).
    (ii) Authorizes financial assistance for construction work planned 
and carried out at the community level for antipoverty programs (Title 
II):
    (a) Authorizes loans to low income rural families by assisting them 
to acquire or improve real estate or reduce encumbrances or erect 
improvements thereon, and to participate in cooperative associations 
and/or to finance nonagricultural enterprises which will enable such 
families to supplement their income (Title III);
    (b) Authorizes loans to local cooperative associations furnishing 
essential processing, purchasing, or marketing services, supplies, or 
facilities predominantly to low-income rural families (Title III);
    (c) Authorizes financial assistance to States, political 
subdivisions of States, public and nonprofit agencies, institutions, 
organizations, farm associations, or individuals in establishing 
housing, sanitation, education, and child day-care programs for migrants 
and other seasonally employed agricultural employees and their families 
(Title III).
    (iii) Authorizes loans or guarantees loans to small businesses for 
construction work (Title IV).
    (iv) Authorizes the payment of the cost of experimental, pilot, or 
demonstration projects to foster State programs providing construction 
work experience or training for unemployed fathers and needy people 
(Title V).
    (21) Housing Act of 1964 (42 U.S.C. 1486(f); 42 U.S.C. 1452b(e)). 
Provides financial assistance for low-rent housing for domestic farm 
labor. The Act further provides for loans, through public or private 
agencies, where feasible, to owners or tenants of property in urban 
renewal areas to finance rehabilitation required to conform the property 
to applicable code requirements or carry out the objectives of the urban 
renewal plan for the area.
    (22) The Commercial Fisheries Research and Development Act of 1964 
(16 U.S.C. 779e(b)). This Act authorizes financial assistance to State 
agencies for construction projects designed for the research and 
development of the commercial fisheries resources of the Nation.
    (23) The Nurse Training Act of 1964 (42 U.S.C. 296a(b)(5)). This act 
provides for grants to assist in the construction of new facilities for 
collegiate, associate degree, and diploma schools of nursing, or 
replacement or rehabilitation of existing facilities of such schools.
    (24) Elementary and Secondary Education Act of 1965 (20 U.S.C. 241i, 
848). The purpose of the act is to provide financial assistance to local 
educational agencies serving areas with concentrations of children from 
low-income families for construction in connection with the expansion or 
improvement of their educational programs.
    (25) Federal Water Pollution Control Act, as amended by the Water 
Quality Act of 1965 (3 U.S.C. 466e(g)). Provides for financial 
assistance to States or municipalities for construction of facilities in 
connection with the prevention and control of water pollution. This 
includes projects that will control the discharge into any waters of 
untreated or inadequately treated sewage.
    (26) Appalachian Regional Development Act of 1965 (40 U.S.C. App. 
402). Authorizes Federal assistance in the construction of an 
Appalachian development highway system; construction of multicounty 
demonstration health facilities, hospitals, regional health, diagnostic 
and treatment centers, and other facilities for health; seal and fill 
voids in abandoned mines and to rehabilitate strip mine areas; 
construction of school facilities for vocational education; and to 
assist in construction of sewage treatment works.
    (27) National Technical Institute for the Deaf Act (20 U.S.C. 
684(b)(5)). Provides for financial assistance for institutions of higher 
education for the establishment, construction, including equipment and 
operation, of a National Institution for the Deaf.
    (28) Housing Act of 1959 (12 U.S.C. 1701(q)(c)(3)). This act 
authorizes loans to nonprofit corporations to be used for the 
construction of housing and related facilities for elderly families. 
Also, the provisions of the act provide for rehabilitation, alteration, 
conversion or improvement of existing structures which are otherwise 
inadequate for

[[Page 17]]

proposed dwellings used by such families.
    (29) College Housing Act of 1950, as amended (12 U.S.C. 1749a(f)). 
This act provides for Federal loans to assist educational institutions 
in providing housing and other educational facilities for students and 
faculties.
    (30) Housing and Urban Development Act of 1965 (42 U.S.C. 1500c-3, 
3107). This act provides for Federal assistance for the following 
purposes:
    (i) Grants to States and local public bodies to assist in any 
construction work to be carried out under the open-space land and urban 
beautification provisions contained therein. It provides for parks and 
recreation areas, conservation of land and other natural resources, and 
historical and scenic purposes.
    (ii) Grants to local public bodies and agencies to finance specific 
projects for basic public water facilities (including works for the 
storage, treatment, purification, and distribution of water), and for 
basic public sewer facilities (other than ``treatment works'' as defined 
in the Federal Water Pollution Control Act).
    (iii) Grants to any local public body or agency to assist in 
financing neighborhood facilities. These facilities must be necessary 
for carrying out a program of health, recreational, social, or similar 
community service and located so as to be available for the use of the 
area's low or moderate income residents.
    (31) National Foundation on the Arts and the Humanities Act of 1965 
(20 U.S.C. 954(k)). The act establishes the ``National Foundation on the 
Arts and the Humanities'' which may provide matching grants to groups 
(nonprofit organizations and State and other public organizations) and 
to individuals engaged in creative and performing arts for the entire 
range of artistic activity, including construction of necessary 
facilities.
    (32) Public Works and Economic Development Act of 1965 (42 U.S.C. 
3222). This act provides for Federal assistance for the following 
purposes:
    (i) Grants for the acquisition or development of land or 
improvements for public works or development facility usage in 
redevelopment areas. It authorizes loans to assist in financing the 
purchase or development of land for public works which will assist in 
the creation of long-term employment opportunities in the area.
    (ii) Loans for the purchase or development of land and facilities 
(including machinery and equipment) for industrial or commercial usage 
within redevelopment areas; guarantee of loans for working capital made 
to private borrowers by private lending institutions in connection with 
direct loan projects; and to contract to pay to, or on behalf of, 
business entities locating in redevelopment areas, a portion of the 
interest costs which they incur in financing their expansions from 
private sources.
    (iii) Loans and grants to create economic development centers within 
designated county economic development districts.
    (33) High-Speed Ground Transportation Study (40 U.S.C. 1636(b)). 
This act provides for financial assistance for construction activities 
in connection with research and development of different forms of high-
speed ground transportation and demonstration projects relating to 
intercity rail passenger service.
    (34) Heart Disease, Cancer and Stroke Amendments of 1965 (42 U.S.C. 
299(b)(4)). This act provides for grants to public or nonprofit private 
universities, medical schools, research, institutions, hospitals, and 
other public and nonprofit agencies and institutions, or associations 
thereof to assist in construction and equipment of facilities in 
connection with research, training, demonstration of patient care, 
diagnostic and treatment related to heart disease, cancer, stroke, and 
other major diseases.
    (35) Mental Retardation Facilities and Community Mental Health 
Centers Construction Act Amendments of 1965 (20 U.S.C. 618(g)). These 
provisions provide for grants to institutions of higher education for 
construction of facilities for research or for research and related 
purposes relating to education for mentally retarded, hard of hearing, 
deaf, speech impaired, visually handicapped, seriously emotionally 
disturbed, crippled, or other health impaired children who by reason 
thereof require special education.

[[Page 18]]

    (36) Vocational Rehabilitation Act Amendments of 1965 (29 U.S.C. 
41a(b)(4)). This act authorizes grants to assist in meeting the costs of 
construction of public or other nonprofit workshops and rehabilitation 
facilities.
    (37) Clean Air and Solid Waste Disposal Acts (42 U.S.C. 3256). This 
act provides for financial assistance to public (Federal, State, 
interstate, or local) authorities, agencies, and institutions, private 
agencies and institutions, and individuals in the construction of 
facilities for solid-waste disposal. The term construction includes the 
installation of initial equipment.
    (38) Medical Library Assistance Act of 1965 (42 U.S.C. 280b-
3(b)(3)). This act provides for grants to public or private non-profit 
agencies or institutions for the cost of construction of medical library 
facilities.
    (39) Veterans Nursing Home Care Act (38 U.S.C. 5035(a)(8)). The 
construction industry health and safety standards do not apply to this 
act since it is not subject to Reorganization Plan No. 14 of 1950.
    (40) National Capital Transportation Act of 1965 (40 U.S.C. 
682(b)(4)). This act provides for Federal assistance to the National 
Capital Transportation Agency for construction of a rail rapid transit 
system and related facilities for the Nation's Capital.
    (41) Alaska Centennial--1967 (80 Stat. 82). The program under this 
legislation has expired.
    (42) Model Secondary School for the Deaf Act (80 Stat. 1028). This 
act provides for funds to establish and operate, including construction 
and initial equipment of new buildings, expansion, remodeling, and 
alteration of existing buildings and equipment thereof, a model 
secondary school for the deaf to serve the residents of the District of 
Columbia and nearby States.
    (43) Allied Health Professions Personnel Training Act of 1966 (42 
U.S.C. 295h(b)(2)(E)). This act provides for grants to assist in the 
construction of new facilities for training centers for allied health 
professions, or replacement or rehabilitation of existing facilities for 
such centers.
    (44) Demonstration Cities and Metropolitan Development Act of 1966 
(42 U.S.C. 3310; 12 U.S.C. 1715c; 42 U.S.C. 1416). This act provides for 
Federal assistance for the following purposes:
    (i) Grants to assist in the construction, rehabilitation, 
alteration, or repair of residential property only if such residential 
property is designed for residential use for eight or more families to 
enable city demonstration agencies to carry out comprehensive city 
demonstration programs (42 U.S.C. 3310).
    (ii) Amends the National Housing Act (12 U.S.C. 1715c) and the 
Housing Act of 1937 (42 U.S.C. 1416). See these acts for coverage.
    (45) Air Quality Act of 1967 (42 U.S.C. 1857j-3). This act provides 
for Federal assistance to public or nonprofit agencies, institutions, 
and organizations and to individuals, and contracts with public or 
private agencies, institutions, or persons for construction of research 
and development facilities and demonstration plants relating to the 
application of preventing or controlling discharges into the air of 
various types of pollutants.
    (46) Elementary and Secondary Education Amendments of 1967 (Title 
VII--Bilingual Education Act) (20 U.S.C. 880b-6). This act provides for 
Federal assistance to local educational agencies or to an institution of 
higher education applying jointly with a local educational agency for 
minor remodeling projects in connection with bilingual education 
programs to meet the special needs of children with limited English-
speaking ability in the United States.
    (47) Vocational Rehabilitation Amendments of 1967 (29 U.S.C. 
42a(c)(3)). This act authorizes Federal assistance to any public or 
nonprofit private agency or organization for the construction of a 
center for vocational rehabilitation of handicapped individuals who are 
both deaf and blind which shall be known as the National Center for 
Deaf-Blind Youths and Adults. Construction includes new buildings and 
expansion, remodeling, alteration and renovation of existing buildings, 
and initial equipment of such new, newly acquired, expanded, remodeled, 
altered, or renovated buildings.
    (48) National Visitor Center Facilities Act of 1968 (40 U.S.C. 808). 
This act authorizes agreements and leases with the owner of property in 
the District of Columbia known as Union Station for

[[Page 19]]

the use of all or a part of such property for a national visitor center 
to be known as the National Visitor Center. The agreements and leases 
shall provide for such alterations of the Union Station Building as 
necessary to provide adequate facilities for visitors. They also provide 
for the construction of a parking facility, including necessary 
approaches and ramps.
    (49) Juvenile Delinquency Prevention and Control Act of 1968 (42 
U.S.C. 3843). This act provides for Federal grants to State, county, 
municipal, or other public agency or combination thereof for the 
construction of facilities to be used in connection with rehabilitation 
services for the diagnosis, treatment, and rehabilitation of delinquent 
youths and youths in danger of becoming delinquent.
    (50) Housing and Urban Development Act of 1968 (including New 
Communities Act of 1968) (42 U.S.C. 3909). This act provides for Federal 
assistance for the following purposes:
    (i) Guarantees, and commitments to guarantee, the bonds, debentures, 
notes, and other obligations issued by new community developers to help 
finance new community development projects.
    (ii) Amends section 212(a) of the National Housing Act, adding 
section 236 for ``Rental Housing for Lower Income Families'' and section 
242 ``Mortgage Insurance for Nonprofit Hospitals'' thereto.
    (51) Public Health Service Act Amendment (Alcoholic and Narcotic 
Addict Rehabilitation Amendments of 1968) (42 U.S.C. 2681, et seq.). 
This act provides for grants to a public and nonprofit private agency or 
organization for construction projects consisting of any facilities 
(including post-hospitalization treatment facilities for the prevention 
and treatment of alcoholism or treatment of narcotic addicts.)
    (52) Vocational Education Amendments of 1968 (20 U.S.C. 1246). This 
act provides for grants to States for the construction of area 
vocational education school facilities. The act further provides grants 
to public educational agencies, organizations, or institutions for 
construction of residential schools to provide vocational education for 
the purpose of demonstrating the feasibility and desirability of such 
schools. The act still further provides grants to State boards, to 
colleges and universities, to public educational agencies, organizations 
or institutions to reduce the cost of borrowing funds for the 
construction of residential schools and dormitories.
    (53) Postal Reorganization Act (39 U.S.C. 410(d)(2)). This Act 
provides for construction, modification, alteration, repair, and other 
improvements of postal facilities located in leased buildings.
    (54) Airport and Airway Development Act of 1970 (Pub. L. 91-258, 
section 52(b)(7)). This Act provides for Federal financial assistance to 
States and localities for the construction, improvement, or repair of 
public airports.
    (55) (i) Public Law 91-230. This Act provides for federal financial 
assistance to institutions of higher learning for the construction of a 
National Center on Educational Media and Materials for the Handicapped. 
The program under this statute expires on July 1, 1971. Public Law 91-
230, section 662(1).
    (ii) Education of the Handicapped Act (20 U.S.C. 12326, 1404(a)). 
This Act provides for financial assistance to States for construction, 
expansion, remodeling, or alteration of facilities for the education of 
handicapped children at the preschool, elementary school, and secondary 
school levels.
    (56) Housing and Urban Development Act of 1970 (Pub. L. 91-609, 
section 707(b)). This Act provides for grants to States and local public 
agencies to help finance the development of open-space or other land in 
urban areas for open-space uses. This Act becomes effective on July 1, 
1971.
    (57) Developmental Disabilities Services and Facilities Construction 
Amendments of 1970 (Pub. L. 91-517, section 135(a)(5)). This Act 
authorizes grants to States for construction of facilities for the 
provision of services to persons with developmental disabilities who are 
unable to pay for such services.
    (58) Rail Passenger Service Act of 1970 (Pub. L. 91-518, section 
405(d)). This statute provides that the National Railroad Passenger 
Corporation may construct physical facilities necessary to intercity 
rail passenger operations

[[Page 20]]

within the basic national rail passenger system designated by the 
Secretary of Transportation.
    (c) VA and FHA housing. In the course of the legislative development 
of section 107, it was recognized that section 107 would not apply to 
housing construction for which insurance was issued by the Federal 
Housing Authority and Veterans' Administration for individual home 
ownership. Concerning construction under the National Housing Act, 
Reorganization Plan No. 14 of 1950 applies to construction which is 
subject to the minimum wage requirements of section 212(a) thereof (12 
U.S.C. 1715c).



Sec. 1926.13  Interpretation of statutory terms.

    (a) The terms construction, alteration, and repair used in section 
107 of the Act are also used in section 1 of the Davis-Bacon Act (40 
U.S.C. 276a), providing minimum wage protection on Federal construction 
contracts, and section 1 of the Miller Act (40 U.S.C. 270a), providing 
performance and payment bond protection on Federal construction 
contracts. Similarly, the terms contractor and subcontractor are used in 
those statutes, as well as in Copeland (Anti-Kickback) Act (40 U.S.C. 
276c) and the Contract Work Hours and Safety Standards Act itself, which 
apply concurrently with the Miller Act and the Davis-Bacon Act on 
Federal construction contracts and also apply to most federally assisted 
construction contracts. The use of the same or identical terms in these 
statutes which apply concurrently with section 107 of the Act have 
considerable precedential value in ascertaining the coverage of section 
107.
    (b) It should be noted that section 1 of the Davis-Bacon Act limits 
minimum wage protection to laborers and mechanics ``employed directly'' 
upon the ``site of the work.'' There is no comparable limitation in 
section 107 of the Act. Section 107 expressly requires as a self-
executing condition of each covered contract that no contractor or 
subcontractor shall require ``any laborer or mechanic employed in the 
performance of the contract to work in surroundings or under working 
conditions which are unsanitary, hazardous, or dangerous to his health 
or safety'' as these health and safety standards are applied in the 
rules of the Secretary of Labor.
    (c) The term subcontractor under section 107 is considered to mean a 
person who agrees to perform any part of the labor or material 
requirements of a contract for construction, alteration or repair. Cf. 
MacEvoy Co. v. United States, 322 U.S. 102, 108-9 (1944). A person who 
undertakes to perform a portion of a contract involving the furnishing 
of supplies or materials will be considered a ``subcontractor'' under 
this part and section 107 if the work in question involves the 
performance of construction work and is to be performed: (1) Directly on 
or near the construction site, or (2) by the employer for the specific 
project on a customized basis. Thus, a supplier of materials which will 
become an integral part of the construction is a ``subcontractor'' if 
the supplier fabricates or assembles the goods or materials in question 
specifically for the construction project and the work involved may be 
said to be construction activity. If the goods or materials in question 
are ordinarily sold to other customers from regular inventory, the 
supplier is not a ``subcontractor.'' Generally, the furnishing of 
prestressed concrete beams and prestressed structural steel would be 
considered manufacturing; therefore a supplier of such materials would 
not be considered a ``subcontractor.'' An example of material supplied 
``for the specific project on a customized basis'' as that phrase is 
used in this section would be ventilating ducts, fabricated in a shop 
away from the construction job site and specifically cut for the project 
according to design specifications. On the other hand, if a contractor 
buys standard size nails from a foundry, the foundry would not be a 
covered ``subcontractor.'' Ordinarily a contract for the supplying of 
construction equipment to a contractor would not, in and of itself, be 
considered a ``subcontractor'' for purposes of this part.



Sec. 1926.14  Federal contract for ``mixed'' types of performance.

    (a) It is the intent of the Congress to provide safety and health 
protection of

[[Page 21]]

Federal, federally financed, or federally assisted construction. See, 
for example, H. Report No. 91-241, 91st Cong., first session, p. 1 
(1969). Thus, it is clear that when a Federal contract calls for mixed 
types of performance, such as both manufacturing and construction, 
section 107 would apply to the construction. By its express terms, 
section 107 applies to a contract which is ``for construction, 
alteration, and/or repair.'' Such a contract is not required to be 
exclusively for such services. The application of the section is not 
limited to contracts which permit an overall characterization as 
``construction contracts.'' The text of section 107 is not so limited.
    (b) When the mixed types of performances include both construction 
and manufacturing, see also Sec. 1926.15(b) concerning the relationship 
between the Walsh-Healey Public Contracts Act and section 107.



Sec. 1926.15  Relationship to the Service Contract Act; Walsh-Healey Public 

Contracts Act.

    (a) A contract for ``construction'' is one for nonpersonal service. 
See, e.g., 41 CFR 1-1.208. Section 2(e) of the Service Contract Act of 
1965 requires as a condition of every Federal contract (and bid 
specification therefor) exceeding $2,500, the ``principal purpose'' of 
which is to furnish services to the United States through the use of 
``service employees,'' that certain safety and health standards be met. 
See 29 CFR part 1925, which contains the Department rules concerning 
these standards. Section 7 of the Service Contract Act provides that the 
Act shall not apply to ``any contract of the United States or District 
of Columbia for construction, alteration, and/or repair, including 
painting and decorating of public buildings or public works.'' It is 
clear from the legislative history of section 107 that no gaps in 
coverage between the two statutes are intended.
    (b) The Walsh-Healey Public Contracts Act requires that contracts 
entered into by any Federal agency for the manufacture or furnishing of 
materials, supplies, articles, and equipment in any amount exceeding 
$10,000 must contain, among other provisions, a requirement that ``no 
part of such contract will be performed nor will any of the materials, 
supplies, articles or equipment to be manufactured or furnished under 
said contract be manufactured or fabricated in any plants, factories, 
buildings, or surroundings or under working conditions which are 
unsanitary or hazardous or dangerous to the health and safety of 
employees engaged in the performance of said contract.'' The rules of 
the Secretary concerning these standards are published in 41 CFR part 
50-204, and express the Secretary of Labor's interpretation and 
application of section 1(e) of the Walsh-Healey Public Contracts Act to 
certain particular working conditions. None of the described working 
conditions are intended to deal with construction activities, although 
such activities may conceivably be a part of a contract which is subject 
to the Walsh-Healey Public Contracts Act. Nevertheless, such activities 
remain subject to the general statutory duty prescribed by section 1(e). 
Section 103(b) of the Contract Work Hours and Safety Standards Act 
provides, among other things, that the Act shall not apply to any work 
required to be done in accordance with the provisions of the Walsh-
Healey Public Contracts Act.



Sec. 1926.16  Rules of construction.

    (a) The prime contractor and any subcontractors may make their own 
arrangements with respect to obligations which might be more 
appropriately treated on a jobsite basis rather than individually. Thus, 
for example, the prime contractor and his subcontractors may wish to 
make an express agreement that the prime contractor or one of the 
subcontractors will provide all required first-aid or toilet facilities, 
thus relieving the subcontractors from the actual, but not any legal, 
responsibility (or, as the case may be, relieving the other 
subcontractors from this responsibility). In no case shall the prime 
contractor be relieved of overall responsibility for compliance with the 
requirements of this part for all work to be performed under the 
contract.
    (b) By contracting for full performance of a contract subject to 
section

[[Page 22]]

107 of the Act, the prime contractor assumes all obligations prescribed 
as employer obligations under the standards contained in this part, 
whether or not he subcontracts any part of the work.
    (c) To the extent that a subcontractor of any tier agrees to perform 
any part of the contract, he also assumes responsibility for complying 
with the standards in this part with respect to that part. Thus, the 
prime contractor assumes the entire responsibility under the contract 
and the subcontractor assumes responsibility with respect to his portion 
of the work. With respect to subcontracted work, the prime contractor 
and any subcontractor or subcontractors shall be deemed to have joint 
responsibility.
    (d) Where joint responsibility exists, both the prime contractor and 
his subcontractor or subcontractors, regardless of tier, shall be 
considered subject to the enforcement provisions of the Act.



             Subpart C_General Safety and Health Provisions

    Authority: Sec. 3704, Contract Work Hours and Safety Standards Act 
(40 U.S.C. 333); secs. 4, 6, and 8, Occupational Safety and Health Act 
of 1970 (29 U.S.C. 653, 655, 657); Secretary of Labor's Order No. 12-71 
(36 FR 8754), 8-76 (41 FR 25059), 9-83 (48 FR 35736), 6-96 (62 FR 111), 
or 5-2007 (72 FR 31160) as applicable; and 29 CFR part 1911.



Sec. 1926.20  General safety and health provisions.

    (a) Contractor requirements. (1) Section 107 of the Act requires 
that it shall be a condition of each contract which is entered into 
under legislation subject to Reorganization Plan Number 14 of 1950 (64 
Stat. 1267), as defined in Sec. 1926.12, and is for construction, 
alteration, and/or repair, including painting and decorating, that no 
contractor or subcontractor for any part of the contract work shall 
require any laborer or mechanic employed in the performance of the 
contract to work in surroundings or under working conditions which are 
unsanitary, hazardous, or dangerous to his health or safety.
    (b) Accident prevention responsibilities. (1) It shall be the 
responsibility of the employer to initiate and maintain such programs as 
may be necessary to comply with this part.
    (2) Such programs shall provide for frequent and regular inspections 
of the job sites, materials, and equipment to be made by competent 
persons designated by the employers.
    (3) The use of any machinery, tool, material, or equipment which is 
not in compliance with any applicable requirement of this part is 
prohibited. Such machine, tool, material, or equipment shall either be 
identified as unsafe by tagging or locking the controls to render them 
inoperable or shall be physically removed from its place of operation.
    (4) The employer shall permit only those employees qualified by 
training or experience to operate equipment and machinery.
    (c) The standards contained in this part shall apply with respect to 
employments performed in a workplace in a State, the District of 
Columbia, the Commonwealth of Puerto Rico, the Virgin Islands, American 
Samoa, Guam, Trust Territory of the Pacific Islands, Wake Island, Outer 
Continental Shelf lands defined in the Outer Continental Shelf Lands 
Act, Johnston Island, and the Canal Zone.
    (d) (1) If a particular standard is specifically applicable to a 
condition, practice, means, method, operation, or process, it shall 
prevail over any different general standard which might otherwise be 
applicable to the same condition, practice, means, method, operation, or 
process.
    (2) On the other hand, any standard shall apply according to its 
terms to any employment and place of employment in any industry, even 
though particular standards are also prescribed for the industry to the 
extent that none of such particular standards applies.
    (e) In the event a standard protects on its face a class of persons 
larger than employees, the standard shall be applicable under this part 
only to employees and their employment and places of employment.
    (f) Compliance duties owed to each employee.--(1) Personal 
protective equipment. Standards in this part requiring the employer to 
provide personal protective equipment (PPE), including

[[Page 23]]

respirators and other types of PPE, because of hazards to employees 
impose a separate compliance duty with respect to each employee covered 
by the requirement. The employer must provide PPE to each employee 
required to use the PPE, and each failure to provide PPE to an employee 
may be considered a separate violation.
    (2) Training. Standards in this part requiring training on hazards 
and related matters, such as standards requiring that employees receive 
training or that the employer train employees, provide training to 
employees, or institute or implement a training program, impose a 
separate compliance duty with respect to each employee covered by the 
requirement. The employer must train each affected employee in the 
manner required by the standard, and each failure to train an employee 
may be considered a separate violation.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35078, June 30, 1993; 73 FR 75588, Dec. 12, 2008]



Sec. 1926.21  Safety training and education.

    (a) General requirements. The Secretary shall, pursuant to section 
107(f) of the Act, establish and supervise programs for the education 
and training of employers and employees in the recognition, avoidance 
and prevention of unsafe conditions in employments covered by the act.
    (b) Employer responsibility. (1) The employer should avail himself 
of the safety and health training programs the Secretary provides.
    (2) The employer shall instruct each employee in the recognition and 
avoidance of unsafe conditions and the regulations applicable to his 
work environment to control or eliminate any hazards or other exposure 
to illness or injury.
    (3) Employees required to handle or use poisons, caustics, and other 
harmful substances shall be instructed regarding the safe handling and 
use, and be made aware of the potential hazards, personal hygiene, and 
personal protective measures required.
    (4) In job site areas where harmful plants or animals are present, 
employees who may be exposed shall be instructed regarding the potential 
hazards, and how to avoid injury, and the first aid procedures to be 
used in the event of injury.
    (5) Employees required to handle or use flammable liquids, gases, or 
toxic materials shall be instructed in the safe handling and use of 
these materials and made aware of the specific requirements contained in 
subparts D, F, and other applicable subparts of this part.
    (6)(i) All employees required to enter into confined or enclosed 
spaces shall be instructed as to the nature of the hazards involved, the 
necessary precautions to be taken, and in the use of protective and 
emergency equipment required. The employer shall comply with any 
specific regulations that apply to work in dangerous or potentially 
dangerous areas.
    (ii) For purposes of paragraph (b)(6)(i) of this section, confined 
or enclosed space means any space having a limited means of egress, 
which is subject to the accumulation of toxic or flammable contaminants 
or has an oxygen deficient atmosphere. Confined or enclosed spaces 
include, but are not limited to, storage tanks, process vessels, bins, 
boilers, ventilation or exhaust ducts, sewers, underground utility 
vaults, tunnels, pipelines, and open top spaces more than 4 feet in 
depth such as pits, tubs, vaults, and vessels.



Sec. 1926.22  Recording and reporting of injuries. [Reserved]



Sec. 1926.23  First aid and medical attention.

    First aid services and provisions for medical care shall be made 
available by the employer for every employee covered by these 
regulations. Regulations prescribing specific requirements for first 
aid, medical attention, and emergency facilities are contained in 
subpart D of this part.



Sec. 1926.24  Fire protection and prevention.

    The employer shall be responsible for the development and 
maintenance of an effective fire protection and prevention program at 
the job site throughout all phases of the construction, repair, 
alteration, or demolition work.

[[Page 24]]

The employer shall ensure the availability of the fire protection and 
suppression equipment required by subpart F of this part.



Sec. 1926.25  Housekeeping.

    (a) During the course of construction, alteration, or repairs, form 
and scrap lumber with protruding nails, and all other debris, shall be 
kept cleared from work areas, passageways, and stairs, in and around 
buildings or other structures.
    (b) Combustible scrap and debris shall be removed at regular 
intervals during the course of construction. Safe means shall be 
provided to facilitate such removal.
    (c) Containers shall be provided for the collection and separation 
of waste, trash, oily and used rags, and other refuse. Containers used 
for garbage and other oily, flammable, or hazardous wastes, such as 
caustics, acids, harmful dusts, etc. shall be equipped with covers. 
Garbage and other waste shall be disposed of at frequent and regular 
intervals.



Sec. 1926.26  Illumination.

    Construction areas, aisles, stairs, ramps, runways, corridors, 
offices, shops, and storage areas where work is in progress shall be 
lighted with either natural or artificial illumination. The minimum 
illumination requirements for work areas are contained in subpart D of 
this part.



Sec. 1926.27  Sanitation.

    Health and sanitation requirements for drinking water are contained 
in subpart D of this part.



Sec. 1926.28  Personal protective equipment.

    (a) The employer is responsible for requiring the wearing of 
appropriate personal protective equipment in all operations where there 
is an exposure to hazardous conditions or where this part indicates the 
need for using such equipment to reduce the hazards to the employees.
    (b) Regulations governing the use, selection, and maintenance of 
personal protective and lifesaving equipment are described under subpart 
E of this part.



Sec. 1926.29  Acceptable certifications.

    (a) Pressure vessels. Current and valid certification by an 
insurance company or regulatory authority shall be deemed as acceptable 
evidence of safe installation, inspection, and testing of pressure 
vessels provided by the employer.
    (b) Boilers. Boilers provided by the employer shall be deemed to be 
in compliance with the requirements of this part when evidence of 
current and valid certification by an insurance company or regulatory 
authority attesting to the safe installation, inspection, and testing is 
presented.
    (c) Other requirements. Regulations prescribing specific 
requirements for other types of pressure vessels and similar equipment 
are contained in subparts F and O of this part.



Sec. 1926.30  Shipbuilding and ship repairing.

    (a) General. Shipbuilding, ship repairing, alterations, and 
maintenance performed on ships under Government contract, except naval 
ship construction, is work subject to the Act.
    (b) Applicable safety and health standards. For the purpose of work 
carried out under this section, the safety and health regulations in 
part 1915 of this title, Shipyard Employment, shall apply.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 61 
FR 9249, Mar. 7, 1996]



Sec. 1926.31  Incorporation by reference.

    (a) The standards of agencies of the U.S. Government, and 
organizations which are not agencies of the U.S. Government which are 
incorporated by reference in this part, have the same force and effect 
as other standards in this part. Only the mandatory provisions (i.e., 
provisions containing the word ``shall'' or other mandatory language) of 
standards incorporated by reference are adopted as standards under the 
Occupational Safety and Health Act. The locations where these standards 
may be examined are as follows:
    (1) Offices of the Occupational Safety and Health Administration, 
U.S. Department of Labor, Frances Perkins Building, Washington, DC 
20210.

[[Page 25]]

    (2) The Regional and Field Offices of the Occupational Safety and 
Health Administration, which are listed in the U.S. Government Manual.
    (b) Any changes in the specifications, standards and codes 
incorporated by reference in this part and an official historic file of 
such changes are available at the offices referred to in paragraph (a) 
of this section. All questions as to the applicability of such changes 
should also be referred to these offices.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 61 
FR 9249, Mar. 7, 1996; 63 FR 33468, June 18, 1998]



Sec. 1926.32  Definitions.

    The following definitions shall apply in the application of the 
regulations in this part:
    (a) Act means section 107 of the Contract Work Hours and Safety 
Standards Act, commonly known as the Construction Safety Act (86 Stat. 
96; 40 U.S.C. 333).
    (b) ANSI means American National Standards Institute.
    (c) Approved means sanctioned, endorsed, accredited, certified, or 
accepted as satisfactory by a duly constituted and nationally recognized 
authority or agency.
    (d) Authorized person means a person approved or assigned by the 
employer to perform a specific type of duty or duties or to be at a 
specific location or locations at the jobsite.
    (e) Administration means the Occupational Safety and Health 
Administration.
    (f) Competent person means one who is capable of identifying 
existing and predictable hazards in the surroundings or working 
conditions which are unsanitary, hazardous, or dangerous to employees, 
and who has authorization to take prompt corrective measures to 
eliminate them.
    (g) Construction work. For purposes of this section, Construction 
work means work for construction, alteration, and/or repair, including 
painting and decorating.
    (h) Defect means any characteristic or condition which tends to 
weaken or reduce the strength of the tool, object, or structure of which 
it is a part.
    (i) Designated person means ``authorized person'' as defined in 
paragraph (d) of this section.
    (j) Employee means every laborer or mechanic under the Act 
regardless of the contractual relationship which may be alleged to exist 
between the laborer and mechanic and the contractor or subcontractor who 
engaged him. ``Laborer and mechanic'' are not defined in the Act, but 
the identical terms are used in the Davis-Bacon Act (40 U.S.C. 276a), 
which provides for minimum wage protection on Federal and federally 
assisted construction contracts. The use of the same term in a statute 
which often applies concurrently with section 107 of the Act has 
considerable precedential value in ascertaining the meaning of ``laborer 
and mechanic'' as used in the Act. Laborer generally means one who 
performs manual labor or who labors at an occupation requiring physical 
strength; mechanic generally means a worker skilled with tools. See 18 
Comp. Gen. 341.
    (k) Employer means contractor or subcontractor within the meaning of 
the Act and of this part.
    (l) Hazardous substance means a substance which, by reason of being 
explosive, flammable, poisonous, corrosive, oxidizing, irritating, or 
otherwise harmful, is likely to cause death or injury.
    (m) Qualified means one who, by possession of a recognized degree, 
certificate, or professional standing, or who by extensive knowledge, 
training, and experience, has successfully demonstrated his ability to 
solve or resolve problems relating to the subject matter, the work, or 
the project.
    (n) Safety factor means the ratio of the ultimate breaking strength 
of a member or piece of material or equipment to the actual working 
stress or safe load when in use.
    (o) Secretary means the Secretary of Labor.
    (p) SAE means Society of Automotive Engineers.
    (q) Shall means mandatory.
    (r) Should means recommended.
    (s) Suitable means that which fits, and has the qualities or 
qualifications

[[Page 26]]

to meet a given purpose, occasion, condition, function, or circumstance.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35078, June 30, 1993]



Sec. 1926.33  Access to employee exposure and medical records.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1020 of this 
chapter.

[61 FR 31431, June 20, 1996]



Sec. 1926.34  Means of egress.

    (a) General. In every building or structure exits shall be so 
arranged and maintained as to provide free and unobstructed egress from 
all parts of the building or structure at all times when it is occupied. 
No lock or fastening to prevent free escape from the inside of any 
building shall be installed except in mental, penal, or corrective 
institutions where supervisory personnel is continually on duty and 
effective provisions are made to remove occupants in case of fire or 
other emergency.
    (b) Exit marking. Exits shall be marked by a readily visible sign. 
Access to exits shall be marked by readily visible signs in all cases 
where the exit or way to reach it is not immediately visible to the 
occupants.
    (c) Maintenance and workmanship. Means of egress shall be 
continually maintained free of all obstructions or impediments to full 
instant use in the case of fire or other emergency.

[58 FR 35083, June 30, 1993]



Sec. 1926.35  Employee emergency action plans.

    (a) Scope and application. This section applies to all emergency 
action plans required by a particular OSHA standard. The emergency 
action plan shall be in writing (except as provided in the last sentence 
of paragraph (e)(3) of this section) and shall cover those designated 
actions employers and employees must take to ensure employee safety from 
fire and other emergencies.
    (b) Elements. The following elements, at a minimum, shall be 
included in the plan:
    (1) Emergency escape procedures and emergency escape route 
assignments;
    (2) Procedures to be followed by employees who remain to operate 
critical plant operations before they evacuate;
    (3) Procedures to account for all employees after emergency 
evacuation has been completed;
    (4) Rescue and medical duties for those employees who are to perform 
them;
    (5) The preferred means of reporting fires and other emergencies; 
and
    (6) Names or regular job titles of persons or departments who can be 
contacted for further information or explanation of duties under the 
plan.
    (c) Alarm system. (1) The employer shall establish an employee alarm 
system which complies with Sec. 1926.159.
    (2) If the employee alarm system is used for alerting fire brigade 
members, or for other purposes, a distinctive signal for each purpose 
shall be used.
    (d) Evacuation. The employer shall establish in the emergency action 
plan the types of evacuation to be used in emergency circumstances.
    (e) Training. (1) Before implementing the emergency action plan, the 
employer shall designate and train a sufficient number of persons to 
assist in the safe and orderly emergency evacuation of employees.
    (2) The employer shall review the plan with each employee covered by 
the plan at the following times:
    (i) Initially when the plan is developed,
    (ii) Whenever the employee's responsibilities or designated actions 
under the plan change, and
    (iii) Whenever the plan is changed.
    (3) The employer shall review with each employee upon initial 
assignment those parts of the plan which the employee must know to 
protect the employee in the event of an emergency. The written plan 
shall be kept at the workplace and made available for employee review. 
For those employers with 10 or fewer employees the plan may be 
communicated orally to employees and the employer need not maintain a 
written plan.

[58 FR 35083, June 30, 1993]

[[Page 27]]



        Subpart D_Occupational Health and Environmental Controls

    Authority: Section 3704 of the Contract Work Hours and Safety 
Standards Act (40 U.S.C. 3701 et seq.); Sections 4, 6, and 8 of the 
Occupational Safety and Health Act of 1970 (29 U.S.C. 653, 655, and 
657); Secretary of Labor's Orders 12-71 (36 FR 8754), 8-76 (41 FR 
25059), 9-83 (48 FR 35736), 1-90 (55 FR 9033), 6-96 (62 FR 111), 3-2000 
(62 FR 50017), 5-2002 (67 FR 65008); or 5-2007 (72 FR 31160) as 
applicable; and 29 CFR part 1911.
    Sections 1926.58, 1926.59, 1926.60, and 1926.65 also issued under 5 
U.S.C. 553 and 29 CFR part 1911.
    Section 1926.62 of 29 CFR also issued under section 1031 of the 
Housing and Community Development Act of 1992 (42 U.S.C. 4853).
    Section 1926.65 of 29 CFR also issued under section 126 of the 
Superfund Amendments and Reauthorization Act of 1986, as amended (29 
U.S.C. 655 note), and 5 U.S.C. 553.



Sec. 1926.50  Medical services and first aid.

    (a) The employer shall insure the availability of medical personnel 
for advice and consultation on matters of occupational health.
    (b) Provisions shall be made prior to commencement of the project 
for prompt medical attention in case of serious injury.
    (c) In the absence of an infirmary, clinic, hospital, or physician, 
that is reasonably accessible in terms of time and distance to the 
worksite, which is available for the treatment of injured employees, a 
person who has a valid certificate in first-aid training from the U.S. 
Bureau of Mines, the American Red Cross, or equivalent training that can 
be verified by documentary evidence, shall be available at the worksite 
to render first aid.
    (d)(1) First aid supplies shall be easily accessible when required.
    (2) The contents of the first aid kit shall be placed in a 
weatherproof container with individual sealed packages for each type of 
item, and shall be checked by the employer before being sent out on each 
job and at least weekly on each job to ensure that the expended items 
are replaced.
    (e) Proper equipment for prompt transportation of the injured person 
to a physician or hospital, or a communication system for contacting 
necessary ambulance service, shall be provided.
    (f) In areas where 911 is not available, the telephone numbers of 
the physicians, hospitals, or ambulances shall be conspicuously posted.
    (g) Where the eyes or body of any person may be exposed to injurious 
corrosive materials, suitable facilities for quick drenching or flushing 
of the eyes and body shall be provided within the work area for 
immediate emergency use.

       Appendix A to Sec. 1926.50--First aid Kits (Non-Mandatory)

    First aid supplies are required to be easily accessible under 
paragraph Sec. 1926.50(d)(1). An example of the minimal contents of a 
generic first aid kit is described in American National Standard (ANSI) 
Z308.1-1978 ``Minimum Requirements for Industrial Unit-Type First-aid 
Kits''. The contents of the kit listed in the ANSI standard should be 
adequate for small work sites. When larger operations or multiple 
operations are being conducted at the same location, employers should 
determine the need for additional first aid kits at the worksite, 
additional types of first aid equipment and supplies and additional 
quantities and types of supplies and equipment in the first aid kits.
    In a similar fashion, employers who have unique or changing first-
aid needs in their workplace, may need to enhance their first-aid kits. 
The employer can use the OSHA 200 log, OSHA 101's or other reports to 
identify these unique problems. Consultation from the local Fire/Rescue 
Department, appropriate medical professional, or local emergency room 
may be helpful to employers in these circumstances. By assessing the 
specific needs of their workplace, employers can ensure that reasonably 
anticipated supplies are available. Employers should assess the specific 
needs of their worksite periodically and augment the first aid kit 
appropriately.
    If it is reasonably anticipated employees will be exposed to blood 
or other potentially infectious materials while using first-aid 
supplies, employers should provide personal protective equipment (PPE). 
Appropriate PPE includes gloves, gowns, face shields,

[[Page 28]]

masks and eye protection (see ``Occupational Exposure to Blood borne 
Pathogens'', 29 CFR 1910.1030(d)(3)) (56 FR 64175).

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 49 
FR 18295, Apr. 30, 1984; 58 FR 35084, June 30, 1993; 61 FR 5510, Feb. 
13, 1996; 63 FR 33469, June 18, 1998]



Sec. 1926.51  Sanitation.

    (a) Potable water. (1) An adequate supply of potable water shall be 
provided in all places of employment.
    (2) Portable containers used to dispense drinking water shall be 
capable of being tightly closed, and equipped with a tap. Water shall 
not be dipped from containers.
    (3) Any container used to distribute drinking water shall be clearly 
marked as to the nature of its contents and not used for any other 
purpose.
    (4) The common drinking cup is prohibited.
    (5) Where single service cups (to be used but once) are supplied, 
both a sanitary container for the unused cups and a receptacle for 
disposing of the used cups shall be provided.
    (6) Potable water means water which meets the quality standards 
prescribed in the U.S. Public Health Service Drinking Water Standards, 
published in 42 CFR part 72, or water which is approved for drinking 
purposes by the State or local authority having jurisdiction.
    (b) Nonpotable water. (1) Outlets for nonpotable water, such as 
water for industrial or firefighting purposes only, shall be identified 
by signs meeting the requirements of subpart G of this part, to indicate 
clearly that the water is unsafe and is not to be used for drinking, 
washing, or cooking purposes.
    (2) There shall be no cross-connection, open or potential, between a 
system furnishing potable water and a system furnishing nonpotable 
water.
    (c) Toilets at construction jobsites. (1) Toilets shall be provided 
for employees according to the following table:

                                Table D-1
------------------------------------------------------------------------
          Number of employees              Minimum number of facilities
------------------------------------------------------------------------
20 or less.............................  1.
20 or more.............................  1 toilet seat and 1 urinal per
                                          40 workers.
200 or more............................  1 toilet seat and 1 urinal per
                                          50 workers.
------------------------------------------------------------------------

    (2) Under temporary field conditions, provisions shall be made to 
assure not less than one toilet facility is available.
    (3) Job sites, not provided with a sanitary sewer, shall be provided 
with one of the following toilet facilities unless prohibited by local 
codes:
    (i) Privies (where their use will not contaminate ground or surface 
water);
    (ii) Chemical toilets;
    (iii) Recirculating toilets;
    (iv) Combustion toilets.
    (4) The requirements of this paragraph (c) for sanitation facilities 
shall not apply to mobile crews having transportation readily available 
to nearby toilet facilities.
    (d) Food handling. (1) All employees' food service facilities and 
operations shall meet the applicable laws, ordinances, and regulations 
of the jurisdictions in which they are located.
    (2) All employee food service facilities and operations shall be 
carried out in accordance with sound hygienic principles. In all places 
of employment where all or part of the food service is provided, the 
food dispensed shall be wholesome, free from spoilage, and shall be 
processed, prepared, handled, and stored in such a manner as to be 
protected against contamination.
    (e) Temporary sleeping quarters. When temporary sleeping quarters 
are provided, they shall be heated, ventilated, and lighted.
    (f) Washing facilities. (1) The employer shall provide adequate 
washing facilities for employees engaged in the application of paints, 
coating, herbicides, or insecticides, or in other operations where 
contaminants may be harmful to the employees. Such facilities shall be 
in near proximity to the worksite and shall be so equipped as to enable 
employees to remove such substances.
    (2) General. Washing facilities shall be maintained in a sanitary 
condition.
    (3) Lavatories. (i) Lavatories shall be made available in all places 
of employment. The requirements of this subdivision do not apply to 
mobile crews or to normally unattended work locations if employees 
working at these locations have transportation readily available to 
nearby washing facilities which meet the other requirements of this 
paragraph.

[[Page 29]]

    (ii) Each lavatory shall be provided with hot and cold running 
water, or tepid running water.
    (iii) Hand soap or similar cleansing agents shall be provided.
    (iv) Individual hand towels or sections thereof, of cloth or paper, 
warm air blowers or clean individual sections of continuous cloth 
toweling, convenient to the lavatories, shall be provided.
    (4) Showers. (i) Whenever showers are required by a particular 
standard, the showers shall be provided in accordance with paragraphs 
(f)(4) (ii) through (v) of this section.
    (ii) One shower shall be provided for each 10 employees of each sex, 
or numerical fraction thereof, who are required to shower during the 
same shift.
    (iii) Body soap or other appropriate cleansing agents convenient to 
the showers shall be provided as specified in paragraph (f)(3)(iii) of 
this section.
    (iv) Showers shall be provided with hot and cold water feeding a 
common discharge line.
    (v) Employees who use showers shall be provided with individual 
clean towels.
    (g) Eating and drinking areas. No employee shall be allowed to 
consume food or beverages in a toilet room nor in any area exposed to a 
toxic material.
    (h) Vermin control. Every enclosed workplace shall be so 
constructed, equipped, and maintained, so far as reasonably practicable, 
as to prevent the entrance or harborage of rodents, insects, and other 
vermin. A continuing and effective extermination program shall be 
instituted where their presence is detected.
    (i) Change rooms. Whenever employees are required by a particular 
standard to wear protective clothing because of the possibility of 
contamination with toxic materials, change rooms equipped with storage 
facilities for street clothes and separate storage facilities for the 
protective clothing shall be provided.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35084, June 30, 1993]



Sec. 1926.52  Occupational noise exposure.

    (a) Protection against the effects of noise exposure shall be 
provided when the sound levels exceed those shown in Table D-2 of this 
section when measured on the A-scale of a standard sound level meter at 
slow response.
    (b) When employees are subjected to sound levels exceeding those 
listed in Table D-2 of this section, feasible administrative or 
engineering controls shall be utilized. If such controls fail to reduce 
sound levels within the levels of the table, personal protective 
equipment as required in subpart E, shall be provided and used to reduce 
sound levels within the levels of the table.
    (c) If the variations in noise level involve maxima at intervals of 
1 second or less, it is to be considered continuous.
    (d)(1) In all cases where the sound levels exceed the values shown 
herein, a continuing, effective hearing conservation program shall be 
administered.

                 Table D-2--Permissible Noise Exposures
------------------------------------------------------------------------
                                                             Sound level
                  Duration per day, hours                      dBA slow
                                                               response
------------------------------------------------------------------------
8..........................................................           90
6..........................................................           92
4..........................................................           95
3..........................................................           97
2..........................................................          100
1\1/2\.....................................................          102
1..........................................................          105
\1/2\......................................................          110
\1/4\ or less..............................................          115
------------------------------------------------------------------------

    (2)(i) When the daily noise exposure is composed of two or more 
periods of noise exposure of different levels, their combined effect 
should be considered, rather than the individual effect of each. 
Exposure to different levels for various periods of time shall be 
computed according to the formula set forth in paragraph (d)(2)(ii) of 
this section.
    (ii) Fe = (T1/L1)+(T2/L2)+ [middot] [middot] [middot] + 
(Tn/Ln)

Where:

Fe = The equivalent noise exposure factor.
T = The period of noise exposure at any essentially constant level.
L = The duration of the permissible noise exposure at the constant level 
(from Table D-2).


If the value of Fe exceeds unity (1) the exposure exceeds 
permissible levels.

[[Page 30]]

    (iii) A sample computation showing an application of the formula in 
paragraph (d)(2)(ii) of this section is as follows. An employee is 
exposed at these levels for these periods:

110 db A \1/4\ hour.
100 db A \1/2\ hour.
90 db A 1\1/2\ hours.

Fe = (\1/4\/\1/2\)+(\1/2\/2)+(1\1/2\/8)
Fe = 0.500+0.25+0.188
Fe = 0.938


Since the value of Fe does not exceed unity, the exposure is 
within permissible limits.
    (e) Exposure to impulsive or impact noise should not exceed 140 dB 
peak sound pressure level.



Sec. 1926.53  Ionizing radiation.

    (a) In construction and related activities involving the use of 
sources of ionizing radiation, the pertinent provisions of the Nuclear 
Regulatory Commission's Standards for Protection Against Radiation (10 
CFR part 20), relating to protection against occupational radiation 
exposure, shall apply.
    (b) Any activity which involves the use of radioactive materials or 
X-rays, whether or not under license from the Nuclear Regulatory 
Commission, shall be performed by competent persons specially trained in 
the proper and safe operation of such equipment. In the case of 
materials used under Commission license, only persons actually licensed, 
or competent persons under direction and supervision of the licensee, 
shall perform such work.
    (c)-(r) [Reserved]

    Note: The requirements applicable to construction work under 
paragraphs (c) through (r) of this section are identical to those set 
forth at paragraphs (a) through (p) of Sec. 1910.1096 of this chapter.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 61 
FR 5510, Feb. 13, 1996; 61 FR 31431, June 20, 1996]



Sec. 1926.54  Nonionizing radiation.

    (a) Only qualified and trained employees shall be assigned to 
install, adjust, and operate laser equipment.
    (b) Proof of qualification of the laser equipment operator shall be 
available and in possession of the operator at all times.
    (c) Employees, when working in areas in which a potential exposure 
to direct or reflected laser light greater than 0.005 watts (5 
milliwatts) exists, shall be provided with antilaser eye protection 
devices as specified in subpart E of this part.
    (d) Areas in which lasers are used shall be posted with standard 
laser warning placards.
    (e) Beam shutters or caps shall be utilized, or the laser turned 
off, when laser transmission is not actually required. When the laser is 
left unattended for a substantial period of time, such as during lunch 
hour, overnight, or at change of shifts, the laser shall be turned off.
    (f) Only mechanical or electronic means shall be used as a detector 
for guiding the internal alignment of the laser.
    (g) The laser beam shall not be directed at employees.
    (h) When it is raining or snowing, or when there is dust or fog in 
the air, the operation of laser systems shall be prohibited where 
practicable; in any event, employees shall be kept out of range of the 
area of source and target during such weather conditions.
    (i) Laser equipment shall bear a label to indicate maximum output.
    (j) Employees shall not be exposed to light intensities above:
    (1) Direct staring: 1 micro-watt per square centimeter;
    (2) Incidental observing: 1 milliwatt per square centimeter;
    (3) Diffused reflected light: 2\1/2\ watts per square centimeter.
    (k) Laser unit in operation should be set up above the heads of the 
employees, when possible.
    (l) Employees shall not be exposed to microwave power densities in 
excess of 10 milliwatts per square centimeter.



Sec. 1926.55  Gases, vapors, fumes, dusts, and mists.

    (a) Exposure of employees to inhalation, ingestion, skin absorption, 
or contact with any material or substance at a concentration above those 
specified in the ``Threshold Limit Values of Airborne Contaminants for 
1970'' of the American Conference of Governmental Industrial Hygienists, 
shall be avoided. See Appendix A to this section.

[[Page 31]]

    (b) To achieve compliance with paragraph (a) of this section, 
administrative or engineering controls must first be implemented 
whenever feasible. When such controls are not feasible to achieve full 
compliance, protective equipment or other protective measures shall be 
used to keep the exposure of employees to air contaminants within the 
limits prescribed in this section. Any equipment and technical measures 
used for this purpose must first be approved for each particular use by 
a competent industrial hygienist or other technically qualified person. 
Whenever respirators are used, their use shall comply with Sec. 
1926.103.
    (c) Paragraphs (a) and (b) of this section do not apply to the 
exposure of employees to airborne asbestos, tremolite, anthophyllite, or 
actinolite dust. Whenever any employee is exposed to airborne asbestos, 
tremolite, anthophyllite, or actinolite dust, the requirements of Sec. 
1910.1101 or Sec. 1926.58 of this title shall apply.
    (d) Paragraphs (a) and (b) of this section do not apply to the 
exposure of employees to formaldehyde. Whenever any employee is exposed 
to formaldehyde, the requirements of Sec. 1910.1048 of this title shall 
apply.

 Appendix A to Sec. 1926.55--1970 American Conference of Governmental 
 Industrial Hygienists' Threshold Limit Values of Airborne Contaminants

                        Threshold Limit Values of Airborne Contaminants for Construction
----------------------------------------------------------------------------------------------------------------
                                                                                          mg/m         Skin
                          Substance                              CAS No. \d\   ppm \a\   \3,b\     Designation
----------------------------------------------------------------------------------------------------------------
  Abate; see Temephos........................................
  Acetaldehyde...............................................         75-07-0     200      360               --
  Acetic acid................................................         64-19-7      10       25               --
  Acetic anhydride...........................................        108-24-7       5       20               --
  Acetone....................................................         67-64-1    1000     2400               --
  Acetonitrile...............................................         75-05-8      40       70               --
  2-Acetylaminofluorine; see Sec.  1926.1114................         53-96-3
  Acetylene..................................................         74-86-2       E
  Acetylene dichloride; see 1,2-Dichloroethylene.............
  Acetylene tetrabromide.....................................         79-27-6       1       14               --
  Acrolein...................................................        107-02-8     0.1     0.25               --
  Acrylamide.................................................         79-06-1      --      0.3                X
  Acrylonitrile; see Sec.  1926.1145........................        107-13-1
  Aldrin.....................................................        309-00-2      --     0.25                X
  Allyl alcohol..............................................        107-18-6       2        5                X
  Allyl chloride.............................................        107-05-1       1        3               --
  Allyl glycidyl ether (AGE).................................        106-92-3       (C)10    (C)45           --
  Allyl propyl disulfide.....................................       2179-59-1       2       12               --
  alpha-Alumina..............................................       1344-28-1
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Alundum; see alpha-Alumina.................................
  4-Aminodiphenyl; see Sec.  1926.1111......................         92-67-1
  2-Aminoethanol; see Ethanolamine...........................
  2-Aminopyridine............................................        504-29-0     0.5        2               --
  Ammonia....................................................       7664-41-7      50       35               --
  Ammonium sulfamate.........................................       7773-06-0
    Total dust...............................................  ..............      --       15               --
    Respirable fraction......................................  ..............      --        5               --
  n-Amyl acetate.............................................        628-63-7     100      525               --
  sec-Amyl acetate...........................................        626-38-0     125      650               --
  Aniline and homologs.......................................         62-53-3       5       19                X
  Anisidine (o-, p-isomers)..................................      29191-52-4      --      0.5                X
  Antimony and compounds (as Sb).............................       7440-36-0      --      0.5               --
  ANTU (alpha Naphthylthiourea)..............................         86-88-4      --      0.3               --
  Argon......................................................       7440-37-1       E

[[Page 32]]

 
  Arsenic, inorganic compounds (as As); see Sec.  1926.1118.       7440-38-2      --       --               --
  Arsenic, organic compounds (as As).........................       7440-38-2      --      0.5               --
  Arsine.....................................................       7784-42-1    0.05      0.2               --
  Asbestos; see 1926.58......................................
  Azinphos-methyl............................................         86-50-0      --      0.2                X
  Barium, soluble compounds (as Ba)..........................       7440-39-3      --      0.5               --
  Benzene \g\; see Sec.  1926.1128..........................         71-43-2
  Benzidine; see Sec.  1926.1110............................         92-87-5
  p-Benzoquinone; see Quinone................................
  Benzo(a)pyrene; see Coal tar pitch volatiles...............
  Benzoyl peroxide...........................................         94-36-0      --        5               --
  Benzyl chloride............................................        100-44-7       1        5               --
  Beryllium and beryllium compounds (as Be)..................       7440-41-7      --    0.002               --
  Biphenyl; see Diphenyl.....................................
  Bisphenol A; see Diglycidyl ether..........................
  Boron oxide................................................       1303-86-2
    Total dust...............................................  ..............      --       15               --
  Boron tribromide...........................................      10294-33-4       1       10               --
  Boron trifluoride..........................................       7637-07-2       (C)1     (C)3            --
  Bromine....................................................       7726-95-6     0.1      0.7               --
  Bromine pentafluoride......................................       7789-30-2     0.1      0.7               --
  Bromoform..................................................         75-25-2     0.5        5                X
  Butadiene (1,3-Butadiene); see 29 CFR 1910.1051; 29 CFR            106-99-0  STEL 1   .......              --
   1910.19(l)................................................                   ppm/5
                                                                                  ppm
  Butanethiol; see Butyl mercaptan...........................
  2-Butanone (Methyl ethyl ketone)...........................         78-93-3     200      590               --
  2-Butoxyethanol............................................        111-76-2      50      240                X
  n-Butyl-acetate............................................        123-86-4     150      710               --
  sec-Butyl acetate..........................................        105-46-4     200      950               --
  tert-Butyl acetate.........................................        540-88-5     200      950               --
  n-Butyl alcohol............................................         71-36-3     100      300               --
  sec-Butyl alcohol..........................................         78-92-2     150      450               --
  tert-Butyl alcohol.........................................         75-65-0     100      300               --
  Butylamine.................................................        109-73-9       (C)5     (C)15            X
  tert-Butyl chromate (as CrO3); see 1926.1126 \n\...........       1189-85-1
  n-Butyl glycidyl ether (BGE)...............................       2426-08-6      50      270               --
  Butyl mercaptan............................................        109-79-5     0.5      1.5               --
  p-tert-Butyltoluene........................................         98-51-1      10       60               --
  Cadmium (as Cd); see 1926.1127.............................       7440-43-9
  Calcium carbonate..........................................       1317-65-3
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Calcium oxide..............................................       1305-78-8      --        5               --
  Calcium sulfate............................................       7778-18-9
    Total dust...............................................  ..............      --       15               --
    Respirable fraction......................................  ..............      --        5               --
  Camphor, synthetic.........................................         76-22-2      --        2               --
  Carbaryl (Sevin)...........................................         63-25-2      --        5               --
  Carbon black...............................................       1333-86-4      --      3.5               --
  Carbon dioxide.............................................        124-38-9    5000     9000               --
  Carbon disulfide...........................................         75-15-0      20       60                X
  Carbon monoxide............................................        630-08-0      50       55               --
  Carbon tetrachloride.......................................         56-23-5      10       65                X
  Cellulose..................................................       9004-34-6
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Chlordane..................................................         57-74-9      --      0.5                X

[[Page 33]]

 
  Chlorinated camphene.......................................       8001-35-2      --      0.5                X
  Chlorinated diphenyl oxide.................................      55720-99-5      --      0.5               --
  Chlorine...................................................       7782-50-5       1        3               --
  Chlorine dioxide...........................................      10049-04-4     0.1      0.3
  Chlorine trifluoride.......................................       7790-91-2       (C)0.1   (C)0.4          --
  Chloroacetaldehyde.........................................        107-20-0       (C)1     (C)3            --
  a-Chloroacetophenone (Phenacyl chloride)...................        532-27-4    0.05      0.3               --
  Chlorobenzene..............................................        108-90-7      75      350               --
  o-Chlorobenzylidene malononitrile..........................       2698-41-1    0.05      0.4               --
  Chlorobromomethane.........................................         74-97-5     200     1050               --
  2-Chloro-1,3-butadiene; see beta-Chloroprene...............
  Chlorodiphenyl (42% Chlorine) (PCB)........................      53469-21-9      --        1                X
  Chlorodiphenyl (54% Chlorine) (PCB)........................      11097-69-1      --      0.5                X
  1-Chloro,2,3-epoxypropane; see Epichlorohydrin.............
  2-Chloroethanol; see Ethylene chlorohydrin.................
  Chloroethylene; see Vinyl chloride.........................
  Chloroform (Trichloromethane)..............................         67-66-3       (C)50    (C)240          --
  bis(Chloromethyl) ether; see Sec.  1926.1108..............        542-88-1
  Chloromethyl methyl ether; see Sec.  1926.1106............        107-30-2
  1-Chloro-1-nitropropane....................................        600-25-9      20      100               --
  Chloropicrin...............................................         76-06-2     0.1      0.7               --
  beta-Chloroprene...........................................        126-99-8      25       90                X
  Chromium (II) compounds....................................
    (as Cr)..................................................       7440-47-3      --      0.5               --
  Chromium (III) compounds...................................
    (as Cr)..................................................       7440-47-3      --      0.5               --
  Chromium (VI) compounds; See 1926.1126 \o\.................
  Chromium metal and insol. salts (as Cr)....................       7440-47-3      --        1               --
  Chrysene; see Coal tar pitch volatiles.....................
  Coal tar pitch volatiles (benzene soluble fraction),             65996-93-2      --      0.2               --
   anthracene, BaP, phenanthrene, acridine, chrysene, pyrene.
  Cobalt metal, dust, and fume (as Co).......................       7440-48-4      --      0.1               --
  Coke oven emissions; see Sec.  1926.1129..................
  Copper.....................................................       7440-50-8
    Fume (as Cu).............................................  ..............      --      0.1               --
    Dusts and mists (as Cu)..................................  ..............      --        1               --
  Corundum; see Emery........................................
  Cotton dust (raw)..........................................  ..............      --        1
  Crag herbicide (Sesone)....................................        136-78-7
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Cresol, all isomers........................................       1319-77-3       5       22                X
  Crotonaldehyde.............................................       123-73-9;       2        6
                                                                    4170-30-3
  Cumene.....................................................         98-82-8      50      245                X
  Cyanides (as CN)...........................................     Varies with      --        5                X
                                                                     Compound
  Cyanogen...................................................        460-19-5      10       --               --
  Cyclohexane................................................        110-82-7     300     1050               --
  Cyclohexanol...............................................        108-93-0      50      200               --
  Cyclohexanone..............................................        108-94-1      50      200               --
  Cyclohexene................................................        110-83-8     300     1015               --
  Cyclonite..................................................        121-82-4      --      1.5                X

[[Page 34]]

 
  Cyclopentadiene............................................        542-92-7      75      200               --
  DDT, see Dichlorodiphenyltrichloroethane...................
  DDVP, see Dichlorvos.......................................
  2,4-D (Dichlorophenoxyacetic acid).........................         94-75-7      --       10               --
  Decaborane.................................................      17702-41-9    0.05      0.3                X
  Demeton (Systox)...........................................       8065-48-3      --      0.1                X
  Diacetone alcohol (4-Hydroxy-4-methyl-2-pentanone).........        123-42-2      50      240               --
  1,2-Diaminoethane; see Ethylenediamine.....................
  Diazomethane...............................................        334-88-3     0.2      0.4               --
  Diborane...................................................      19287-45-7     0.1      0.1               --
  1,2-Dibromo-3-chloropropane (DBCP); see Sec.  1926.1144...         96-12-8  .......  .......              --
  1,2-Dibromoethane; see Ethylene dibromide..................
  Dibutyl phosphate..........................................        107-66-4       1        5               --
  Dibutyl phthalate..........................................         84-74-2      --        5               --
  Dichloroacetylene..........................................       7572-29-4       (C)0.1   (C)0.4          --
  o-Dichlorobenzene..........................................         95-50-1       (C)50    (C)300          --
  p-Dichlorobenzene..........................................        106-46-7      75      450               --
  3,3'-Dichlorobenzidine; see Sec.  1926.1107...............         91-94-1
  Dichlorodifluoromethane....................................         75-71-8    1000     4950               --
  1,3-Dichloro-5,5-dimethyl hydantoin........................        118-52-5      --      0.2               --
  Dichlorodiphenyltrichloroethane (DDT)......................         50-29-3      --        1                X
  1,1-Dichloroethane.........................................         75-34-3     100      400               --
  1,2-Dichloroethane; see Ethylene dichloride................
  1,2-Dichloroethylene.......................................        540-59-0     200      790               --
  Dichloroethyl ether........................................        111-44-4       (C)15    (C)90            X
  Dichloromethane; see Methylene chloride....................
  Dichloromonofluoromethane..................................         75-43-4    1000     4200               --
  1,1-Dichloro-1-nitroethane.................................        594-72-9       (C)10    (C)60           --
  1,2-Dichloropropane; see Propylene dichloride..............
  Dichlorotetrafluoroethane..................................         76-14-2    1000     7000               --
  Dichlorvos (DDVP)..........................................         62-73-7      --        1                X
  Dieldrin...................................................         60-57-1      --     0.25                X
  Diethylamine...............................................        109-89-7      25       75               --
  2-Diethylaminoethanol......................................        100-37-8      10       50                X
  Diethylene triamine........................................        111-40-0       (C)10    (C)42            X
  Diethyl ether; see Ethyl ether.............................
  Difluorodibromomethane.....................................         75-61-6     100      860               --
  Diglycidyl ether (DGE).....................................       2238-07-5       (C)0.5   (C)2.8          --
  Dihydroxybenzene; see Hydroquinone.........................
  Diisobutyl ketone..........................................        108-83-8      50      290               --
  Diisopropylamine...........................................        108-18-9       5       20                X
  4-Dimethylaminoazobenzene; see Sec.  1926.1115............         60-11-7
  Dimethoxymethane; see Methylal.............................
  Dimethyl acetamide.........................................        127-19-5      10       35                X
  Dimethylamine..............................................        124-40-3      10       18               --
  Dimethylaminobenzene; see Xylidine.........................
  Dimethylaniline (N,N-Dimethylaniline)......................        121-69-7       5       25                X
  Dimethylbenzene; see Xylene................................
  Dimethyl-1,2-dibromo- 2,2-dichloroethyl phosphate..........        300-76-5      --        3               --
  Dimethylformamide..........................................         68-12-2      10       30                X

[[Page 35]]

 
  2,6-Dimethyl-4-heptanone; see Diisobutyl ketone............
  1,1-Dimethylhydrazine......................................         57-14-7     0.5        1                X
  Dimethylphthalate..........................................        131-11-3      --        5               --
  Dimethyl sulfate...........................................         77-78-3       1        5                X
  Dinitrobenzene (all isomers)...............................  ..............  .......       1                X
    (ortho)..................................................        528-29-0
    (meta)...................................................         99-65-0
    (para)...................................................        100-25-4
  Dinitro-o-cresol...........................................        534-52-1      --      0.2                X
  Dinitrotoluene.............................................      25321-14-6      --      1.5                X
  Dioxane (Diethylene dioxide)...............................        123-91-1     100      360                X
  Diphenyl (Biphenyl)........................................         92-52-4     0.2        1               --
  Diphenylamine..............................................        122-39-4      --       10               --
  Diphenylmethane diisocyanate; see Methylene bisphenyl
   isocyanate................................................
  Dipropylene glycol methyl ether............................      34590-94-8     100      600                X
  Di-sec octyl phthalate (Di-(2-ethylhexyl) phthalate).......        117-81-7      --        5               --
  Emery......................................................      12415-34-8
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Endosulfan.................................................        115-29-7      --      0.1                X
  Endrin.....................................................         72-20-8      --      0.1                X
  Epichlorohydrin............................................        106-89-8       5       19                X
  EPN........................................................       2104-64-5      --      0.5                X
  1,2-Epoxypropane; see Propylene oxide......................
  2,3-Epoxy-1-propanol; see Glycidol.........................
  Ethane.....................................................         74-84-0       E
  Ethanethiol; see Ethyl mercaptan...........................
  Ethanolamine...............................................        141-43-5       3        6               --
  2-Ethoxyethanol (Cellosolve)...............................        110-80-5     200      740                X
  2-Ethoxyethyl acetate (Cellosolve acetate).................        111-15-9     100      540                X
  Ethyl acetate..............................................        141-78-6     400     1400               --
  Ethyl acrylate.............................................        140-88-5      25      100                X
  Ethyl alcohol (Ethanol)....................................         64-17-5    1000     1900               --
  Ethylamine.................................................         75-04-7      10       18               --
  Ethyl amyl ketone (5-Methyl-3-heptanone)...................        541-85-5      25      130               --
  Ethyl benzene..............................................        100-41-4     100      435               --
  Ethyl bromide..............................................         74-96-4     200      890               --
  Ethyl butyl ketone (3-Heptanone)...........................        106-35-4      50      230               --
  Ethyl chloride.............................................         75-00-3    1000     2600               --
  Ethyl ether................................................         60-29-7     400     1200               --
  Ethyl formate..............................................        109-94-4     100      300               --
  Ethyl mercaptan............................................         75-08-1     0.5        1               --
  Ethyl silicate.............................................         78-10-4     100      850               --
  Ethylene...................................................         74-85-1       E
  Ethylene chlorohydrin......................................        107-07-3       5       16                X
  Ethylenediamine............................................        107-15-3      10       25               --
  Ethylene dibromide.........................................        106-93-4       (C)25    (C)190           X
  Ethylene dichloride (1,2-Dichloroethane)...................        107-06-2      50      200               --
  Ethylene glycol dinitrate..................................        628-96-6       (C)0.2   (C)1             X
  Ethylene glycol methyl acetate; see Methyl cellosolve
   acetate...................................................
  Ethyleneimine; see Sec.  1926.1112........................        151-56-4
  Ethylene oxide; see Sec.  1926.1147.......................         75-21-8
  Ethylidene chloride; see 1,1-Dichloroethane................

[[Page 36]]

 
  N-Ethylmorpholine..........................................        100-74-3      20       94                X
  Ferbam.....................................................      14484-64-1
    Total dust...............................................  ..............      --       15               --
  Ferrovanadium dust.........................................      12604-58-9      --        1               --
  Fibrous Glass..............................................
    Total dust...............................................  ..............  .......  .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Fluorides (as F)...........................................     Varies with      --      2.5               --
                                                                     compound
  Fluorine...................................................       7782-41-4     0.1      0.2               --
  Fluorotrichloromethane (Trichlorofluoromethane)............         75-69-4    1000     5600               --
  Formaldehyde; see Sec.  1926.1148.........................         50-00-0
  Formic acid................................................         64-18-6       5        9               --
  Furfural...................................................         98-01-1       5       20                X
  Furfuryl alcohol...........................................         98-00-0      50      200               --
  Gasoline...................................................       8006-61-9  .......   A \3\               --
  Glycerin (mist)............................................         56-81-5
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Glycidol...................................................        556-52-5      50      150               --
  Glycol monoethyl ether; see 2-Ethoxyethanol................
  Graphite, natural, respirable dust.........................       7782-42-5   (\2\)    (\2\)            (\2\)
  Graphite, synthetic........................................
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Guthion; see Azinphos methyl...............................
  Gypsum.....................................................      13397-24-5
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Hafnium....................................................       7440-58-6      --      0.5               --
  Helium.....................................................       7440-59-7       E
  Heptachlor.................................................         76-44-8      --      0.5                X
  Heptane (n-Heptane)........................................        142-82-5     500     2000               --
  Hexachloroethane...........................................         67-72-1       1       10                X
  Hexachloronaphthalene......................................       1335-87-1      --      0.2                X
  n-Hexane...................................................        110-54-3     500     1800               --
  2-Hexanone (Methyl n-butyl ketone).........................        591-78-6     100      410               --
  Hexone (Methyl isobutyl ketone)............................        108-10-1     100      410               --
  sec-Hexyl acetate..........................................        108-84-9      50      300               --
  Hydrazine..................................................        302-01-2       1      1.3                X
  Hydrogen...................................................       1333-74-0       E
  Hydrogen bromide...........................................      10035-10-6       3       10               --
  Hydrogen chloride..........................................       7647-01-0       (C)5     (C)7            --
  Hydrogen cyanide...........................................         74-90-8      10       11                X
  Hydrogen fluoride (as F)...................................       7664-39-3       3        2               --
  Hydrogen peroxide..........................................       7722-84-1       1      1.4               --
  Hydrogen selenide (as Se)..................................       7783-07-5    0.05      .02               --
  Hydrogen sulfide...........................................       7783-06-4      10       15               --
  Hydroquinone...............................................        123-31-9      --        2               --
  Indene.....................................................         95-13-6      10       45               --
  Indium and compounds (as In)...............................       7440-74-6      --      0.1               --
  Iodine.....................................................       7553-56-2       (C)0.1   (C)1            --
  Iron oxide fume............................................       1309-37-1      --       10               --
  Iron salts (soluble) (as Fe)...............................     Varies with      --        1               --
                                                                     compound
  Isoamyl acetate............................................        123-92-2     100      525               --
  Isoamyl alcohol (primary and secondary)....................        123-51-3     100      360               --
  Isobutyl acetate...........................................        110-19-0     150      700               --
  Isobutyl alcohol...........................................         78-83-1     100      300               --

[[Page 37]]

 
  Isophorone.................................................         78-59-1      25      140               --
  Isopropyl acetate..........................................        108-21-4     250      950               --
  Isopropyl alcohol..........................................         67-63-0     400      980               --
  Isopropylamine.............................................         75-31-0       5       12               --
  Isopropyl ether............................................        108-20-3     500     2100               --
  Isopropyl glycidyl ether (IGE).............................       4016-14-2      50      240               --
  Kaolin.....................................................       1332-58-7
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Ketene.....................................................        463-51-4     0.5      0.9               --
  Lead, inorganic (as Pb); see 1926.62.......................       7439-92-1
  Limestone..................................................       1317-65-3
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Lindane....................................................         58-89-9      --      0.5                X
  Lithium hydride............................................       7580-67-8      --    0.025               --
  L.P.G. (Liquefied petroleum gas)...........................      68476-85-7    1000     1800
  Magnesite..................................................        546-93-0
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Magnesium oxide fume.......................................       1309-48-4
    Total particulate........................................  ..............      15       --               --
  Malathion..................................................        121-75-5
    Total dust...............................................  ..............      --       15                X
  Maleic anhydride...........................................        108-31-6    0.25
  Manganese compounds (as Mn)................................       7439-96-5      --        (C)5            --
  Manganese fume (as Mn).....................................       7439-96-5      --        (C)5            --
  Marble.....................................................       1317-65-3
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Mercury (aryl and inorganic)(as Hg)........................       7439-97-6  .......     0.1                X
  Mercury (organo) alkyl compounds (as Hg)...................       7439-97-6      --     0.01                X
  Mercury (vapor) (as Hg)....................................       7439-97-6      --      0.1                X
  Mesityl oxide..............................................        141-79-7      25      100               --
  Methane....................................................         74-82-8       E
  Methanethiol; see Methyl mercaptan.........................
  Methoxychlor...............................................         72-43-5
    Total dust...............................................  ..............      --       15               --
  2-Methoxyethanol (Methyl cellosolve).......................        109-86-4      25       80                X
  2-Methoxyethyl acetate (Methyl cellosolve acetate).........        110-49-6      25      120                X
  Methyl acetate.............................................         79-20-9     200      610               --
  Methyl acetylene (Propyne).................................         74-99-7    1000     1650               --
  Methyl acetylene-propadiene mixture (MAPP).................  ..............    1000     1800               --
  Methyl acrylate............................................         96-33-3      10       35                X
  Methylal (Dimethoxy-methane)...............................        109-87-5    1000     3100               --
  Methyl alcohol.............................................         67-56-1     200      260               --
  Methylamine................................................         74-89-5      10       12               --
  Methyl amyl alcohol; see Methyl isobutyl carbinol..........
  Methyl n-amyl ketone.......................................        110-43-0     100      465               --
  Methyl bromide.............................................         74-83-9       (C)20    (C)80            X
  Methyl butyl ketone; see 2-Hexanone........................
  Methyl cellosolve; see 2-Methoxyethanol....................
  Methyl cellosolve acetate; see 2-Methoxyethyl acetate......
  Methylene chloride; see Sec.  1910.1052...................
  Methyl chloroform (1,1,1-Trichloroethane)..................         71-55-6     350     1900               --

[[Page 38]]

 
  Methylcyclohexane..........................................        108-87-2     500     2000               --
  Methylcyclohexanol.........................................      25639-42-3     100      470               --
  o-Methylcyclohexanone......................................        583-60-8     100      460                X
  Methylene chloride.........................................         75-09-2     500     1740               --
  Methylenedianiline (MDA)...................................        101-77-9
  Methyl ethyl ketone (MEK); see 2-Butanone..................
  Methyl formate.............................................        107-31-3     100      250               --
  Methyl hydrazine (Monomethyl hydrazine)....................         60-34-4       (C)0.2   (C)0.35          X
  Methyl iodide..............................................         74-88-4       5       28                X
  Methyl isoamyl ketone......................................        110-12-3     100      475               --
  Methyl isobutyl carbinol...................................        108-11-2      25      100                X
  Methyl isobutyl ketone; see Hexone.........................
  Methyl isocyanate..........................................        624-83-9    0.02     0.05                X
  Methyl mercaptan...........................................         74-93-1     0.5        1               --
  Methyl methacrylate........................................         80-62-6     100      410               --
  Methyl propyl ketone; see 2-Pentanone......................
  Methyl silicate............................................        681-84-5       (C)5     (C)30           --
  alpha-Methyl styrene.......................................         98-83-9       (C)100   (C)480          --
  Methylene bisphenyl isocyanate (MDI).......................        101-68-8       (C)0.02  (C)0.2          --
  Mica; see Silicates........................................
  Molybdenum (as Mo).........................................       7439-98-7
    Soluble compounds........................................  ..............      --        5               --
    Insoluble compounds......................................
     Total dust..............................................  ..............      --       15               --
  Monomethyl aniline.........................................        100-61-8       2        9                X
  Monomethyl hydrazine; see Methyl hydrazine.................
  Morpholine.................................................        110-91-8      20       70                X
  Naphtha (Coal tar).........................................       8030-30-6     100      400               --
  Naphthalene................................................         91-20-3      10       50               --
  alpha-Naphthylamine; see Sec.  1926.1104..................        134-32-7
  beta-Naphthylamine; see Sec.  1926.1109...................         91-59-8  .......  .......              --
  Neon.......................................................       7440-01-9       E
  Nickel carbonyl (as Ni)....................................      13463-39-3   0.001    0.007               --
  Nickel, metal and insoluble compounds (as Ni)..............       7440-02-0      --        1               --
  Nickel, soluble compounds (as Ni)..........................       7440-02-0      --        1               --
  Nicotine...................................................         54-11-5      --      0.5                X
  Nitric acid................................................       7697-37-2       2        5               --
  Nitric oxide...............................................      10102-43-9      25       30               --
  p-Nitroaniline.............................................        100-01-6       1        6                X
  Nitrobenzene...............................................         98-95-3       1        5                X
  p-Nitrochlorobenzene.......................................        100-00-5      --        1                X
  4-Nitrodiphenyl; see Sec.  1926.1103......................         92-93-3
  Nitroethane................................................         79-24-3     100      310               --
  Nitrogen...................................................       7727-37-9       E
  Nitrogen dioxide...........................................      10102-44-0       (C)5     (C)9            --
  Nitrogen trifluoride.......................................       7783-54-2      10       29               --
  Nitroglycerin..............................................         55-63-0       (C)0.2   (C)2             X
  Nitromethane...............................................         75-52-5     100      250               --
  1-Nitropropane.............................................        108-03-2      25       90               --
  2-Nitropropane.............................................         79-46-9      25       90               --
  N-Nitrosodimethylamine; see Sec.  1926.1116...............         62-79-9  .......  .......              --
  Nitrotoluene (all isomers).................................  ..............       5       30                X
    o-isomer.................................................        88-72-2;
    m-isomer.................................................        99-08-1;
    p-isomer.................................................         99-99-0
  Nitrotrichloromethane; see Chloropicrin....................
  Nitrous oxide..............................................      10024-97-2       E

[[Page 39]]

 
  Octachloronaphthalene......................................       2234-13-1      --      0.1                X
  Octane.....................................................        111-65-9     400     1900               --
  Oil mist, mineral..........................................       8012-95-1      --        5               --
  Osmium tetroxide (as Os)...................................      20816-12-0      --    0.002               --
  Oxalic acid................................................        144-62-7      --        1               --
  Oxygen difluoride..........................................       7783-41-7    0.05      0.1               --
  Ozone......................................................      10028-15-6     0.1      0.2               --
  Paraquat, respirable dust..................................      4685-14-7;      --      0.5                X
                                                                   1910-42-5;
                                                                    2074-50-2
  Parathion..................................................         56-38-2      --      0.1                X
  Particulates not otherwise regulated.......................
    Total dust organic and inorganic.........................  ..............      --       15               --
  PCB; see Chlorodiphenyl (42% and 54% chlorine).............
  Pentaborane................................................      19624-22-7   0.005     0.01               --
  Pentachloronaphthalene.....................................       1321-64-8      --      0.5                X
  Pentachlorophenol..........................................         87-86-5      --      0.5                X
  Pentaerythritol............................................        115-77-5
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Pentane....................................................        109-66-0     500     1500               --
  2-Pentanone (Methyl propyl ketone).........................        107-87-9     200      700               --
  Perchloroethylene (Tetrachloroethylene)....................        127-18-4     100      670               --
  Perchloromethyl mercaptan..................................        594-42-3     0.1      0.8               --
  Perchloryl fluoride........................................       7616-94-6       3     13.5               --
  Petroleum distillates (Naphtha)(Rubber Solvent)............  ..............  .......   A \3\               --
  Phenol.....................................................        108-95-2       5       19                X
  p-Phenylene diamine........................................        106-50-3      --      0.1                X
  Phenyl ether, vapor........................................        101-84-8       1        7               --
  Phenyl ether-biphenyl mixture, vapor.......................  ..............       1        7               --
  Phenylethylene; see Styrene................................
  Phenyl glycidyl ether (PGE)................................        122-60-1      10       60               --
  Phenylhydrazine............................................        100-63-0       5       22                X
  Phosdrin (Mevinphos).......................................       7786-34-7      --      0.1                X
  Phosgene (Carbonyl chloride)...............................         75-44-5     0.1      0.4               --
  Phosphine..................................................       7803-51-2     0.3      0.4               --
  Phosphoric acid............................................       7664-38-2      --        1               --
  Phosphorus (yellow)........................................       7723-14-0      --      0.1               --
  Phosphorus pentachloride...................................      10026-13-8      --        1               --
  Phosphorus pentasulfide....................................       1314-80-3      --        1               --
  Phosphorus trichloride.....................................       7719-12-2     0.5        3               --
  Phthalic anhydride.........................................         85-44-9       2       12               --
  Picric acid................................................         88-89-1      --      0.1                X
  Pindone (2-Pivalyl-1,3-indandione).........................         83-26-1      --      0.1               --
  Plaster of Paris...........................................      26499-65-0
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Platinum (as Pt)...........................................       7440-06-4
    Metal....................................................  ..............      --       --               --
    Soluble salts............................................  ..............      --    0.002               --
  Polytetrafluoroethylene decomposition products.............  ..............  .......   A \2\
  Portland cement............................................      65997-15-1
    Total dust...............................................  ..............      --       15               --
    Respirable fraction......................................  ..............       5   .......              --
  Propane....................................................         74-98-6       E
  Propargyl alcohol..........................................        107-19-7       1       --                X
  beta-Propriolactone; see Sec.  1926.1113..................         57-57-8
  n-Propyl acetate...........................................        109-60-4     200      840               --

[[Page 40]]

 
  n-Propyl alcohol...........................................         71-23-8     200      500               --
  n-Propyl nitrate...........................................        627-13-4      25      110               --
  Propylene dichloride.......................................         78-87-5      75      350               --
  Propylene imine............................................         75-55-8       2        5                X
  Propylene oxide............................................         75-56-9     100      240               --
  Propyne; see Methyl acetylene..............................
  Pyrethrum..................................................       8003-34-7      --        5               --
  Pyridine...................................................        110-86-1       5       15               --
  Quinone....................................................        106-51-4     0.1      0.4               --
  RDX; see Cyclonite.........................................
  Rhodium (as Rh), metal fume and insoluble compounds........       7440-16-6      --      0.1               --
  Rhodium (as Rh), soluble compounds.........................       7440-16-6      --    0.001               --
  Ronnel.....................................................        299-84-3      --       10               --
  Rotenone...................................................         83-79-4      --        5               --
  Rouge......................................................
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Selenium compounds (as Se).................................       7782-49-2      --      0.2               --
  Selenium hexafluoride (as Se)..............................       7783-79-1    0.05      0.4               --
  Silica, amorphous, precipitated and gel....................     112926-00-8   (\2\)    (\2\)            (\2\)
  Silica, amorphous, diatomaceous earth, containing less than      61790-53-2   (\2\)    (\2\)            (\2\)
   1% crystalline silica.....................................
  Silica, crystalline cristobalite, respirable dust..........      14464-46-1   (\2\)    (\2\)            (\2\)
  Silica, crystalline quartz, respirable dust................      14808-60-7   (\2\)    (\2\)            (\2\)
  Silica, crystalline tripoli (as quartz), respirable dust...       1317-95-9   (\2\)    (\2\)            (\2\)
  Silica, crystalline tridymite, respirable dust.............      15468-32-3   (\2\)    (\2\)            (\2\)
  Silica, fused, respirable dust.............................      60676-86-0   (\2\)    (\2\)            (\2\)
  Silicates (less than 1% crystalline silica)................
    Mica (respirable dust)...................................      12001-26-2   (\2\)    (\2\)            (\2\)
    Soapstone, total dust....................................  ..............   (\2\)    (\2\)            (\2\)
    Soapstone, respirable dust...............................  ..............   (\2\)    (\2\)            (\2\)
    Talc (containing asbestos); use asbestos limit; see
     1926.58.................................................
    Talc (containing no asbestos), respirable dust...........      14807-96-6   (\2\)    (\2\)            (\2\)
    Tremolite, asbestiform; see 1926.58......................
  Silicon carbide............................................        409-21-2
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Silver, metal and soluble compounds (as Ag)................       7440-22-4      --     0.01               --
  Soapstone; see Silicates...................................
  Sodium fluoroacetate.......................................         62-74-8      --     0.05                X
  Sodium hydroxide...........................................       1310-73-2      --        2               --
  Starch.....................................................       9005-25-8
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Stibine....................................................       7803-52-3     0.1      0.5               --
  Stoddard solvent...........................................       8052-41-3     200     1150               --
  Strychnine.................................................         57-24-9      --     0.15               --
  Styrene....................................................        100-42-5       (C)100   (C)420          --
  Sucrose....................................................         57-50-1
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Sulfur dioxide.............................................       7446-09-5       5       13               --

[[Page 41]]

 
  Sulfur hexafluoride........................................       2551-62-4    1000     6000               --
  Sulfuric acid..............................................       7664-93-9      --        1               --
  Sulfur monochloride........................................      10025-67-9       1        6               --
  Sulfur pentafluoride.......................................       5714-22-7   0.025     0.25               --
  Sulfuryl fluoride..........................................       2699-79-8       5       20               --
  Systox, see Demeton........................................
  2,4,5-T (2,4,5-trichlorophenoxyacetic acid)................         93-76-5      --       10               --
  Talc; see Silicates--......................................
  Tantalum, metal and oxide dust.............................       7440-25-7      --        5               --
  TEDP (Sulfotep)............................................       3689-24-5      --      0.2                X
  Teflon decomposition products..............................  ..............  .......      A2
  Tellurium and compounds (as Te)............................      13494-80-9      --      0.1               --
  Tellurium hexafluoride (as Te).............................       7783-80-4    0.02      0.2               --
  Temephos...................................................       3383-96-8
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  TEPP (Tetraethyl pyrophosphate)............................        107-49-3      --     0.05                X
  Terphenyls.................................................      26140-60-3       (C)1     (C)9            --
  1,1,1,2-Tetrachloro-2,2-difluoroethane.....................         76-11-9     500     4170               --
  1,1,2,2-Tetrachloro-1,2-difluoroethane.....................         76-12-0     500     4170               --
  1,1,2,2-Tetrachloroethane..................................         79-34-5       5       35                X
  Tetrachloroethylene; see Perchloroethylene.................
  Tetrachloromethane; see Carbon tetrachloride...............
  Tetrachloronaphthalene.....................................       1335-88-2      --        2                X
  Tetraethyl lead (as Pb)....................................         78-00-2      --      0.1                X
  Tetrahydrofuran............................................        109-99-9     200      590               --
  Tetramethyl lead, (as Pb)..................................         75-74-1      --     0.15                X
  Tetramethyl succinonitrile.................................       3333-52-6     0.5        3                X
  Tetranitromethane..........................................        509-14-8       1        8               --
  Tetryl (2,4,6-Trinitrophenylmethylnitramine)...............        479-45-8      --      1.5                X
  Thallium, soluble compounds (as Tl)........................       7440-28-0      --      0.1                X
  Thiram.....................................................        137-26-8      --        5               --
  Tin, inorganic compounds (except oxides) (as Sn)...........       7440-31-5      --        2               --
  Tin, organic compounds (as Sn).............................       7440-31-5      --      0.1               --
  Tin oxide (as Sn)..........................................      21651-19-4      --       --               --
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Titanium dioxide...........................................      13463-67-7
    Total dust...............................................  ..............      --   .......              --
  Toluene....................................................        108-88-3     200      750               --
  Toluene-2,4-diisocyanate (TDI).............................        584-84-9       (C)0.02  (C)0.14         --
  o-Toluidine................................................         95-53-4       5       22                X
  Toxaphene; see Chlorinated camphene........................
  Tremolite; see Silicates...................................
  Tributyl phosphate.........................................        126-73-8      --        5               --
  1,1,1-Trichloroethane; see Methyl chloroform...............
  1,1,2-Trichloroethane......................................         79-00-5      10       45                X
  Trichloroethylene..........................................         79-01-6     100      535               --
  Trichloromethane; see Chloroform...........................
  Trichloronaphthalene.......................................       1321-65-9      --        5                X
  1,2,3-Trichloropropane.....................................         96-18-4      50      300               --
  1,1,2-Trichloro-1,2,2-trifluoroethane......................         76-13-1    1000     7600               --
  Triethylamine..............................................        121-44-8      25      100               --
  Trifluorobromomethane......................................         75-63-8    1000     6100               --
  Trimethyl benzene..........................................      25551-13-7      25      120               --
  2,4,6-Trinitrophenol; see Picric acid......................

[[Page 42]]

 
  2,4,6-Trinitrophenylmethylnitramine; see Tetryl............
  2,4,6-Trinitrotoluene (TNT)................................        118-96-7      --      1.5                X
  Triorthocresyl phosphate...................................         78-30-8      --      0.1               --
  Triphenyl phosphate........................................        115-86-6      --        3               --
  Tungsten (as W)............................................       7440-33-7
    Insoluble compounds......................................  ..............      --        5               --
    Soluble compounds........................................  ..............      --        1               --
  Turpentine.................................................       8006-64-2     100      560               --
  Uranium (as U).............................................       7440-61-1
    Soluble compounds........................................  ..............      --      0.2               --
    Insoluble compounds......................................  ..............      --      0.2               --
  Vanadium...................................................       1314-62-1
    Respirable dust (as V2 O5)...............................  ..............      --        (C)0.5          --
    Fume (as V2 O5)..........................................  ..............      --        (C)0.1          --
  Vegetable oil mist.........................................
    Total dust...............................................  ..............      --   .......              --
    Respirable fraction......................................  ..............      --   .......              --
  Vinyl benzene; see Styrene.................................
  Vinyl chloride; see Sec.  1926.1117.......................         75-01-4
  Vinyl cyanide; see Acrylonitrile...........................
  Vinyl toluene..............................................      25013-15-4     100      480               --
  Warfarin...................................................         81-81-2      --      0.1               --
  Xylenes (o-, m-, p-isomers)................................       1330-20-7     100      435               --
  Xylidine...................................................       1300-73-8       5       25                X
  Yttrium....................................................       7440-65-5      --        1               --
  Zinc chloride fume.........................................       7646-85-7      --        1               --
  Zinc oxide fume............................................       1314-13-2      --        5               --
  Zinc oxide.................................................       1314-13-2
    Total dust...............................................  ..............      --       15               --
    Respirable fraction......................................  ..............      --        5               --
  Zirconium compounds (as Zr)................................       7440-67-7      --        5
----------------------------------------------------------------------------------------------------------------


                                                  Mineral Dusts
SILICA:
  Crystalline
Quartz. Threshold Limit calculated from the formula..............                                        250 (k)
                                                                  ----------------------------------------------
                                                                                                         %SiO2+5
 
Cristobalite.....................................................
  Amorphous, including natural diatomaceous earth................                                             20
SILICATES (less than 1% crystalline silica)
  Mica...........................................................                                             20
  Portland cement................................................                                             50
  Soapstone......................................................                                             20
  Talc (non-asbestiform).........................................                                             20
  Talc (fibrous), use asbestos limit.............................                                             --
 
Graphite (natural)...............................................                                             15
----------------------------------------------------------------------------------------------------------------
Inert or Nuisance Particulates: (m)                                  50 (or 15 mg/m\3\ whichever is the smaller)
                                                                                          of total dust <1% SiO2
[Inert or Nuisance Dusts includes all mineral, inorganic, and
 organic dusts as indicated by examples in TLV's Appendix D]
 
  Conversion factors.............................................
mppcf x 35.3 = million particles per cubic meter = particles per
 c.c.
----------------------------------------------------------------------------------------------------------------
Footnotes
\1\ [Reserved]

[[Page 43]]

 
\2\ See Mineral Dusts Table.
\3\ Use Asbestos Limit Sec.  1926.58.
\4\ See 1926.58.
* The PELs are 8-hour TWAs unless otherwise noted; a (C) designation denotes a ceiling limit.
** As determined from breathing-zone air samples.
\a\ Parts of vapor or gas per million parts of contaminated air by volume at 25 [deg]C and 760 torr.
\b\ Milligrams of substance per cubic meter of air. When entry is in this column only, the value is exact; when
  listed with a ppm entry, it is approximate.
\c\ [Reserved]
\d\ The CAS number is for information only. Enforcement is based on the substance name. For an entry covering
  more than one metal compound, measured as the metal, the CAS number for the metal is given--not CAS numbers
  for the individual compounds.
\e-f\ [Reserved]
\g\ For sectors excluded from Sec.  1926.1128 the limit is 10 ppm TWA.
\h-i\ [Reserved]
\j\ Millions of particles per cubic foot of air, based on impinger samples counted by light-field techniques.
\k\ The percentage of crystalline silica in the formula is the amount determined from airborne samples, except
  in those instances in which other methods have been shown to be applicable.
\l\ [Reserved]
\m\ Covers all organic and inorganic particulates not otherwise regulated. Same as Particulates Not Otherwise
  Regulated.
\n\ If the exposure limit in Sec.  1926.1126 is stayed or is otherwise not in effect, the exposure limit is a
  ceiling of 0.1 mg/m\3\.
\o\ If the exposure limit in Sec.  1926.1126 is stayed or is otherwise not in effect, the exposure limit is 0.1
  mg/m\3\ (as CrO3) as an 8-hour TWA.
The 1970 TLV uses letter designations instead of a numerical value as follows:
A \1\ [Reserved]
A \2\ Polytetrafluoroethylene decomposition products. Because these products decompose in part by hydrolysis in
  alkaline solution, they can be quantitatively determined in air as fluoride to provide an index of exposure.
  No TLV is recommended pending determination of the toxicity of the products, but air concentrations should be
  minimal.
A \3\ Gasoline and/or Petroleum Distillates. The composition of these materials varies greatly and thus a single
  TLV for all types of these materials is no longer applicable. The content of benzene, other aromatics and
  additives should be determined to arrive at the appropriate TLV.
E Simple asphyxiants. The limiting factor is the available oxygen which shall be at least 19.5% and be within
  the requirements addressing explosion in part 1926.


[39 FR 22801, June 24, 1974, as amended at 51 FR 37007, Oct. 17, 1986; 
52 FR 46312, Dec. 4, 1987; 58 FR 35089, June 30, 1993; 61 FR 9249, 9250, 
Mar. 7, 1996; 61 FR 56856, Nov. 4, 1996; 62 FR 1619, Jan. 10, 1997; 71 
FR 10381, Feb. 28, 2006; 71 FR 36009, June 23, 2006]



Sec. 1926.56  Illumination.

    (a) General. Construction areas, ramps, runways, corridors, offices, 
shops, and storage areas shall be lighted to not less than the minimum 
illumination intensities listed in Table D-3 while any work is in 
progress:

       Table D-3--Minimum Illumination Intensities in Foot-Candles
------------------------------------------------------------------------
              Foot-candles                      Area or operation
------------------------------------------------------------------------
5......................................  General construction area
                                          lighting.
3......................................  General construction areas,
                                          concrete placement, excavation
                                          and waste areas, accessways,
                                          active storage areas, loading
                                          platforms, refueling, and
                                          field maintenance areas.
5......................................  Indoors: warehouses, corridors,
                                          hallways, and exitways.
5......................................  Tunnels, shafts, and general
                                          underground work areas:
                                          (Exception: minimum of 10 foot-
                                          candles is required at tunnel
                                          and shaft heading during
                                          drilling, mucking, and
                                          scaling. Bureau of Mines
                                          approved cap lights shall be
                                          acceptable for use in the
                                          tunnel heading.)
10.....................................  General construction plant and
                                          shops (e.g., batch plants,
                                          screening plants, mechanical
                                          and electrical equipment
                                          rooms, carpenter shops,
                                          rigging lofts and active
                                          storerooms, barracks or living
                                          quarters, locker or dressing
                                          rooms, mess halls, and indoor
                                          toilets and workrooms).
30.....................................  First aid stations,
                                          infirmaries, and offices.
------------------------------------------------------------------------

    (b) Other areas. For areas or operations not covered above, refer to 
the American National Standard A11.1-1965, R1970, Practice for 
Industrial Lighting, for recommended values of illumination.



Sec. 1926.57  Ventilation.

    (a) General. Whenever hazardous substances such as dusts, fumes, 
mists, vapors, or gases exist or are produced in the course of 
construction work, their concentrations shall not exceed the limits 
specified in Sec. 1926.55(a). When ventilation is used as an 
engineering control method, the system shall be installed and operated 
according to the requirements of this section.
    (b) Local exhaust ventilation. Local exhaust ventilation when used 
as described in (a) shall be designed to prevent dispersion into the air 
of dusts, fumes, mists, vapors, and gases in concentrations causing 
harmful exposure. Such exhaust systems shall be so designed that dusts, 
fumes, mists, vapors, or gases are not drawn through the work area of 
employees.
    (c) Design and operation. Exhaust fans, jets, ducts, hoods, 
separators, and all necessary appurtenances, including

[[Page 44]]

refuse receptacles, shall be so designed, constructed, maintained and 
operated as to ensure the required protection by maintaining a volume 
and velocity of exhaust air sufficient to gather dusts, fumes, vapors, 
or gases from said equipment or process, and to convey them to suitable 
points of safe disposal, thereby preventing their dispersion in harmful 
quantities into the atmosphere where employees work.
    (d) Duration of operations. (1) The exhaust system shall be in 
operation continually during all operations which it is designed to 
serve. If the employee remains in the contaminated zone, the system 
shall continue to operate after the cessation of said operations, the 
length of time to depend upon the individual circumstances and 
effectiveness of the general ventilation system.
    (2) Since dust capable of causing disability is, according to the 
best medical opinion, of microscopic size, tending to remain for hours 
in suspension in still air, it is essential that the exhaust system be 
continued in operation for a time after the work process or equipment 
served by the same shall have ceased, in order to ensure the removal of 
the harmful elements to the required extent. For the same reason, 
employees wearing respiratory equipment should not remove same 
immediately until the atmosphere seems clear.
    (e) Disposal of exhaust materials. The air outlet from every dust 
separator, and the dusts, fumes, mists, vapors, or gases collected by an 
exhaust or ventilating system shall discharge to the outside atmosphere. 
Collecting systems which return air to work area may be used if 
concentrations which accumulate in the work area air do not result in 
harmful exposure to employees. Dust and refuse discharged from an 
exhaust system shall be disposed of in such a manner that it will not 
result in harmful exposure to employees.
    (f) Abrasive blasting--(1) Definitions applicable to this 
paragraph--(i) Abrasive. A solid substance used in an abrasive blasting 
operation.
    (ii) Abrasive-blasting respirator. A respirator constructed so that 
it covers the wearer's head, neck, and shoulders to protect the wearer 
from rebounding abrasive.
    (iii) Blast cleaning barrel. A complete enclosure which rotates on 
an axis, or which has an internal moving tread to tumble the parts, in 
order to expose various surfaces of the parts to the action of an 
automatic blast spray.
    (iv) Blast cleaning room. A complete enclosure in which blasting 
operations are performed and where the operator works inside of the room 
to operate the blasting nozzle and direct the flow of the abrasive 
material.
    (v) Blasting cabinet. An enclosure where the operator stands outside 
and operates the blasting nozzle through an opening or openings in the 
enclosure.
    (vi) Clean air. Air of such purity that it will not cause harm or 
discomfort to an individual if it is inhaled for extended periods of 
time.
    (vii) Dust collector. A device or combination of devices for 
separating dust from the air handled by an exhaust ventilation system.
    (viii) Exhaust ventilation system. A system for removing 
contaminated air from a space, comprising two or more of the following 
elements (A) enclosure or hood, (B) duct work, (C) dust collecting 
equipment, (D) exhauster, and (E) discharge stack.
    (ix) Particulate-filter respirator. An air purifying respirator, 
commonly referred to as a dust or a fume respirator, which removes most 
of the dust or fume from the air passing through the device.
    (x) Respirable dust. Airborne dust in sizes capable of passing 
through the upper respiratory system to reach the lower lung passages.
    (xi) Rotary blast cleaning table. An enclosure where the pieces to 
be cleaned are positioned on a rotating table and are passed 
automatically through a series of blast sprays.
    (xii) Abrasive blasting. The forcible application of an abrasive to 
a surface by pneumatic pressure, hydraulic pressure, or centrifugal 
force.
    (2) Dust hazards from abrasive blasting. (i) Abrasives and the 
surface coatings on the materials blasted are shattered and pulverized 
during blasting operations and the dust formed will contain particles of 
respirable size. The composition and toxicity of the dust from these 
sources shall be considered in

[[Page 45]]

making an evaluation of the potential health hazards.
    (ii) The concentration of respirable dust or fume in the breathing 
zone of the abrasive-blasting operator or any other worker shall be kept 
below the levels specified in Sec. 1926.55 or other pertinent sections 
of this part.
    (iii) Organic abrasives which are combustible shall be used only in 
automatic systems. Where flammable or explosive dust mixtures may be 
present, the construction of the equipment, including the exhaust system 
and all electric wiring, shall conform to the requirements of American 
National Standard Installation of Blower and Exhaust Systems for Dust, 
Stock, and Vapor Removal or Conveying, Z33.1-1961 (NFPA 91-1961), and 
subpart S of this part. The blast nozzle shall be bonded and grounded to 
prevent the build up of static charges. Where flammable or explosive 
dust mixtures may be present, the abrasive blasting enclosure, the 
ducts, and the dust collector shall be constructed with loose panels or 
explosion venting areas, located on sides away from any occupied area, 
to provide for pressure relief in case of explosion, following the 
principles set forth in the National Fire Protection Association 
Explosion Venting Guide. NFPA 68-1954.
    (3) Blast-cleaning enclosures. (i) Blast-cleaning enclosures shall 
be exhaust ventilated in such a way that a continuous inward flow of air 
will be maintained at all openings in the enclosure during the blasting 
operation.
    (A) All air inlets and access openings shall be baffled or so 
arranged that by the combination of inward air flow and baffling the 
escape of abrasive or dust particles into an adjacent work area will be 
minimized and visible spurts of dust will not be observed.
    (B) The rate of exhaust shall be sufficient to provide prompt 
clearance of the dust-laden air within the enclosure after the cessation 
of blasting.
    (C) Before the enclosure is opened, the blast shall be turned off 
and the exhaust system shall be run for a sufficient period of time to 
remove the dusty air within the enclosure.
    (D) Safety glass protected by screening shall be used in observation 
windows, where hard deep-cutting abrasives are used.
    (E) Slit abrasive-resistant baffles shall be installed in multiple 
sets at all small access openings where dust might escape, and shall be 
inspected regularly and replaced when needed.
    (1) Doors shall be flanged and tight when closed.
    (2) Doors on blast-cleaning rooms shall be operable from both inside 
and outside, except that where there is a small operator access door, 
the large work access door may be closed or opened from the outside 
only.
    (4) Exhaust ventilation systems. (i) The construction, installation, 
inspection, and maintenance of exhaust systems shall conform to the 
principles and requirements set forth in American National Standard 
Fundamentals Governing the Design and Operation of Local Exhaust 
Systems, Z9.2-1960, and ANSI Z33.1-1961.
    (a) When dust leaks are noted, repairs shall be made as soon as 
possible.
    (b) The static pressure drop at the exhaust ducts leading from the 
equipment shall be checked when the installation is completed and 
periodically thereafter to assure continued satisfactory operation. 
Whenever an appreciable change in the pressure drop indicates a partial 
blockage, the system shall be cleaned and returned to normal operating 
condition.
    (ii) In installations where the abrasive is recirculated, the 
exhaust ventilation system for the blasting enclosure shall not be 
relied upon for the removal of fines from the spent abrasive instead of 
an abrasive separator. An abrasive separator shall be provided for the 
purpose.
    (iii) The air exhausted from blast-cleaning equipment shall be 
discharged through dust collecting equipment. Dust collectors shall be 
set up so that the accumulated dust can be emptied and removed without 
contaminating other working areas.
    (5) Personal protective equipment. (i) Employers must use only 
respirators approved by NIOSH under 42 CFR part 84 for protecting 
employees from dusts produced during abrasive-blasting operations.

[[Page 46]]

    (ii) Abrasive-blasting respirators shall be worn by all abrasive-
blasting operators:
    (A) When working inside of blast-cleaning rooms, or
    (B) When using silica sand in manual blasting operations where the 
nozzle and blast are not physically separated from the operator in an 
exhaust ventilated enclosure, or
    (C) Where concentrations of toxic dust dispersed by the abrasive 
blasting may exceed the limits set in Sec. 1926.55 or other pertinent 
sections of this part and the nozzle and blast are not physically 
separated from the operator in an exhaust-ventilated enclosure.
    (iii) Properly fitted particulate-filter respirators, commonly 
referred to as dust-filter respirators, may be used for short, 
intermittent, or occasional dust exposures such as cleanup, dumping of 
dust collectors, or unloading shipments of sand at a receiving point 
when it is not feasible to control the dust by enclosure, exhaust 
ventilation, or other means. The respirators used must be approved by 
NIOSH under 42 CFR part 84 for protection against the specific type of 
dust encountered.
    (iv) A respiratory protection program as defined and described in 
Sec. 1926.103, shall be established wherever it is necessary to use 
respiratory protective equipment.
    (v) Operators shall be equipped with heavy canvas or leather gloves 
and aprons or equivalent protection to protect them from the impact of 
abrasives. Safety shoes shall be worn to protect against foot injury 
where heavy pieces of work are handled.
    (A) Safety shoes shall conform to the requirements of American 
National Standard for Men's Safety-Toe Footwear, Z41.1-1967.
    (B) Equipment for protection of the eyes and face shall be supplied 
to the operator when the respirator design does not provide such 
protection and to any other personnel working in the vicinity of 
abrasive blasting operations. This equipment shall conform to the 
requirements of Sec. 1926.102.
    (6) Air supply and air compressors. Air for abrasive-blasting 
respirators must be free of harmful quantities of dusts, mists, or 
noxious gases, and must meet the requirements for supplied-air quality 
and use specified in 29 CFR 1910.134(i).
    (7) Operational procedures and general safety. Dust shall not be 
permitted to accumulate on the floor or on ledges outside of an 
abrasive-blasting enclosure, and dust spills shall be cleaned up 
promptly. Aisles and walkways shall be kept clear of steel shot or 
similar abrasive which may create a slipping hazard.
    (8) Scope. This paragraph applies to all operations where an 
abrasive is forcibly applied to a surface by pneumatic or hydraulic 
pressure, or by centrifugal force. It does not apply to steam blasting, 
or steam cleaning, or hydraulic cleaning methods where work is done 
without the aid of abrasives.
    (g) Grinding, polishing, and buffing operations--(1) Definitions 
applicable to this paragraph--
    (i) Abrasive cutting-off wheels. Organic-bonded wheels, the 
thickness of which is not more than one forty-eighth of their diameter 
for those up to, and including, 20 inches (50.8 cm) in diameter, and not 
more than one-sixtieth of their diameter for those larger than 20 inches 
(50.8 cm) in diameter, used for a multitude of operations variously 
known as cutting, cutting off, grooving, slotting, coping, and jointing, 
and the like. The wheels may be ``solid'' consisting of organic-bonded 
abrasive material throughout, ``steel centered'' consisting of a steel 
disc with a rim of organic-bonded material moulded around the periphery, 
or of the ``inserted tooth'' type consisting of a steel disc with 
organic-bonded abrasive teeth or inserts mechanically secured around the 
periphery.
    (ii) Belts. All power-driven, flexible, coated bands used for 
grinding, polishing, or buffing purposes.
    (iii) Branch pipe. The part of an exhaust system piping that is 
connected directly to the hood or enclosure.
    (iv) Cradle. A movable fixture, upon which the part to be ground or 
polished is placed.
    (v) Disc wheels. All power-driven rotatable discs faced with 
abrasive materials, artificial or natural, and used for grinding or 
polishing on the side of the assembled disc.

[[Page 47]]

    (vi) Entry loss. The loss in static pressure caused by air flowing 
into a duct or hood. It is usually expressed in inches of water gauge.
    (vii) Exhaust system. A system consisting of branch pipes connected 
to hoods or enclosures, one or more header pipes, an exhaust fan, means 
for separating solid contaminants from the air flowing in the system, 
and a discharge stack to outside.
    (viii) Grinding wheels. All power-driven rotatable grinding or 
abrasive wheels, except disc wheels as defined in this standard, 
consisting of abrasive particles held together by artificial or natural 
bonds and used for peripheral grinding.
    (ix) Header pipe (main pipe). A pipe into which one or more branch 
pipes enter and which connects such branch pipes to the remainder of the 
exhaust system.
    (x) Hoods and enclosures. The partial or complete enclosure around 
the wheel or disc through which air enters an exhaust system during 
operation.
    (xi) Horizontal double-spindle disc grinder. A grinding machine 
carrying two power-driven, rotatable, coaxial, horizontal spindles upon 
the inside ends of which are mounted abrasive disc wheels used for 
grinding two surfaces simultaneously.
    (xii) Horizontal single-spindle disc grinder. A grinding machine 
carrying an abrasive disc wheel upon one or both ends of a power-driven, 
rotatable single horizontal spindle.
    (xiii) Polishing and buffing wheels. All power-driven rotatable 
wheels composed all or in part of textile fabrics, wood, felt, leather, 
paper, and may be coated with abrasives on the periphery of the wheel 
for purposes of polishing, buffing, and light grinding.
    (xiv) Portable grinder. Any power-driven rotatable grinding, 
polishing, or buffing wheel mounted in such manner that it may be 
manually manipulated.
    (xv) Scratch brush wheels. All power-driven rotatable wheels made 
from wire or bristles, and used for scratch cleaning and brushing 
purposes.
    (xvi) Swing-frame grinder. Any power-driven rotatable grinding, 
polishing, or buffing wheel mounted in such a manner that the wheel with 
its supporting framework can be manipulated over stationary objects.
    (xvii) Velocity pressure (vp). The kinetic pressure in the direction 
of flow necessary to cause a fluid at rest to flow at a given velocity. 
It is usually expressed in inches of water gauge.
    (xviii) Vertical spindle disc grinder. A grinding machine having a 
vertical, rotatable power-driven spindle carrying a horizontal abrasive 
disc wheel.
    (2) Application. Wherever dry grinding, dry polishing or buffing is 
performed, and employee exposure, without regard to the use of 
respirators, exceeds the permissible exposure limits prescribed in Sec. 
1926.55 or other pertinent sections of this part, a local exhaust 
ventilation system shall be provided and used to maintain employee 
exposures within the prescribed limits.
    (3) Hood and branch pipe requirements. (i) Hoods connected to 
exhaust systems shall be used, and such hoods shall be designed, 
located, and placed so that the dust or dirt particles shall fall or be 
projected into the hoods in the direction of the air flow. No wheels, 
discs, straps, or belts shall be operated in such manner and in such 
direction as to cause the dust and dirt particles to be thrown into the 
operator's breathing zone.
    (ii) Grinding wheels on floor stands, pedestals, benches, and 
special-purpose grinding machines and abrasive cutting-off wheels shall 
have not less than the minimum exhaust volumes shown in Table D-57.1 
with a recommended minimum duct velocity of 4,500 feet per minute in the 
branch and 3,500 feet per minute in the main. The entry losses from all 
hoods except the vertical-spindle disc grinder hood, shall equal 0.65 
velocity pressure for a straight takeoff and 0.45 velocity pressure for 
a tapered takeoff. The entry loss for the vertical-spindle disc grinder 
hood is shown in figure D-57.1 (following paragraph (g) of this 
section).

         Table D-57.1--Grinding and Abrasive Cutting-Off Wheels
------------------------------------------------------------------------
                                                                Minimum
                                                     Wheel      exhaust
           Wheel diameter, inches (cm)              width,      volume
                                                    inches     (feet\3\/
                                                     (cm)        min.)
------------------------------------------------------------------------
To 9 (22.86)....................................      1\1/2\         220
                                                      (3.81)
Over 9 to 16 (22.86 to 40.64)...................    2 (5.08)         390
Over 16 to 19 (40.64 to 48.26)..................    3 (7.62)         500

[[Page 48]]

 
Over 19 to 24 (48.26 to 60.96)..................   4 (10.16)         610
Over 24 to 30 (60.96 to 76.2)...................    5 (12.7)         880
Over 30 to 36 (76.2 to 91.44)...................   6 (15.24)       1,200
------------------------------------------------------------------------


For any wheel wider than wheel diameters shown in Table D-57.1, increase 
the exhaust volume by the ratio of the new width to the width shown.

    Example: If wheel width = 4\1/2\ inches (11.43 cm),

then 4.5/4 x 610 = 686 (rounded to 690).

    (iii) Scratch-brush wheels and all buffing and polishing wheels 
mounted on floor stands, pedestals, benches, or special-purpose machines 
shall have not less than the minimum exhaust volume shown in Table D-
57.2.

               Table D-57.2--Buffing and Polishing Wheels
------------------------------------------------------------------------
                                                                Minimum
                                                     Wheel      exhaust
           Wheel diameter, inches (cm)              width,      volume
                                                  inches cm)   (feet\3\/
                                                                 min.)
------------------------------------------------------------------------
To 9 (22.86)....................................    2 (5.08)         300
Over 9 to 16 (22.86 to 40.64)...................    3 (7.62)         500
Over 16 to 19 (40.64 to 48.26)..................   4 (10.16)         610
Over 19 to 24 (48.26 to 60.96)..................    5 (12.7)         740
Over 24 to 30 (60.96 to 76.2)...................   6 (15.24)       1,040
Over 30 to 36 (76.2 to 91.44)...................   6 (15.24)       1,200
------------------------------------------------------------------------

    (iv) Grinding wheels or discs for horizontal single-spindle disc 
grinders shall be hooded to collect the dust or dirt generated by the 
grinding operation and the hoods shall be connected to branch pipes 
having exhaust volumes as shown in Table D-57.3.

          Table D-57.3--Horizontal Single-Spindle Disc Grinder
------------------------------------------------------------------------
                                                                Exhaust
                                                                volume
                 Disc diameter, inches (cm)                    (ft.\3\/
                                                                 min.)
------------------------------------------------------------------------
Up to 12 (30.48)............................................         220
Over 12 to 19 (30.48 to 48.26)..............................         390
Over 19 to 30 (48.26 to 76.2)...............................         610
Over 30 to 36 (76.2 to 91.44)...............................         880
------------------------------------------------------------------------

    (v) Grinding wheels or discs for horizontal double-spindle disc 
grinders shall have a hood enclosing the grinding chamber and the hood 
shall be connected to one or more branch pipes having exhaust volumes as 
shown in Table D-57.4.

          Table D-57.4--Horizontal Double-Spindle Disc Grinder
------------------------------------------------------------------------
                                                                Exhaust
                                                                volume
                 Disc diameter, inches (cm)                    (ft.\3\/
                                                                 min.)
------------------------------------------------------------------------
Up to 19 (48.26)............................................         610
Over 19 to 25 (48.26 to 63.5)...............................         880
Over 25 to 30 (63.5 to 76.2)................................       1,200
Over 30 to 53 (76.2 to 134.62)..............................       1,770
Over 53 to 72 (134.62 to 182.88)............................       6,280
------------------------------------------------------------------------

    (vi) Grinding wheels or discs for vertical single-spindle disc 
grinders shall be encircled with hoods to remove the dust generated in 
the operation. The hoods shall be connected to one or more branch pipes 
having exhaust volumes as shown in Table D-57.5.

               Table D-57.5--Vertical Spindle Disc Grinder
------------------------------------------------------------------------
                                     One-half or more   Disc not covered
                                      of disc covered ------------------
                                    ------------------
     Disc diameter, inches (cm)               Exhaust            Exhaust
                                      Number    foot    Number  foot\3\/
                                       \1\      \3\/     \1\      min.
                                                min.
------------------------------------------------------------------------
Up to 20 (50.8)....................        1      500        2       780
Over 20 to 30 (50.8 to 76.2).......        2      780        2     1,480
Over 30 to 53 (76.2 to 134.62).....        2    1,770        4     3,530
Over 53 to 72 (134.62 to 182.88)...        2    3,140        5     6,010
------------------------------------------------------------------------
\1\ Number of exhaust outlets around periphery of hood, or equal
  distribution provided by other means.

    (vii) Grinding and polishing belts shall be provided with hoods to 
remove dust and dirt generated in the operations and the hoods shall be 
connected to branch pipes having exhaust volumes as shown in Table D-
57.6.

               Table D-57.6--Grinding and Polishing Belts
------------------------------------------------------------------------
                                                                Exhaust
                                                                volume
                  Belts width, inches (cm)                     (ft.\3\/
                                                                 min.)
------------------------------------------------------------------------
Up to 3 (7.62)..............................................         220
Over 3 to 5 (7.62 to 12.7)..................................         300
Over 5 to 7 (12.7 to 17.78).................................         390
Over 7 to 9 (17.78 to 22.86)................................         500
Over 9 to 11 (22.86 to 27.94)...............................         610
Over 11 to 13 (27.94 to 33.02)..............................         740
------------------------------------------------------------------------

    (viii) Cradles and swing-frame grinders. Where cradles are used for 
handling the parts to be ground, polished,

[[Page 49]]

or buffed, requiring large partial enclosures to house the complete 
operation, a minimum average air velocity of 150 feet per minute shall 
be maintained over the entire opening of the enclosure. Swing-frame 
grinders shall also be exhausted in the same manner as provided for 
cradles. (See fig. D-57.3)
    (ix) Where the work is outside the hood, air volumes must be 
increased as shown in American Standard Fundamentals Governing the 
Design and Operation of Local Exhaust Systems, Z9.2-1960 (section 4, 
exhaust hoods).
    (4) Exhaust systems. (i) Exhaust systems for grinding, polishing, 
and buffing operations should be designed in accordance with American 
Standard Fundamentals Governing the Design and Operation of Local 
Exhaust Systems, Z9.2-1960.
    (ii) Exhaust systems for grinding, polishing, and buffing operations 
shall be tested in the manner described in American Standard 
Fundamentals Governing the Design and Operation of Local Exhaust 
Systems, Z9.2-1960.
    (iii) All exhaust systems shall be provided with suitable dust 
collectors.
    (5) Hood and enclosure design. (i) (A) It is the dual function of 
grinding and abrasive cutting-off wheel hoods to protect the operator 
from the hazards of bursting wheels as well as to provide a means for 
the removal of dust and dirt generated. All hoods shall be not less in 
structural strength than specified in the American National Standard 
Safety Code for the Use, Care, and Protection of Abrasive Wheels, B7.1-
1970.
    (B) Due to the variety of work and types of grinding machines 
employed, it is necessary to develop hoods adaptable to the particular 
machine in question, and such hoods shall be located as close as 
possible to the operation.
    (ii) Exhaust hoods for floor stands, pedestals, and bench grinders 
shall be designed in accordance with figure D-57.2. The adjustable 
tongue shown in the figure shall be kept in working order and shall be 
adjusted within one-fourth inch (0.635 cm) of the wheel periphery at all 
times.
    (iii) Swing-frame grinders shall be provided with exhaust booths as 
indicated in figure D-57.3.
    (iv) Portable grinding operations, whenever the nature of the work 
permits, shall be conducted within a partial enclosure. The opening in 
the enclosure shall be no larger than is actually required in the 
operation and an average face air velocity of not less than 200 feet per 
minute shall be maintained.
    (v) Hoods for polishing and buffing and scratch-brush wheels shall 
be constructed to conform as closely to figure D-57.4 as the nature of 
the work will permit.
    (vi) Cradle grinding and polishing operations shall be performed 
within a partial enclosure similar to figure D-57.5. The operator shall 
be positioned outside the working face of the opening of the enclosure. 
The face opening of the enclosure should not be any greater in area than 
that actually required for the performance of the operation and the 
average air velocity into the working face of the enclosure shall not be 
less than 150 feet per minute.
    (vii) Hoods for horizontal single-spindle disc grinders shall be 
constructed to conform as closely as possible to the hood shown in 
figure D-57.6. It is essential that there be a space between the back of 
the wheel and the hood, and a space around the periphery of the wheel of 
at least 1 inch (2.54 cm) in order to permit the suction to act around 
the wheel periphery. The opening on the side of the disc shall be no 
larger than is required for the grinding operation, but must never be 
less than twice the area of the branch outlet.
    (viii) Horizontal double-spindle disc grinders shall have a hood 
encircling the wheels and grinding chamber similar to that illustrated 
in figure D-57.7. The openings for passing the work into the grinding 
chamber should be kept as small as possible, but must never be less than 
twice the area of the branch outlets.
    (ix) Vertical-spindle disc grinders shall be encircled with a hood 
so constructed that the heavy dust is drawn off a surface of the disc 
and the lighter dust exhausted through a continuous slot at the top of 
the hood as shown in figure D-57.1.
    (x) Grinding and polishing belt hoods shall be constructed as close 
to the operation as possible. The hood should extend almost to the belt, 
and 1-inch

[[Page 50]]

(2.54 cm) wide openings should be provided on either side. Figure D-57.8 
shows a typical hood for a belt operation.
[GRAPHIC] [TIFF OMITTED] TC30OC91.000

  Figure D-57.1--Vertical Spindle Disc Grinder Exhaust Hood and Branch 
                            Pipe Connections

----------------------------------------------------------------------------------------------------------------
             Dia. D  inches (cm)                          Exhaust E                Volume
------------------------------------------------------------------------------  Exhausted at
                                                                                4,500 ft/min          Note
             Min.                   Max.          No Pipes          Dia.          ft\3\/min
----------------------------------------------------------------------------------------------------------------
                                    20 (50.8)               1          4\1/4\             500  When one-half or
                                                                     (10.795)                   more of the disc
                                                                                                can be hooded,
                                                                                                use exhaust
                                                                                                ducts as shown
                                                                                                at the left.
Over 20 (50.8)...............       30 (76.2)               2       4 (10.16)             780
Over 30 (76.2)...............     72 (182.88)               2       6 (15.24)           1,770
Over 53 (134.62).............     72 (182.88)               2       8 (20.32)           3,140
----------------------------------------------------------------------------------------------------------------
                                    20 (50.8)               2       4 (10.16)             780  When no hood can
                                                                                                be used over
                                                                                                disc, use
                                                                                                exhaust ducts as
                                                                                                shown at left.
Over 20 (50.8)...............       20 (50.8)               2       4 (10.16)             780
Over 30 (76.2)...............       30 (76.2)               2  5\1/2\ (13.97)           1,480
Over 53 (134.62).............     53 (134.62)               4       6 (15.24)           3,530
                                  72 (182.88)               5       7 (17.78)           6,010
----------------------------------------------------------------------------------------------------------------
Entry loss=1.0 slot velocity pressure + 0.5 branch velocity pressure.
Minimum slot velocity=2,000 ft/min--\1/2\-inch (1.27 cm) slot width.


[[Page 51]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.001

                  Figure D-57.2--Standard Grinder Hood

----------------------------------------------------------------------------------------------------------------
                        Wheel dimension, inches (centimeters)
-------------------------------------------------------------------------------------     Exhaust      Volume of
                              Diameter                                                outlet, inches    air at
---------------------------------------------------------------------   Width, Max     (centimeters)   4,500 ft/
                       Min= d                             Max= D                             E            min
----------------------------------------------------------------------------------------------------------------
                                                           9 (22.86)   1\1/2\ (3.81)               3         220
Over 9 (22.86)......................................      16 (40.64)        2 (5.08)               4         390
Over 16 (40.64).....................................      19 (48.26)        3 (7.62)          4\1/2\         500
Over 19 (48.26).....................................      24 (60.96)       4 (10.16)               5         610
Over 24 (60.96).....................................       30 (76.2)        5 (12.7)               6         880
Over 30 (76.2)......................................      36 (91.44)       6 (15.24)               7       1,200
----------------------------------------------------------------------------------------------------------------
Entry loss = 0.45 velocity pressure for tapered takeoff 0.65 velocity pressure for straight takeoff.


[[Page 52]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.002

Figure D-57.3--A Method of Applying an Exhaust Enclosure to Swing-Frame 
                                Grinders
    Note: Baffle to reduce front opening as much as possible

[[Page 53]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.003

                              Figure D-57.4

                                       Standard Buffing and Polishing Hood
----------------------------------------------------------------------------------------------------------------
                        Wheel dimension, inches (centimeters)
-------------------------------------------------------------------------------------     Exhaust      Volume of
                              Diameter                                                outlet, inches    air at
---------------------------------------------------------------------   Width, Max           E         4,500 ft/
                       Min= d                             Max= D                                          min
----------------------------------------------------------------------------------------------------------------
                                                           9 (22.86)        2 (5.08)   3\1/2\ (3.81)         300
Over 9 (22.86)......................................      16 (40.64)        3 (5.08)               4         500
Over 16 (40.64).....................................      19 (48.26)       4 (11.43)               5         610
Over 19 (48.26).....................................      24 (60.96)        5 (12.7)          5\1/2\         740
Over 24 (60.96).....................................       30 (76.2)       6 (15.24)          6\1/2\       1.040
Over 30 (76.2)......................................      36 (91.44)       6 (15.24)               7       1.200
----------------------------------------------------------------------------------------------------------------
Entry loss = 0.15 velocity pressure for tapered takeoff; 0.65 velocity pressure for straight takeoff.


[[Page 54]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.004

          Figure D-57.5--Cradle Polishing or Grinding Enclosure

         Entry loss = 0.45 velocity pressure for tapered takeoff

[[Page 55]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.005

 Figure D-57.6--Horizontal Single-Spindle Disc Grinder Exhaust Hood and 
                         Branch Pipe Connections

------------------------------------------------------------------------
          Dia D, inches (centimeters)                           Volume
------------------------------------------------ Exhaust E,   exhausted
                                                    dia.     at 4,500 ft/
              Min.                    Max.         inches     min ft\3\/
                                                    (cm)         min
------------------------------------------------------------------------
                                     12 (30.48)     3 (7.6)          220
Over 12 (30.48)................      19 (48.26)   4 (10.16)          390
Over 19 (48.26)................       30 (76.2)    5 (12.7)          610
Over 30 (76.2).................      36 (91.44)   6 (15.24)          880
------------------------------------------------------------------------
Note: If grinding wheels are used for disc grinding purposes, hoods must
  conform to structural strength and materials as described in 9.1.
 
Entry loss = 0.45 velocity pressure for tapered takeoff.


[[Page 56]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.006

 Figure D-57.7--Horizontal Double-Spindle Disc Grinder Exhaust Hood and 
                         Branch Pipe Connections

----------------------------------------------------------------------------------------------------------------
         Disc dia. inches (centimeters)                   Exhaust E            Volume
---------------------------------------------------------------------------- exhaust at
                                                                              4,500 ft/            Note
              Min.                    Max.        No Pipes        Dia.       min. ft\3\/
                                                                                 min
----------------------------------------------------------------------------------------------------------------
                                     19 (48.26)           1               5         610
Over 19 (48.26)................       25 (63.5)           1               6         880  When width ``W''
                                                                                          permits, exhaust ducts
                                                                                          should be as near
                                                                                          heaviest grinding as
                                                                                          possible.
Over 25 (63.5).................       30 (76.2)           1               7       1,200
Over 30 (76.2).................     53 (134.62)           2               6       1,770
Over 53 (134.62)...............     72 (182.88)           4               8       6,280
----------------------------------------------------------------------------------------------------------------
Entry loss = 0.45 velocity pressure for tapered takeoff.


[[Page 57]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.007

           Figure D-57.8--A Typical Hood for a Belt Operation

         Entry loss = 0.45 velocity pressure for tapered takeoff

------------------------------------------------------------------------
                                                                Exhaust
             Belt width W. inches (centimeters)                 volume.
                                                              ft.\1\/min
------------------------------------------------------------------------
Up to 3 (7.62)..............................................         220
3 to 5 (7.62 to 12.7).......................................         300
5 to 7 (12.7 to 17.78)......................................         390
7 to 9 (17.78 to 22.86).....................................         500
9 to 11 (22.86 to 27.94)....................................         610
11 to 13 (27.94 to 33.02)...................................         740
------------------------------------------------------------------------
Minimum duct velocity = 4,500 ft/min branch, 3,500 ft/min main.
Entry loss = 0.45 velocity pressure for tapered takeoff; 0.65 velocity
  pressure for straight takeoff.

    (6) Scope. This paragraph (g), prescribes the use of exhaust hood 
enclosures and systems in removing dust, dirt, fumes, and gases 
generated through the grinding, polishing, or buffing of ferrous and 
nonferrous metals.
    (h) Spray finishing operations--(1) Definitions applicable to this 
paragraph--(i) Spray-finishing operations. Spray-finishing operations 
are employment of methods wherein organic or inorganic materials are 
utilized in dispersed form for deposit on surfaces to be coated, 
treated, or cleaned. Such methods of deposit may involve either 
automatic, manual, or electrostatic deposition but do not include metal 
spraying or metallizing, dipping, flow coating, roller coating, 
tumbling, centrifuging, or spray washing and degreasing as conducted in 
self-contained washing and degreasing machines or systems.
    (ii) Spray booth. Spray booths are defined and described in Sec. 
1926.66(a). (See sections 103, 104, and 105 of the Standard for Spray 
Finishing Using Flammable and Combustible Materials, NFPA No. 33-1969).
    (iii) Spray room. A spray room is a room in which spray-finishing 
operations not conducted in a spray booth are performed separately from 
other areas.
    (iv) Minimum maintained velocity. Minimum maintained velocity is the 
velocity of air movement which must be maintained in order to meet 
minimum specified requirements for health and safety.
    (2) Location and application. Spray booths or spray rooms are to be 
used to enclose or confine all operations. Spray-finishing operations 
shall be located as provided in sections 201 through 206 of the Standard 
for Spray Finishing Using Flammable and Combustible Materials, NFPA No. 
33-1969.
    (3) Design and construction of spray booths. (i) Spray booths shall 
be designed and constructed in accordance with Sec. 1926.66(b) (1) 
through (4) and (6) through (10) (see sections 301-304 and 306-310 of 
the Standard for Spray Finishing Using Flammable and Combustible 
Materials, NFPA No. 33-1969), for general construction specifications. 
For a more detailed discussion of fundamentals relating to this subject, 
see ANSI Z9.2-1960
    (A) Lights, motors, electrical equipment, and other sources of 
ignition shall conform to the requirements of Sec. 1926.66(b)(10) and 
(c). (See section 310 and chapter 4 of the Standard for Spray Finishing 
Using Flammable and Combustible Materials NFPA No. 33-1969.)
    (B) In no case shall combustible material be used in the 
construction of a

[[Page 58]]

spray booth and supply or exhaust duct connected to it.
    (ii) Unobstructed walkways shall not be less than 6\1/2\ feet (1.976 
m) high and shall be maintained clear of obstruction from any work 
location in the booth to a booth exit or open booth front. In booths 
where the open front is the only exit, such exits shall be not less than 
3 feet (0.912 m) wide. In booths having multiple exits, such exits shall 
not be less than 2 feet (0.608 m) wide, provided that the maximum 
distance from the work location to the exit is 25 feet (7.6 m) or less. 
Where booth exits are provided with doors, such doors shall open outward 
from the booth.
    (iii) Baffles, distribution plates, and dry-type overspray 
collectors shall conform to the requirements of Sec. 1926.66(b) (4) and 
(5). (See sections 304 and 305 of the Standard for Spray Finishing Using 
Flammable and Combustible Materials, NFPA No. 33-1969.)
    (A) Overspray filters shall be installed and maintained in 
accordance with the requirements of Sec. 1926.66(b)(5), (see section 
305 of the Standard for Spray Finishing Using Flammable and Combustible 
Materials, NFPA No. 33-1969), and shall only be in a location easily 
accessible for inspection, cleaning, or replacement.
    (B) Where effective means, independent of the overspray filters, are 
installed which will result in design air distribution across the booth 
cross section, it is permissible to operate the booth without the 
filters in place.
    (iv) (A) For wet or water-wash spray booths, the water-chamber 
enclosure, within which intimate contact of contaminated air and 
cleaning water or other cleaning medium is maintained, if made of steel, 
shall be 18 gage or heavier and adequately protected against corrosion.
    (B) Chambers may include scrubber spray nozzles, headers, troughs, 
or other devices. Chambers shall be provided with adequate means for 
creating and maintaining scrubbing action for removal of particulate 
matter from the exhaust air stream.
    (v) Collecting tanks shall be of welded steel construction or other 
suitable non-combustible material. If pits are used as collecting tanks, 
they shall be concrete, masonry, or other material having similar 
properties.
    (A) Tanks shall be provided with weirs, skimmer plates, or screens 
to prevent sludge and floating paint from entering the pump suction box. 
Means for automatically maintaining the proper water level shall also be 
provided. Fresh water inlets shall not be submerged. They shall 
terminate at least one pipe diameter above the safety overflow level of 
the tank.
    (B) Tanks shall be so constructed as to discourage accumulation of 
hazardous deposits.
    (vi) Pump manifolds, risers, and headers shall be adequately sized 
to insure sufficient water flow to provide efficient operation of the 
water chamber.
    (4) Design and construction of spray rooms. (i) Spray rooms, 
including floors, shall be constructed of masonry, concrete, or other 
noncombustible material.
    (ii) Spray rooms shall have noncombustible fire doors and shutters.
    (iii) Spray rooms shall be adequately ventilated so that the 
atmosphere in the breathing zone of the operator shall be maintained in 
accordance with the requirements of paragraph (h)(6)(ii) of this 
section.
    (iv) Spray rooms used for production spray-finishing operations 
shall conform to the requirements for spray booths.
    (5) Ventilation. (i) Ventilation shall be provided in accordance 
with provisions of Sec. 1926.66(d) (see chapter 5 of the Standard for 
Spray Finishing Using Flammable or Combustible Materials, NFPA No. 33-
1969), and in accordance with the following:
    (A) Where a fan plenum is used to equalize or control the 
distribution of exhaust air movement through the booth, it shall be of 
sufficient strength or rigidity to withstand the differential air 
pressure or other superficially imposed loads for which the equipment is 
designed and also to facilitate cleaning. Construction specifications 
shall be at least equivalent to those of paragraph (h)(5)(iii) of this 
section.
    (B) [Reserved]
    (ii) Inlet or supply ductwork used to transport makeup air to spray 
booths or surrounding areas shall be constructed of noncombustible 
materials.

[[Page 59]]

    (A) If negative pressure exists within inlet ductwork, all seams and 
joints shall be sealed if there is a possibility of infiltration of 
harmful quantities of noxious gases, fumes, or mists from areas through 
which ductwork passes.
    (B) Inlet ductwork shall be sized in accordance with volume flow 
requirements and provide design air requirements at the spray booth.
    (C) Inlet ductwork shall be adequately supported throughout its 
length to sustain at least its own weight plus any negative pressure 
which is exerted upon it under normal operating conditions.
    (iii) [Reserved]
    (A) Exhaust ductwork shall be adequately supported throughout its 
length to sustain its weight plus any normal accumulation in interior 
during normal operating conditions and any negative pressure exerted 
upon it.
    (B) Exhaust ductwork shall be sized in accordance with good design 
practice which shall include consideration of fan capacity, length of 
duct, number of turns and elbows, variation in size, volume, and 
character of materials being exhausted. See American National Standard 
Z9.2-1960 for further details and explanation concerning elements of 
design.
    (C) Longitudinal joints in sheet steel ductwork shall be either 
lock-seamed, riveted, or welded. For other than steel construction, 
equivalent securing of joints shall be provided.
    (D) Circumferential joints in ductwork shall be substantially 
fastened together and lapped in the direction of airflow. At least every 
fourth joint shall be provided with connecting flanges, bolted together, 
or of equivalent fastening security.
    (E) Inspection or clean-out doors shall be provided for every 9 to 
12 feet (2.736 to 3.648 m) of running length for ducts up to 12 inches 
(0.304 m) in diameter, but the distance between cleanout doors may be 
greater for larger pipes. (See 8.3.21 of American National Standard 
Z9.1-1951.) A clean-out door or doors shall be provided for servicing 
the fan, and where necessary, a drain shall be provided.
    (F) Where ductwork passes through a combustible roof or wall, the 
roof or wall shall be protected at the point of penetration by open 
space or fire-resistive material between the duct and the roof or wall. 
When ducts pass through firewalls, they shall be provided with automatic 
fire dampers on both sides of the wall, except that three-eighth-inch 
steel plates may be used in lieu of automatic fire dampers for ducts not 
exceeding 18 inches (45.72 cm) in diameter.
    (G) Ductwork used for ventilating any process covered in this 
standard shall not be connected to ducts ventilating any other process 
or any chimney or flue used for conveying any products of combustion.
    (6) Velocity and air flow requirements. (i) Except where a spray 
booth has an adequate air replacement system, the velocity of air into 
all openings of a spray booth shall be not less than that specified in 
Table D-57.7 for the operating conditions specified. An adequate air 
replacement system is one which introduces replacement air upstream or 
above the object being sprayed and is so designed that the velocity of 
air in the booth cross section is not less than that specified in Table 
D-57.7 when measured upstream or above the object being sprayed.

                          Table D-57.7--Minimum Maintained Velocities Into Spray Booths
----------------------------------------------------------------------------------------------------------------
                                                                                Airflow velocities, f.p.m.
     Operating conditions for objects            Crossdraft, f.p.m.     ----------------------------------------
          completely inside booth                                                   Design               Range
----------------------------------------------------------------------------------------------------------------
Electrostatic and automatic airless         Negligible.................  50 large booth.............       50-75
 operation contained in booth without
 operator.
                                            ...........................  100 small booth............      75-125
Air-operated guns, manual or automatic....  Up to 50...................  100 large booth............      75-125
----------------------------------------------------------------------------------------------------------------
                                            ...........................  150 small booth............     125-175
Air-operated guns, manual or automatic....  Up to 100..................  150 large booth............     125-175
----------------------------------------------------------------------------------------------------------------
                                            ...........................  200 small booth............     150-250
----------------------------------------------------------------------------------------------------------------
Notes:

[[Page 60]]

 
 (1) Attention is invited to the fact that the effectiveness of the spray booth is dependent upon the
  relationship of the depth of the booth to its height and width.
 (2) Crossdrafts can be eliminated through proper design and such design should be sought. Crossdrafts in excess
  of 100fpm (feet per minute) should not be permitted.
 (3) Excessive air pressures result in loss of both efficiency and material waste in addition to creating a
  backlash that may carry overspray and fumes into adjacent work areas.
 (4) Booths should be designed with velocities shown in the column headed ``Design.'' However, booths operating
  with velocities shown in the column headed ``Range'' are in compliance with this standard.

    (ii) In addition to the requirements in paragraph (h)(6)(i) of this 
section the total air volume exhausted through a spray booth shall be 
such as to dilute solvent vapor to at least 25 percent of the lower 
explosive limit of the solvent being sprayed. An example of the method 
of calculating this volume is given below.

    Example: To determine the lower explosive limits of the most common 
solvents used in spray finishing, see Table D-57.8. Column 1 gives the 
number of cubic feet of vapor per gallon of solvent and column 2 gives 
the lower explosive limit (LEL) in percentage by volume of air. Note 
that the quantity of solvent will be diminished by the quantity of 
solids and nonflammables contained in the finish.
    To determine the volume of air in cubic feet necessary to dilute the 
vapor from 1 gallon of solvent to 25 percent of the lower explosive 
limit, apply the following formula:

Dilution volume required per gallon of solvent=4 (100-LEL) (cubic feet 
    of vapor per gallon)/ LEL

Using toluene as the solvent.
    (1) LEL of toluene from Table D-57.8, column 2, is 1.4 percent.
    (2) Cubic feet of vapor per gallon from Table D-57.8, column 1, is 
30.4 cubic feet per gallon.
    (3) Dilution volume required =


4 (100-1.4) 30.4/ 1.4=8,564 cubic feet.

    (4) To convert to cubic feet per minute of required ventilation, 
multiply the dilution volume required per gallon of solvent by the 
number of gallons of solvent evaporated per minute.

   Table D-57.8--Lower Explosive Limit of Some Commonly Used Solvents
------------------------------------------------------------------------
                                                                 Lower
                                                  Cubic feet   explosive
                                                  per gallon   limit in
                                                   of vapor   percent by
                     Solvent                       of liquid   volume of
                                                     at 70     air at 70
                                                    [deg]F      [deg]F
                                                    (21.11      (21.11
                                                   [deg]C).     [deg]C)
------------------------------------------------------------------------
                                                    Column 1    Column 2
 
Acetone.........................................        44.0         2.6
Amyl Acetate (iso)..............................        21.6     \1\ 1.0
Amyl Alcohol (n)................................        29.6         1.2
Amyl Alcohol (iso)..............................        29.6         1.2
Benzene.........................................        36.8     \1\ 1.4
Butyl Acetate (n)...............................        24.8         1.7
Butyl Alcohol (n)...............................        35.2         1.4
Butyl Cellosolve................................        24.8         1.1
Cellosolve......................................        33.6         1.8
Cellosolve Acetate..............................        23.2         1.7
Cyclohexanone...................................        31.2     \1\ 1.1
1,1 Dichloroethylene............................        42.4         5.9
1,2 Dichloroethylene............................        42.4         9.7
Ethyl Acetate...................................        32.8         2.5
Ethyl Alcohol...................................        55.2         4.3
Ethyl Lactate...................................        28.0     \1\ 1.5
Methyl Acetate..................................        40.0         3.1
Methyl Alcohol..................................        80.8         7.3
Methyl Cellosolve...............................        40.8         2.5
Methyl Ethyl Ketone.............................        36.0         1.8
Methyl n-Propyl Ketone..........................        30.4         1.5
Naphtha (VM&P) (76[deg]Naphtha).................        22.4         0.9
Naphtha (100[deg]Flash) Safety Solvent--Stoddard        23.2         1.0
 Solvent........................................
Propyl Acetate (n)..............................        27.2         2.8
Propyl Acetate (iso)............................        28.0         1.1
Propyl Alcohol (n)..............................        44.8         2.1
Propyl Alcohol (iso)............................        44.0         2.0
Toluene.........................................        30.4         1.4
Turpentine......................................        20.8         0.8
Xylene (o)......................................        26.4         1.0
------------------------------------------------------------------------
\1\ At 212 [deg]F (100 [deg]C).

    (iii)(A) When an operator is in a booth downstream of the object 
being sprayed, an air-supplied respirator or other type of respirator 
approved by NIOSH under 42 CFR Part 84 for the material being sprayed 
should be used by the operator.
    (B) Where downdraft booths are provided with doors, such doors shall 
be closed when spray painting.
    (7) Make-up air. (i) Clean fresh air, free of contamination from 
adjacent industrial exhaust systems, chimneys, stacks, or vents, shall 
be supplied to a spray booth or room in quantities equal to the volume 
of air exhausted through the spray booth.
    (ii) Where a spray booth or room receives make-up air through self-
closing doors, dampers, or louvers, they shall be fully open at all 
times when the

[[Page 61]]

booth or room is in use for spraying. The velocity of air through such 
doors, dampers, or louvers shall not exceed 200 feet per minute. If the 
fan characteristics are such that the required air flow through the 
booth will be provided, higher velocities through the doors, dampers, or 
louvers may be used.
    (iii) (A) Where the air supply to a spray booth or room is filtered, 
the fan static pressure shall be calculated on the assumption that the 
filters are dirty to the extent that they require cleaning or 
replacement.
    (B) The rating of filters shall be governed by test data supplied by 
the manufacturer of the filter. A pressure gage shall be installed to 
show the pressure drop across the filters. This gage shall be marked to 
show the pressure drop at which the filters require cleaning or 
replacement. Filters shall be replaced or cleaned whenever the pressure 
drop across them becomes excessive or whenever the air flow through the 
face of the booth falls below that specified in Table D-57.7.
    (iv) (A) Means for heating make-up air to any spray booth or room, 
before or at the time spraying is normally performed, shall be provided 
in all places where the outdoor temperature may be expected to remain 
below 55 [deg]F. (12.77 [deg]C.) for appreciable periods of time during 
the operation of the booth except where adequate and safe means of 
radiant heating for all operating personnel affected is provided. The 
replacement air during the heating seasons shall be maintained at not 
less than 65 [deg]F. (18.33 [deg]C.) at the point of entry into the 
spray booth or spray room. When otherwise unheated make-up air would be 
at a temperature of more than 10 [deg]F. below room temperature, its 
temperature shall be regulated as provided in section 3.6.3 of ANSI 
Z9.2-1960.
    (B) As an alternative to an air replacement system complying with 
the preceding section, general heating of the building in which the 
spray room or booth is located may be employed provided that all 
occupied parts of the building are maintained at not less than 65 
[deg]F. (18.33 [deg]C.) when the exhaust system is in operation or the 
general heating system supplemented by other sources of heat may be 
employed to meet this requirement.
    (C) No means of heating make-up air shall be located in a spray 
booth.
    (D) Where make-up air is heated by coal or oil, the products of 
combustion shall not be allowed to mix with the make-up air, and the 
products of combustion shall be conducted outside the building through a 
flue terminating at a point remote from all points where make-up air 
enters the building.
    (E) Where make-up air is heated by gas, and the products of 
combustion are not mixed with the make-up air but are conducted through 
an independent flue to a point outside the building remote from all 
points where make-up air enters the building, it is not necessary to 
comply with paragraph (h)(7)(iv)(F) of this section.
    (F) Where make-up air to any manually operated spray booth or room 
is heated by gas and the products of combustion are allowed to mix with 
the supply air, the following precautions must be taken:
    (1) The gas must have a distinctive and strong enough odor to warn 
workmen in a spray booth or room of its presence if in an unburned state 
in the make-up air.
    (2) The maximum rate of gas supply to the make-up air heater burners 
must not exceed that which would yield in excess of 200 p.p.m. (parts 
per million) of carbon monoxide or 2,000 p.p.m. of total combustible 
gases in the mixture if the unburned gas upon the occurrence of flame 
failure were mixed with all of the make-up air supplied.
    (3) A fan must be provided to deliver the mixture of heated air and 
products of combustion from the plenum chamber housing the gas burners 
to the spray booth or room.
    (8) Scope. Spray booths or spray rooms are to be used to enclose or 
confine all spray finishing operations covered by this paragraph (h). 
This paragraph does not apply to the spraying of the exteriors of 
buildings, fixed tanks, or similar structures, nor to small portable 
spraying apparatus not used repeatedly in the same location.
    (i) Open surface tanks--(1) General. (i) This paragraph applies to 
all operations involving the immersion of materials in liquids, or in 
the vapors of

[[Page 62]]

such liquids, for the purpose of cleaning or altering the surface or 
adding to or imparting a finish thereto or changing the character of the 
materials, and their subsequent removal from the liquid or vapor, 
draining, and drying. These operations include washing, electroplating, 
anodizing, pickling, quenching, dying, dipping, tanning, dressing, 
bleaching, degreasing, alkaline cleaning, stripping, rinsing, digesting, 
and other similar operations.
    (ii) Except where specific construction specifications are 
prescribed in this section, hoods, ducts, elbows, fans, blowers, and all 
other exhaust system parts, components, and supports thereof shall be so 
constructed as to meet conditions of service and to facilitate 
maintenance and shall conform in construction to the specifications 
contained in American National Standard Fundamentals Governing the 
Design and Operation of Local Exhaust Systems, Z9.2-1960.
    (2) Classification of open-surface tank operations. (i) Open-surface 
tank operations shall be classified into 16 classes, numbered A-1 to D-
4, inclusive.
    (ii) Determination of class. Class is determined by two factors, 
hazard potential designated by a letter from A to D, inclusive, and rate 
of gas, vapor, or mist evolution designated by a number from 1 to 4, 
inclusive (for example, B.3).
    (iii) Hazard potential is an index, on a scale of from A to D, 
inclusive, of the severity of the hazard associated with the substance 
contained in the tank because of the toxic, flammable, or explosive 
nature of the vapor, gas, or mist produced therefrom. The toxic hazard 
is determined from the concentration, measured in parts by volume of a 
gas or vapor, per million parts by volume of contaminated air (p.p.m.), 
or in milligrams of mist per cubic meter of air (mg./m.\3\), below which 
ill effects are unlikely to occur to the exposed worker. The 
concentrations shall be those in Sec. 1926.55 or other pertinent 
sections of this part.
    (iv) The relative fire or explosion hazard is measured in degrees 
Fahrenheit in terms of the closed-cup flash point of the substance in 
the tank. Detailed information on the prevention of fire hazards in dip 
tanks may be found in Dip Tanks Containing Flammable or Combustible 
Liquids, NFPA No. 34-1966, National Fire Protection Association. Where 
the tank contains a mixture of liquids, other than organic solvents, 
whose effects are additive, the hygienic standard of the most toxic 
component (for example, the one having the lowest p.p.m. or mg./m.\3\) 
shall be used, except where such substance constitutes an 
insignificantly small fraction of the mixture. For mixtures of organic 
solvents, their combined effect, rather than that of either 
individually, shall determine the hazard potential. In the absence of 
information to the contrary, the effects shall be considered as 
additive. If the sum of the ratios of the airborne concentration of each 
contaminant to the toxic concentration of that contaminant exceeds 
unity, the toxic concentration shall be considered to have been 
exceeded. (See Note A to paragraph (i)(2)(v) of this section.)
    (v) Hazard potential shall be determined from Table D-57.9, with the 
value indicating greater hazard being used. When the hazardous material 
may be either a vapor with a threshhold limit value (TLV) in p.p.m. or a 
mist with a TLV in mg./m.3, the TLV indicating the greater 
hazard shall be used (for example, A takes precedence over B or C; B 
over C; C over D).

    Note A: 

(c1/TLV1)+(c2/
TLV2)+(c3/TLV3)+; . . .(cN/
TLVN)1

Where:

c = Concentration measured at the operation in p.p.m.

             Table D-57.9--Determination of Hazard Potential
------------------------------------------------------------------------
                                               Toxicity group
                                  --------------------------------------
         Hazard potential            Gas or
                                     vapor    Mist (mg./  Flash point in
                                    (p.p.m.)    m\3\)    degrees F. (C.)
------------------------------------------------------------------------
A................................       0-10      0-0.1  ...............
B................................     11-100   0.11-1.0        Under 100
                                                                 (37.77)
C................................    101-500     1.1-10  100 200 (37.77-
                                                                  93.33)
D................................   Over 500    Over 10         Over 200
                                                                 (93.33)
------------------------------------------------------------------------

    (vi) Rate of gas, vapor, or mist evolution is a numerical index, on 
a scale of from 1 to 4, inclusive, both of the relative capacity of the 
tank to produce gas, vapor, or mist and of the

[[Page 63]]

relative energy with which it is projected or carried upwards from the 
tank. Rate is evaluated in terms of
    (A) The temperature of the liquid in the tank in degrees Fahrenheit;
    (B) The number of degrees Fahrenheit that this temperature is below 
the boiling point of the liquid in degrees Fahrenheit;
    (C) The relative evaporation of the liquid in still air at room 
temperature in an arbitrary scale--fast, medium, slow, or nil; and
    (D) The extent that the tank gases or produces mist in an arbitrary 
scale--high, medium, low, and nil. (See Table D-57.10, Note 2.) Gassing 
depends upon electrochemical or mechanical processes, the effects of 
which have to be individually evaluated for each installation (see Table 
D-57.10, Note 3).
    (vii) Rate of evolution shall be determined from Table D-57.10. When 
evaporation and gassing yield different rates, the lowest numerical 
value shall be used.

                    Table D-57.10--Determination of Rate of Gas, Vapor, or Mist Evolution \1\
----------------------------------------------------------------------------------------------------------------
                                        Liquid
              Rate                   temperature,        Degrees below         Relative           Gassing \3\
                                     [deg]F. (C.)        boiling point      evaporation \2\
----------------------------------------------------------------------------------------------------------------
1...............................    Over 200 (93.33)                0-20  Fast..............  High.
2...............................     150-200 (65.55-               21-50  Medium............  Medium.
                                              93.33)
3...............................   94-149 (34.44-65)              51-100  Slow..............  Low.
4...............................    Under 94 (34.44)            Over 100  Nil...............  Nil.
----------------------------------------------------------------------------------------------------------------
\1\ In certain classes of equipment, specifically vapor degreasers, an internal condenser or vapor level
  thermostat is used to prevent the vapor from leaving the tank during normal operation. In such cases, rate of
  vapor evolution from the tank into the workroom is not dependent upon the factors listed in the table, but
  rather upon abnormalities of operating procedure, such as carryout of vapors from excessively fast action,
  dragout of liquid by entrainment in parts, contamination of solvent by water and other materials, or improper
  heat balance. When operating procedure is excellent, effective rate of evolution may be taken as 4. When
  operating procedure is average, the effective rate of evolution may be taken as 3. When operation is poor, a
  rate of 2 or 1 is indicated, depending upon observed conditions.
\2\ Relative evaporation rate is determined according to the methods described by A. K. Doolittle in Industrial
  and Engineering Chemistry, vol. 27, p. 1169, (3) where time for 100-percent evaporation is as follows: Fast: 0-
  3 hours; Medium: 3-12 hours; Slow: 12-50 hours; Nil: more than 50 hours.
\3\ Gassing means the formation by chemical or electrochemical action of minute bubbles of gas under the surface
  of the liquid in the tank and is generally limited to aqueous solutions.

    (3) Ventilation. Where ventilation is used to control potential 
exposures to workers as defined in paragraph (i)(2)(iii) of this 
section, it shall be adequate to reduce the concentration of the air 
contaminant to the degree that a hazard to the worker does not exist. 
Methods of ventilation are discussed in American National Standard 
Fundamentals Governing the Design and Operation of Local Exhaust 
Systems, Z9.2-1960.
    (4) Control requirements. (i) Control velocities shall conform to 
Table D-57.11 in all cases where the flow of air past the breathing or 
working zone of the operator and into the hoods is undisturbed by local 
environmental conditions, such as open windows, wall fans, unit heaters, 
or moving machinery.
    (ii) All tanks exhausted by means of hoods which
    (A) Project over the entire tank;
    (B) Are fixed in position in such a location that the head of the 
workman, in all his normal operating positions while working at the 
tank, is in front of all hood openings; and
    (C) Are completely enclosed on at least two sides, shall be 
considered to be exhausted through an enclosing hood.
    (D) The quantity of air in cubic feet per minute necessary to be 
exhausted through an enclosing hood shall be not less than the product 
of the control velocity times the net area of all openings in the 
enclosure through which air can flow into the hood.

[[Page 64]]



             Table D-57.11--Control Velocities in Feet Per Minute (f.p.m.) for Undisturbed Locations
----------------------------------------------------------------------------------------------------------------
                                                          Enclosing hood                      Canopy hood \2\
                                                     ------------------------   Lateral  -----------------------
                        Class                          One open    Two open     exhaust   Three open   Four open
                                                         side        sides        \1\        sides       sides
----------------------------------------------------------------------------------------------------------------
B-1 and A-2.........................................         100         150         150  Do not use  Do not use
A-3 \2\, B-1, B-2, and C-1..........................          75         100         100         125         175
A-3, C-2, and D-1 \3\...............................          65          90          75         100         150
B-4 \2\, C-3, and D-2 \3\...........................          50          75          50          75         125
A-4, C-4, D-3 \3\, and D-4 \4\......................  ..........  ..........  ..........  ..........  ..........
----------------------------------------------------------------------------------------------------------------
\1\ See Table D-57.12 for computation of ventilation rate.
\2\ Do not use canopy hood for Hazard Potential A processes.
\3\ Where complete control of hot water is desired, design as next highest class.
\4\ General room ventilation required.

    (iii) All tanks exhausted by means of hoods which do not project 
over the entire tank, and in which the direction of air movement into 
the hood or hoods is substantially horizontal, shall be considered to be 
laterally exhausted. The quantity of air in cubic feet per minute 
necessary to be laterally exhausted per square foot of tank area in 
order to maintain the required control velocity shall be determined from 
Table D-57.12 for all variations in ratio of tank width (W) to tank 
length $(L). The total quantity of air in cubic feet per minute required 
to be exhausted per tank shall be not less than the product of the area 
of tank surface times the cubic feet per minute per square foot of tank 
area, determined from Table D-57.12.
    (A) For lateral exhaust hoods over 42 inches (1.06 m) wide, or where 
it is desirable to reduce the amount of air removed from the workroom, 
air supply slots or orifices shall be provided along the side or the 
center of the tank opposite from the exhaust slots. The design of such 
systems shall meet the following criteria:
    (1) The supply air volume plus the entrained air shall not exceed 50 
percent of the exhaust volume.
    (2) The velocity of the supply airstream as it reaches the effective 
control area of the exhaust slot shall be less than the effective 
velocity over the exhaust slot area.

Table D-57.12--Minimum Ventilation Rate in Cubic Feet of Air Per Minute Per Square Foot of Tank Area for Lateral
                                                     Exhaust
----------------------------------------------------------------------------------------------------------------
                                                      C.f.m. per sq. ft. to maintain required minimum velocities
                                                       at following ratios (tank width (W)/tank length (L)). \1,
   Required minimum control velocity, f.p.m. (from                                2\
                   Table D-57.11)                    -----------------------------------------------------------
                                                       0.0-0.09    0.1-0.24    0.25-0.49   0.5-0.99     1.0-2.0
----------------------------------------------------------------------------------------------------------------
Hood along one side or two parallel sides of tank when one hood is against a wall or baffle. \2\
Also for a manifold along tank centerline. \3\
----------------------------------------------------------------------------------------------------------------
50..................................................          50          60          75          90         100
75..................................................          75          90         110         130         150
100.................................................         100         125         150         175         200
150.................................................         150         190         225         260         300
----------------------------------------------------------------------------------------------------------------
Hood along one side or two parallel sides of free standing tank not against wall or baffle.
----------------------------------------------------------------------------------------------------------------
50..................................................          75          90         100         110         125
75..................................................         110         130         150         170         190
100.................................................         150         175         200         225         250
150.................................................         225         260         300         340         375
----------------------------------------------------------------------------------------------------------------
\1\ It is not practicable to ventilate across the long dimension of a tank whose ratio W/L exceeds 2.0.
It is undesirable to do so when W/L exceeds 1.0. For circular tanks with lateral exhaust along up to 1/2 the
  circumference, use W/L=1.0; for over one-half the circumference use W/L=0.5.
\2\ Baffle is a vertical plate the same length as the tank, and with the top of the plate as high as the tank is
  wide. If the exhaust hood is on the side of a tank against a building wall or close to it, it is perfectly
  baffled.
\3\ Use W/2 as tank width in computing when manifold is along centerline, or when hoods are used on two parallel
  sides of a tank.
Tank Width (W) means the effective width over which the hood must pull air to operate (for example, where the
  hood face is set back from the edge of the tank, this set back must be added in measuring tank width). The
  surface area of tanks can frequently be reduced and better control obtained (particularly on conveyorized
  systems) by using covers extending from the upper edges of the slots toward the center of the tank.


[[Page 65]]

    (3) The vertical height of the receiving exhaust hood, including any 
baffle, shall not be less than one-quarter the width of the tank.
    (4) The supply airstream shall not be allowed to impinge on 
obstructions between it and the exhaust slot in such a manner as to 
significantly interfere with the performance of the exhaust hood.
    (5) Since most failure of push-pull systems result from excessive 
supply air volumes and pressures, methods of measuring and adjusting the 
supply air shall be provided. When satisfactory control has been 
achieved, the adjustable features of the hood shall be fixed so that 
they will not be altered.
    (iv) All tanks exhausted by means of hoods which project over the 
entire tank, and which do not conform to the definition of enclosing 
hoods, shall be considered to be overhead canopy hoods. The quantity of 
air in cubic feet per minute necessary to be exhausted through a canopy 
hood shall be not less than the product of the control velocity times 
the net area of all openings between the bottom edges of the hood and 
the top edges of the tank.
    (v) The rate of vapor evolution (including steam or products of 
combustion) from the process shall be estimated. If the rate of vapor 
evolution is equal to or greater than 10 percent of the calculated 
exhaust volume required, the exhaust volume shall be increased in equal 
amount.
    (5) Spray cleaning and degreasing. Wherever spraying or other 
mechanical means are used to disperse a liquid above an open-surface 
tank, control must be provided for the airborne spray. Such operations 
shall be enclosed as completely as possible. The inward air velocity 
into the enclosure shall be sufficient to prevent the discharge of spray 
into the workroom. Mechanical baffles may be used to help prevent the 
discharge of spray. Spray painting operations are covered by paragraph 
(h) of this section.
    (6) Control means other than ventilation. Tank covers, foams, beads, 
chips, or other materials floating on the tank surface so as to confine 
gases, mists, or vapors to the area under the cover or to the foam, 
bead, or chip layer; or surface tension depressive agents added to the 
liquid in the tank to minimize mist formation, or any combination 
thereof, may all be used as gas, mist, or vapor control means for open-
surface tank operations, provided that they effectively reduce the 
concentrations of hazardous materials in the vicinity of the worker 
below the limits set in accordance with paragraph (i)(2) of this 
section.
    (7) System design. (i) The equipment for exhausting air shall have 
sufficient capacity to produce the flow of air required in each of the 
hoods and openings of the system.
    (ii) The capacity required in paragraph (i)(7)(i) of this section 
shall be obtained when the airflow producing equipment is operating 
against the following pressure losses, the sum of which is the static 
pressure:
    (A) Entrance losses into the hood.
    (B) Resistance to airflow in branch pipe including bends and 
transformations.
    (C) Entrance loss into the main pipe.
    (D) Resistance to airflow in main pipe including bends and 
transformations.
    (E) Resistance of mechanical equipment; that is, filters, washers, 
condensers, absorbers, etc., plus their entrance and exit losses.
    (F) Resistance in outlet duct and discharge stack.
    (iii) Two or more operations shall not be connected to the same 
exhaust system where either one or the combination of the substances 
removed may constitute a fire, explosion, or chemical reaction hazard in 
the duct system. Traps or other devices shall be provided to insure that 
condensate in ducts does not drain back into any tank.
    (iv) The exhaust system, consisting of hoods, ducts, air mover, and 
discharge outlet, shall be designed in accordance with American National 
Standard Fundamentals Governing the Design and Operation of Local 
Exhaust Systems, Z9.2-1960, or the manual, Industrial Ventilation, 
published by the American Conference of Governmental Industrial 
Hygienists 1970. Airflow and pressure loss data provided by the 
manufacturer of any air cleaning device shall be included in the design 
calculations.

[[Page 66]]

    (8) Operation. (i) The required airflow shall be maintained at all 
times during which gas, mist, or vapor is emitted from the tank, and at 
all times the tank, the draining, or the drying area is in operation or 
use. When the system is first installed, the airflow from each hood 
shall be measured by means of a pitot traverse in the exhaust duct and 
corrective action taken if the flow is less than that required. When the 
proper flow is obtained, the hood static pressure shall be measured and 
recorded. At intervals of not more than 3 months operation, or after a 
prolonged shutdown period, the hoods and duct system shall be inspected 
for evidence of corrosion or damage. In any case where the airflow is 
found to be less than required, it shall be increased to the required 
value. (Information on airflow and static pressure measurement and 
calculations may be found in American National Standard Fundamental 
Governing the Design and Operation of Local Exhaust Systems, Z9.2-1960, 
or in the manual, Industrial Ventilation, published by the American 
Conference of Governmental Industrial Hygienists.)
    (ii) The exhaust system shall discharge to the outer air in such a 
manner that the possibility of its effluent entering any building is at 
a minimum. Recirculation shall only be through a device for contaminant 
removal which will prevent the creation of a health hazard in the room 
or area to which the air is recirculated.
    (iii) A volume of outside air in the range of 90 percent to 110 
percent of the exhaust volume shall be provided to each room having 
exhaust hoods. The outside air supply shall enter the workroom in such a 
manner as not to be detrimental to any exhaust hood. The airflow of the 
makeup air system shall be measured on installation. Corrective action 
shall be taken when the airflow is below that required. The makeup air 
shall be uncontaminated.
    (9) Personal protection. (i) All employees working in and around 
open-surface tank operations must be instructed as to the hazards of 
their respective jobs, and in the personal protection and first aid 
procedures applicable to these hazards.
    (ii) All persons required to work in such a manner that their feet 
may become wet shall be provided with rubber or other impervious boots 
or shoes, rubbers, or wooden-soled shoes sufficient to keep feet dry.
    (iii) All persons required to handle work wet with a liquid other 
than water shall be provided with gloves impervious to such a liquid and 
of a length sufficient to prevent entrance of liquid into the tops of 
the gloves. The interior of gloves shall be kept free from corrosive or 
irritating contaminants.
    (iv) All persons required to work in such a manner that their 
clothing may become wet shall be provided with such aprons, coats, 
jackets, sleeves, or other garments made of rubber, or of other 
materials impervious to liquids other than water, as are required to 
keep their clothing dry. Aprons shall extend well below the top of boots 
to prevent liquid splashing into the boots. Provision of dry, clean, 
cotton clothing along with rubber shoes or short boots and an apron 
impervious to liquids other than water shall be considered a 
satisfactory substitute where small parts are cleaned, plated, or acid 
dipped in open tanks and rapid work is required.
    (v) Whenever there is a danger of splashing, for example, when 
additions are made manually to the tanks, or when acids and chemicals 
are removed from the tanks, the employees so engaged shall be required 
to wear either tight-fitting chemical goggles or an effective face 
shield. See Sec. 1926.102.
    (vi) When, during the emergencies specified in paragraph (i)(11)(v) 
of this section, employees must be in areas where concentrations of air 
contaminants are greater than the limits set by paragraph (i)(2)(iii) of 
this section or oxygen concentrations are less than 19.5 percent, they 
must use respirators that reduce their exposure to a level below these 
limits or that provide adequate oxygen. Such respirators must also be 
provided in marked, quickly-accessible storage compartments built for 
this purpose when the possibility exists of accidental release of 
hazardous concentrations of air contaminants. Respirators must be 
approved by NIOSH under 42 CFR part 84, selected

[[Page 67]]

by a competent industrial hygienist or other technically-qualified 
source, and used in accordance with 29 CFR 1926.103.
    (vii) Near each tank containing a liquid which may burn, irritate, 
or otherwise be harmful to the skin if splashed upon the worker's body, 
there shall be a supply of clean cold water. The water pipe (carrying a 
pressure not exceeding 25 pounds (11.325 kg)) shall be provided with a 
quick opening valve and at least 48 inches (1.216 m) of hose not smaller 
than three-fourths inch, so that no time may be lost in washing off 
liquids from the skin or clothing. Alternatively, deluge showers and eye 
flushes shall be provided in cases where harmful chemicals may be 
splashed on parts of the body.
    (viii) Operators with sores, burns, or other skin lesions requiring 
medical treatment shall not be allowed to work at their regular 
operations until so authorized by a physician. Any small skin abrasions, 
cuts, rash, or open sores which are found or reported shall be treated 
by a properly designated person so that chances of exposures to the 
chemicals are removed. Workers exposed to chromic acids shall have a 
periodic examination made of the nostrils and other parts of the body, 
to detect incipient ulceration.
    (ix) Sufficient washing facilities, including soap, individual 
towels, and hot water, shall be provided for all persons required to use 
or handle any liquids which may burn, irritate, or otherwise be harmful 
to the skin, on the basis of at least one basin (or its equivalent) with 
a hot water faucet for every 10 employees. See Sec. 1926.51(f).
    (x) Locker space or equivalent clothing storage facilities shall be 
provided to prevent contamination of street clothing.
    (xi) First aid facilities specific to the hazards of the operations 
conducted shall be readily available.
    (10) Special precautions for cyanide. Dikes or other arrangements 
shall be provided to prevent the possibility of intermixing of cyanide 
and acid in the event of tank rupture.
    (11) Inspection, maintenance, and installation. (i) Floors and 
platforms around tanks shall be prevented from becoming slippery both by 
original type of construction and by frequent flushing. They shall be 
firm, sound, and of the design and construction to minimize the 
possibility of tripping.
    (ii) Before cleaning the interior of any tank, the contents shall be 
drained off, and the cleanout doors shall be opened where provided. All 
pockets in tanks or pits, where it is possible for hazardous vapors to 
collect, shall be ventilated and cleared of such vapors.
    (iii) Tanks which have been drained to permit employees to enter for 
the purposes of cleaning, inspection, or maintenance may contain 
atmospheres which are hazardous to life or health, through the presence 
of flammable or toxic air contaminants, or through the absence of 
sufficient oxygen. Before employees shall be permitted to enter any such 
tank, appropriate tests of the atmosphere shall be made to determine if 
the limits set by paragraph (i)(2)(iii) of this section are exceeded, or 
if the oxygen concentration is less than 19.5 percent.
    (iv) If the tests made in accordance with paragraph (i)(11)(iii) of 
this section indicate that the atmosphere in the tank is unsafe, before 
any employee is permitted to enter the tank, the tank shall be 
ventilated until the hazardous atmosphere is removed, and ventilation 
shall be continued so as to prevent the occurrence of a hazardous 
atmosphere as long as an employee is in the tank.
    (v) If, in emergencies, such as rescue work, it is necessary to 
enter a tank which may contain a hazardous atmosphere, suitable 
respirators, such as self-contained breathing apparatus; hose mask with 
blower, if there is a possibility of oxygen deficiency; or a gas mask, 
selected and operated in accordance with paragraph (i)(9)(vi) of this 
section, shall be used. If a contaminant in the tank can cause 
dermatitis, or be absorbed through the skin, the employee entering the 
tank shall also wear protective clothing. At least one trained standby 
employee, with suitable respirator, shall be present in the nearest 
uncontaminated area. The standby employee must be able to communicate 
with the employee in the tank and be able to haul him out of the tank 
with a lifeline if necessary.

[[Page 68]]

    (vi) Maintenance work requiring welding or open flame, where toxic 
metal fumes such as cadmium, chromium, or lead may be evolved, shall be 
done only with sufficient local exhaust ventilation to prevent the 
creation of a health hazard, or be done with respirators selected and 
used in accordance with paragraph (i)(9)(vi) of this section. Welding, 
or the use of open flames near any solvent cleaning equipment shall be 
permitted only after such equipment has first been thoroughly cleared of 
solvents and vapors.
    (12) Vapor degreasing tanks. (i) In any vapor degreasing tank 
equipped with a condenser or vapor level thermostat, the condenser or 
thermostat shall keep the level of vapors below the top edge of the tank 
by a distance at least equal to one-half the tank width, or at least 36 
inches (0.912 m), whichever is shorter.
    (ii) Where gas is used as a fuel for heating vapor degreasing tanks, 
the combustion chamber shall be of tight construction, except for such 
openings as the exhaust flue, and those that are necessary for supplying 
air for combustion. Flues shall be of corrosion-resistant construction 
and shall extend to the outer air. If mechanical exhaust is used on this 
flue, a draft diverter shall be used. Special precautions must be taken 
to prevent solvent fumes from entering the combustion air of this or any 
other heater when chlorinated or fluorinated hydrocarbon solvents (for 
example, trichloroethylene, Freon) are used.
    (iii) Heating elements shall be so designed and maintained that 
their surface temperature will not cause the solvent or mixture to 
decompose, break down, or be converted into an excessive quantity of 
vapor.
    (iv) Tanks or machines of more than 4 square feet (0.368 m\2\) of 
vapor area, used for solvent cleaning or vapor degreasing, shall be 
equipped with suitable cleanout or sludge doors located near the bottom 
of each tank or still. These doors shall be so designed and gasketed 
that there will be no leakage of solvent when they are closed.
    (13) Scope. (i) This paragraph (i) applies to all operations 
involving the immersion of materials in liquids, or in the vapors of 
such liquids, for the purpose of cleaning or altering their surfaces, or 
adding or imparting a finish thereto, or changing the character of the 
materials, and their subsequent removal from the liquids or vapors, 
draining, and drying. Such operations include washing, electroplating, 
anodizing, pickling, quenching, dyeing, dipping, tanning, dressing, 
bleaching, degreasing, alkaline cleaning, stripping, rinsing, digesting, 
and other similar operations, but do not include molten materials 
handling operations, or surface coating operations.
    (ii) Molten materials handling operations means all operations, 
other than welding, burning, and soldering operations, involving the 
use, melting, smelting, or pouring of metals, alloys, salts, or other 
similar substances in the molten state. Such operations also include 
heat treating baths, descaling baths, die casting stereotyping, 
galvanizing, tinning, and similar operations.
    (iii) Surface coating operations means all operations involving the 
application of protective, decorative, adhesive, or strengthening 
coating or impregnation to one or more surfaces, or into the interstices 
of any object or material, by means of spraying, spreading, flowing, 
brushing, roll coating, pouring, cementing, or similar means; and any 
subsequent draining or drying operations, excluding open-tank 
operations.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35099, June 30, 1993; 61 FR 9250, Mar. 3, 1996; 63 FR 1295, Jan. 8, 
1998]



Sec. 1926.58  [Reserved]



Sec. 1926.59  Hazard communication.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1200 of this 
chapter.

[61 FR 31431, June 20, 1996]



Sec. 1926.60  Methylenedianiline.

    (a) Scope and application. (1) This section applies to all 
construction work as defined in 29 CFR 1910.12(b), in which there is 
exposure to MDA, including but not limited to the following:

[[Page 69]]

    (i) Construction, alteration, repair, maintenance, or renovation of 
structures, substrates, or portions thereof, that contain MDA;
    (ii) Installation or the finishing of surfaces with products 
containing MDA;
    (iii) MDA spill/emergency cleanup at construction sites; and
    (iv) Transportation, disposal, storage, or containment of MDA or 
products containing MDA on the site or location at which construction 
activities are performed.
    (2) Except as provided in paragraphs (a)(7) and (f)(5) of this 
section, this section does not apply to the processing, use, and 
handling of products containing MDA where initial monitoring indicates 
that the product is not capable of releasing MDA in excess of the action 
level under the expected conditions of processing, use, and handling 
which will cause the greatest possible release; and where no ``dermal 
exposure to MDA'' can occur.
    (3) Except as provided in paragraph (a)(7) of this section, this 
section does not apply to the processing, use, and handling of products 
containing MDA where objective data are reasonably relied upon which 
demonstrate the product is not capable of releasing MDA under the 
expected conditions of processing, use, and handling which will cause 
the greatest possible release; and where no ``dermal exposure to MDA'' 
can occur.
    (4) Except as provided in paragraph (a)(7) of this section, this 
section does not apply to the storage, transportation, distribution or 
sale of MDA in intact containers sealed in such a manner as to contain 
the MDA dusts, vapors, or liquids, except for the provisions of 29 CFR 
1910.1200 and paragraph (e) of this section.
    (5) Except as provided in paragraph (a)(7) of this section, this 
section does not apply to materials in any form which contain less than 
0.1% MDA by weight or volume.
    (6) Except as provided in paragraph (a)(7) of this section, this 
section does not apply to ``finished articles containing MDA.''
    (7) Where products containing MDA are exempted under paragraphs 
(a)(2) through (a)(6) of this section, the employer shall maintain 
records of the initial monitoring results or objective data supporting 
that exemption and the basis for the employer's reliance on the data, as 
provided in the recordkeeping provision of paragraph (o) of this 
section.
    (b) Definitions. For the purpose of this section, the following 
definitions shall apply:
    Action level means a concentration of airborne MDA of 5 ppb as an 
eight (8)-hour time-weighted average.
    Assistant Secretary means the Assistant Secretary of Labor for 
Occupational Safety and Health, U.S. Department of Labor, or designee.
    Authorized person means any person specifically authorized by the 
employer whose duties require the person to enter a regulated area, or 
any person entering such an area as a designated representative of 
employees for the purpose of exercising the right to observe monitoring 
and measuring procedures under paragraph (p) of this section, or any 
other person authorized by the Act or regulations issued under the Act.
    Container means any barrel, bottle, can, cylinder, drum, reaction 
vessel, storage tank, commercial packaging or the like, but does not 
include piping systems.
    Decontamination area means an area outside of but as near as 
practical to the regulated area, consisting of an equipment storage 
area, wash area, and clean change area, which is used for the 
decontamination of workers, materials, and equipment contaminated with 
MDA.
    Dermal exposure to MDA occurs where employees are engaged in the 
handling, application or use of mixtures or materials containing MDA, 
with any of the following non-airborne forms of MDA:
    (i) Liquid, powdered, granular, or flaked mixtures containing MDA in 
concentrations greater than 0.1% by weight or volume; and
    (ii) Materials other than ``finished articles'' containing MDA in 
concentrations greater than 0.1% by weight or volume.
    Director means the Director of the National Institute for 
Occupational Safety and Health, U.S. Department of

[[Page 70]]

Health and Human Services, or designee.
    Emergency means any occurrence such as, but not limited to, 
equipment failure, rupture of containers, or failure of control 
equipment which results in an unexpected and potentially hazardous 
release of MDA.
    Employee exposure means exposure to MDA which would occur if the 
employee were not using respirators or protective work clothing and 
equipment.
    Finished article containing MDA is defined as a manufactured item:
    (i) Which is formed to a specific shape or design during 
manufacture;
    (ii) Which has end use function(s) dependent in whole or part upon 
its shape or design during end use; and
    (iii) Where applicable, is an item which is fully cured by virtue of 
having been subjected to the conditions (temperature, time) necessary to 
complete the desired chemical reaction.
    Historical monitoring data means monitoring data for construction 
jobs that meet the following conditions:
    (i) The data upon which judgments are based are scientifically sound 
and were collected using methods that are sufficiently accurate and 
precise;
    (ii) The processes and work practices that were in use when the 
historical monitoring data were obtained are essentially the same as 
those to be used during the job for which initial monitoring will not be 
performed;
    (iii) The characteristics of the MDA-containing material being 
handled when the historical monitoring data were obtained are the same 
as those on the job for which initial monitoring will not be performed;
    (iv) Environmental conditions prevailing when the historical 
monitoring data were obtained are the same as those on the job for which 
initial monitoring will not be performed; and
    (v) Other data relevant to the operations, materials, processing, or 
employee exposures covered by the exception are substantially similar. 
The data must be scientifically sound, the characteristics of the MDA 
containing material must be similar and the environmental conditions 
comparable.
    4,4'Methylenedianiline or MDA means the chemical; 4,4'-
diaminodiphenylmethane, Chemical Abstract Service Registry number 101-
77-9, in the form of a vapor, liquid, or solid. The definition also 
includes the salts of MDA.
    Regulated Areas means areas where airborne concentrations of MDA 
exceed or can reasonably be expected to exceed, the permissible exposure 
limits, or where ``dermal exposure to MDA'' can occur.
    STEL means short term exposure limit as determined by any 15-minute 
sample period.
    (c) Permissible exposure limits. The employer shall assure that no 
employee is exposed to an airborne concentration of MDA in excess of ten 
parts per billion (10 ppb) as an 8-hour time-weighted average and a STEL 
of one hundred parts per billion (100 ppb).
    (d) Communication among employers. On multi-employer worksites, an 
employer performing work involving the application of MDA or materials 
containing MDA for which establishment of one or more regulated areas is 
required shall inform other employers on the site of the nature of the 
employer's work with MDA and of the existence of, and requirements 
pertaining to, regulated areas.
    (e) Emergency situations--(1) Written plan. (i) A written plan for 
emergency situations shall be developed for each construction operation 
where there is a possibility of an emergency. The plan shall include 
procedures where the employer identifies emergency escape routes for his 
employees at each construction site before the construction operation 
begins. Appropriate portions of the plan shall be implemented in the 
event of an emergency.
    (ii) The plan shall specifically provide that employees engaged in 
correcting emergency conditions shall be equipped with the appropriate 
personal protective equipment and clothing as required in paragraphs (i) 
and (j) of this section until the emergency is abated.
    (iii) The plan shall specifically include provisions for alerting 
and evacuating affected employees as well as the applicable elements 
prescribed in 29 CFR 1910.38 and 29 CFR 1910.39, ``Emergency action 
plans'' and ``Fire prevention plans,'' respectively.

[[Page 71]]

    (2) Alerting employees. Where there is the possibility of employee 
exposure to MDA due to an emergency, means shall be developed to 
promptly alert employees who have the potential to be directly exposed. 
Affected employees not engaged in correcting emergency conditions shall 
be evacuated immediately in the event that an emergency occurs. Means 
shall also be developed for alerting other employees who may be exposed 
as a result of the emergency.
    (f) Exposure monitoring--(1) General. (i) Determinations of employee 
exposure shall be made from breathing zone air samples that are 
representative of each employee's exposure to airborne MDA over an eight 
(8) hour period. Determination of employee exposure to the STEL shall be 
made from breathing zone air samples collected over a 15 minute sampling 
period.
    (ii) Representative employee exposure shall be determined on the 
basis of one or more samples representing full shift exposure for each 
shift for each job classification in each work area where exposure to 
MDA may occur.
    (iii) Where the employer can document that exposure levels are 
equivalent for similar operations in different work shifts, the employer 
shall only be required to determine representative employee exposure for 
that operation during one shift.
    (2) Initial monitoring. Each employer who has a workplace or work 
operation covered by this standard shall perform initial monitoring to 
determine accurately the airborne concentrations of MDA to which 
employees may be exposed unless:
    (i) The employer can demonstrate, on the basis of objective data, 
that the MDA-containing product or material being handled cannot cause 
exposures above the standard's action level, even under worst-case 
release conditions; or
    (ii) The employer has historical monitoring or other data 
demonstrating that exposures on a particular job will be below the 
action level.
    (3) Periodic monitoring and monitoring frequency. (i) If the 
monitoring required by paragraph (f)(2) of this section reveals employee 
exposure at or above the action level, but at or below the PELs, the 
employer shall repeat such monitoring for each such employee at least 
every six (6) months.
    (ii) If the monitoring required by paragraph (f)(2) of this section 
reveals employee exposure above the PELs, the employer shall repeat such 
monitoring for each such employee at least every three (3) months.
    (iii) Employers who are conducting MDA operations within a regulated 
area can forego periodic monitoring if the employees are all wearing 
supplied-air respirators while working in the regulated area.
    (iv) The employer may alter the monitoring schedule from every three 
months to every six months for any employee for whom two consecutive 
measurements taken at least 7 days apart indicate that the employee 
exposure has decreased to below the PELs but above the action level.
    (4) Termination of monitoring. (i) If the initial monitoring 
required by paragraph (f)(2) of this section reveals employee exposure 
to be below the action level, the employer may discontinue the 
monitoring for that employee, except as otherwise required by paragraph 
(f)(5) of this section.
    (ii) If the periodic monitoring required by paragraph (f)(3) of this 
section reveals that employee exposures, as indicated by at least two 
consecutive measurements taken at least 7 days apart, are below the 
action level the employer may discontinue the monitoring for that 
employee, except as otherwise required by paragraph (f)(5) of this 
section.
    (5) Additional monitoring. The employer shall institute the exposure 
monitoring required under paragraphs (f)(2) and (f)(3) of this section 
when there has been a change in production process, chemicals present, 
control equipment, personnel, or work practices which may result in new 
or additional exposures to MDA, or when the employer has any reason to 
suspect a change which may result in new or additional exposures.
    (6) Accuracy of monitoring. Monitoring shall be accurate, to a 
confidence level of 95 percent, to within plus or minus 25 percent for 
airborne concentrations of MDA.
    (7) Employee notification of monitoring results. (i) The employer 
must, as soon

[[Page 72]]

as possible but no later than 5 working days after the receipt of the 
results of any monitoring performed under this section, notify each 
affected employee of these results either individually in writing or by 
posting the results in an appropriate location that is accessible to 
employees.
    (ii) The written notification required by paragraph (f)(7)(i) of 
this section shall contain the corrective action being taken by the 
employer or any other protective measures which have been implemented to 
reduce the employee exposure to or below the PELs, wherever the PELs are 
exceeded.
    (8) Visual monitoring. The employer shall make routine inspections 
of employee hands, face and forearms potentially exposed to MDA. Other 
potential dermal exposures reported by the employee must be referred to 
the appropriate medical personnel for observation. If the employer 
determines that the employee has been exposed to MDA the employer shall:
    (i) Determine the source of exposure;
    (ii) Implement protective measures to correct the hazard; and
    (iii) Maintain records of the corrective actions in accordance with 
paragraph (o) of this section.
    (g) Regulated areas--(1) Establishment--(i) Airborne exposures. The 
employer shall establish regulated areas where airborne concentrations 
of MDA exceed or can reasonably be expected to exceed, the permissible 
exposure limits.
    (ii) Dermal exposures. Where employees are subject to ``dermal 
exposure to MDA'' the employer shall establish those work areas as 
regulated areas.
    (2) Demarcation. Regulated areas shall be demarcated from the rest 
of the workplace in a manner that minimizes the number of persons 
potentially exposed.
    (3) Access. Access to regulated areas shall be limited to authorized 
persons.
    (4) Personal protective equipment and clothing. Each person entering 
a regulated area shall be supplied with, and required to use, the 
appropriate personal protective clothing and equipment in accordance 
with paragraphs (i) and (j) of this section.
    (5) Prohibited activities. The employer shall ensure that employees 
do not eat, drink, smoke, chew tobacco or gum, or apply cosmetics in 
regulated areas.
    (h) Methods of compliance--(1) Engineering controls and work 
practices and respirators. (i) The employer shall use one or any 
combination of the following control methods to achieve compliance with 
the permissible exposure limits prescribed by paragraph (c) of this 
section:
    (A) Local exhaust ventilation equipped with HEPA filter dust 
collection systems;
    (B) General ventilation systems;
    (C) Use of workpractices; or
    (D) Other engineering controls such as isolation and enclosure that 
the Assistant Secretary can show to be feasible.
    (ii) Wherever the feasible engineering controls and work practices 
``which can be instituted are not sufficient to reduce employee exposure 
to or below the PELs, the employer shall use them to reduce employee 
exposure to the lowest levels achievable by these controls and shall 
supplement them by the use of respiratory protective devices which 
comply with the requirements of paragraph (i) of this section.
    (2) Special Provisions. For workers engaged in spray application 
methods, respiratory protection must be used in addition to feasible 
engineering controls and work practices to reduce employee exposure to 
or below the PELs.
    (3) Prohibitions. Compressed air shall not be used to remove MDA, 
unless the compressed air is used in conjunction with an enclosed 
ventilation system designed to capture the dust cloud created by the 
compressed air.
    (4) Employee rotation. The employer shall not use employee rotation 
as a means of compliance with the exposure limits prescribed in 
paragraph (c) of this section.
    (5) Compliance program. (i) The employer shall establish and 
implement a written program to reduce employee exposure to or below the 
PELs by means of engineering and work practice controls, as required by 
paragraph (h)(1) of this section, and by use of respiratory protection 
where permitted under this section.

[[Page 73]]

    (ii) Upon request this written program shall be furnished for 
examination and copying to the Assistant Secretary, the Director, 
affected employees and designated employee representatives. The employer 
shall review and, as necessary, update such plans at least once every 12 
months to make certain they reflect the current status of the program.
    (i) Respiratory protection--(1) General. For employees who use 
respirators required by this section, the employer must provide each 
employee an appropriate respirator that complies with the requirements 
of this paragraph. Respirators must be used during:
    (i) Periods necessary to install or implement feasible engineering 
and work-practice controls.
    (ii) Work operations, such as maintenance and repair activities and 
spray-application processes, for which engineering and work-practice 
controls are not feasible.
    (iii) Work operations for which feasible engineering and work-
practice controls are not yet sufficient to reduce employee exposure to 
or below the PELs.
    (iv) Emergencies.
    (2) Respirator program. The employer must implement a respiratory 
protection program in accordance with Sec. 1910.134 (b) through (d) 
(except (d)(1)(iii)), and (f) through (m), which covers each employee 
required by this section to use a respirator.
    (3) Respirator selection. (i) Employers must:
    (A) Select, and provide to employees, the appropriate respirators 
specified in paragraph (d)(3)(i)(A) of 29 CFR 1910.134.
    (B) Provide HEPA filters for powered and non-powered air-purifying 
respirators.
    (C) For escape, provide employees with one of the following 
respirator options: Any self-contained breathing apparatus with a full 
facepiece or hood operated in the positive-pressure or continuous-flow 
mode; or a full facepiece air-purifying respirator.
    (D) Provide a combination HEPA filter and organic vapor canister or 
cartridge with air-purifying respirators when MDA is in liquid form or 
used as part of a process requiring heat.
    (ii) An employee who cannot use a negative-pressure respirator must 
be given the option of using a positive-pressure respirator, or a 
supplied-air respirator operated in the continuous-flow or pressure-
demand mode.
    (j) Protective work clothing and equipment--(1) Provision and use. 
Where employees are subject to dermal exposure to MDA, where liquids 
containing MDA can be splashed into the eyes, or where airborne 
concentrations of MDA are in excess of the PEL, the employer shall 
provide, at no cost to the employee, and ensure that the employee uses, 
appropriate protective work clothing and equipment which prevent contact 
with MDA such as, but not limited to:
    (i) Aprons, coveralls or other full-body work clothing;
    (ii) Gloves, head coverings, and foot coverings; and
    (iii) Face shields, chemical goggles; or
    (iv) Other appropriate protective equipment which comply with 29 CFR 
1910.133.
    (2) Removal and storage. (i) The employer shall ensure that, at the 
end of their work shift, employees remove MDA-contaminated protective 
work clothing and equipment that is not routinely removed throughout the 
day in change areas provided in accordance with the provisions in 
paragraph (k) of this section.
    (ii) The employer shall ensure that, during their work shift, 
employees remove all other MDA-contaminated protective work clothing or 
equipment before leaving a regulated area.
    (iii) The employer shall ensure that no employee takes MDA-
contaminated work clothing or equipment out of the decontamination 
areas, except those employees authorized to do so for the purpose of 
laundering, maintenance, or disposal.
    (iv) MDA-contaminated work clothing or equipment shall be placed and 
stored and transported in sealed, impermeable bags, or other closed 
impermeable containers.
    (v) Containers of MDA-contaminated protective work clothing or 
equipment which are to be taken out of decontamination areas or the 
workplace for cleaning, maintenance, or disposal,

[[Page 74]]

shall bear labels warning of the hazards of MDA.
    (3) Cleaning and replacement. (i) The employer shall provide the 
employee with clean protective clothing and equipment. The employer 
shall ensure that protective work clothing or equipment required by this 
paragraph is cleaned, laundered, repaired, or replaced at intervals 
appropriate to maintain its effectiveness.
    (ii) The employer shall prohibit the removal of MDA from protective 
work clothing or equipment by blowing, shaking, or any methods which 
allow MDA to re-enter the workplace.
    (iii) The employer shall ensure that laundering of MDA-contaminated 
clothing shall be done so as to prevent the release of MDA in the 
workplace.
    (iv) Any employer who gives MDA-contaminated clothing to another 
person for laundering shall inform such person of the requirement to 
prevent the release of MDA.
    (v) The employer shall inform any person who launders or cleans 
protective clothing or equipment contaminated with MDA of the 
potentially harmful effects of exposure.
    (4) Visual Examination. (i) The employer shall ensure that 
employees' work clothing is examined periodically for rips or tears that 
may occur during performance of work.
    (ii) When rips or tears are detected, the protective equipment or 
clothing shall be repaired and replaced immediately.
    (k) Hygiene facilities and practices--(1) General. (i) The employer 
shall provide decontamination areas for employees required to work in 
regulated areas or required by paragraph (j)(1) of this section to wear 
protective clothing. Exception: In lieu of the decontamination area 
requirement specified in paragraph (k)(1)(i) of this section, the 
employer may permit employees engaged in small scale, short duration 
operations, to clean their protective clothing or dispose of the 
protective clothing before such employees leave the area where the work 
was performed.
    (ii) Change areas. The employer shall ensure that change areas are 
equipped with separate storage facilities for protective clothing and 
street clothing, in accordance with 29 CFR 1910.141(e).
    (iii) Equipment area. The equipment area shall be supplied with 
impermeable, labeled bags and containers for the containment and 
disposal of contaminated protective clothing and equipment.
    (2) Shower area. (i) Where feasible, shower facilities shall be 
provided which comply with 29 CFR 1910.141(d)(3) wherever the 
possibility of employee exposure to airborne levels of MDA in excess of 
the permissible exposure limit exists.
    (ii) Where dermal exposure to MDA occurs, the employer shall ensure 
that materials spilled or deposited on the skin are removed as soon as 
possible by methods which do not facilitate the dermal absorption of 
MDA.
    (3) Lunch Areas. (i) Whenever food or beverages are consumed at the 
worksite and employees are exposed to MDA the employer shall provide 
clean lunch areas were MDA levels are below the action level and where 
no dermal exposure to MDA can occur.
    (ii) The employer shall ensure that employees wash their hands and 
faces with soap and water prior to eating, drinking, smoking, or 
applying cosmetics.
    (iii) The employer shall ensure that employees do not enter lunch 
facilities with contaminated protective work clothing or equipment.
    (l) Communication of hazards to employees--(1) Signs and labels. (i) 
The employer shall post and maintain legible signs demarcating regulated 
areas and entrances or accessways to regulated areas that bear the 
following legend:

DANGER
MDA
MAY CAUSE CANCER
LIVER TOXIN
AUTHORIZED PERSONNEL ONLY
RESPIRATORS AND PROTECTIVE CLOTHING MAY BE REQUIRED TO BE WORN IN THIS 
AREA

    (ii) The employer shall ensure that labels or other appropriate 
forms of warning are provided for containers of MDA within the 
workplace. The labels shall comply with the requirements of 29 CFR 
1910.1200(f) and shall include one of the following legends:
    (A) For pure MDA

DANGER
CONTAINS MDA

[[Page 75]]

MAY CAUSE CANCER
LIVER TOXIN

    (B) For mixtures containing MDA

DANGER
CONTAINS MDA
CONTAINS MATERIALS WHICH MAY CAUSE CANCER
LIVER TOXIN

    (2) Material safety data sheets (MSDS). Employers shall obtain or 
develop, and shall provide access to their employees, to a material 
safety data sheet (MSDS) for MDA.
    (3) Information and training. (i) The employer shall provide 
employees with information and training on MDA, in accordance with 29 
CFR 1910.1200(h), at the time of initial assignment and at least 
annually thereafter.
    (ii) In addition to the information required under 29 CFR 1910.1200, 
the employer shall:
    (A) Provide an explanation of the contents of this section, 
including appendices A and B of this section, and indicate to employees 
where a copy of the standard is available;
    (B) Describe the medical surveillance program required under 
paragraph (n) of this section, and explain the information contained in 
appendix C of this section; and
    (C) Describe the medical removal provision required under paragraph 
(n) of this section.
    (4) Access to training materials. (i) The employer shall make 
readily available to all affected employees, without cost, all written 
materials relating to the employee training program, including a copy of 
this regulation.
    (ii) The employer shall provide to the Assistant Secretary and the 
Director, upon request, all information and training materials relating 
to the employee information and training program.
    (m) Housekeeping. (1) All surfaces shall be maintained as free as 
practicable of visible accumulations of MDA.
    (2) The employer shall institute a program for detecting MDA leaks, 
spills, and discharges, including regular visual inspections of 
operations involving liquid or solid MDA.
    (3) All leaks shall be repaired and liquid or dust spills cleaned up 
promptly.
    (4) Surfaces contaminated with MDA may not be cleaned by the use of 
compressed air.
    (5) Shoveling, dry sweeping, and other methods of dry clean-up of 
MDA may be used where HEPA filtered vacuuming and/or wet cleaning are 
not feasible or practical.
    (6) Waste, scrap, debris, bags, containers, equipment, and clothing 
contaminated with MDA shall be collected and disposed of in a manner to 
prevent the re-entry of MDA into the workplace.
    (n) Medical surveillance--(1) General. (i) The employer shall make 
available a medical surveillance program for employees exposed to MDA 
under the following circumstances:
    (A) Employees exposed at or above the action level for 30 or more 
days per year;
    (B) Employees who are subject to dermal exposure to MDA for 15 or 
more days per year;
    (C) Employees who have been exposed in an emergency situation;
    (D) Employees whom the employer, based on results from compliance 
with paragraph (f)(8) of this section, has reason to believe are being 
dermally exposed; and
    (E) Employees who show signs or symptoms of MDA exposure.
    (ii) The employer shall ensure that all medical examinations and 
procedures are performed by or under the supervision of a licensed 
physician at a reasonable time and place, and provided without cost to 
the employee.
    (2) Initial examinations. (i) Within 150 days of the effective date 
of this standard, or before the time of initial assignment, the employer 
shall provide each employee covered by paragraph (n)(1)(i) of this 
section with a medical examination including the following elements:
    (A) A detailed history which includes:
    (1) Past work exposure to MDA or any other toxic substances;
    (2) A history of drugs, alcohol, tobacco, and medication routinely 
taken (duration and quantity); and
    (3) A history of dermatitis, chemical skin sensitization, or 
previous hepatic disease.

[[Page 76]]

    (B) A physical examination which includes all routine physical 
examination parameters, skin examination, and examination for signs of 
liver disease.
    (C) Laboratory tests including:
    (1) Liver function tests and (2) Urinalysis.
    (D) Additional tests as necessary in the opinion of the physician.
    (ii) No initial medical examination is required if adequate records 
show that the employee has been examined in accordance with the 
requirements of this section within the previous six months prior to the 
effective date of this standard or prior to the date of initial 
assignment.
    (3) Periodic examinations. (i) The employer shall provide each 
employee covered by this section with a medical examination at least 
annually following the initial examination. These periodic examinations 
shall include at least the following elements:
    (A) A brief history regarding any new exposure to potential liver 
toxins, changes in drug, tobacco, and alcohol intake, and the appearance 
of physical signs relating to the liver, and the skin;
    (B) The appropriate tests and examinations including liver function 
tests and skin examinations; and
    (C) Appropriate additional tests or examinations as deemed necessary 
by the physician.
    (ii) If in the physician's opinion the results of liver function 
tests indicate an abnormality, the employee shall be removed from 
further MDA exposure in accordance with paragraph (n)(9) of this 
section. Repeat liver function tests shall be conducted on advice of the 
physician.
    (4) Emergency examinations. If the employer determines that the 
employee has been exposed to a potentially hazardous amount of MDA in an 
emergency situation under paragraph (e) of this section, the employer 
shall provide medical examinations in accordance with paragraphs (n)(3) 
(i) and (ii) of this section. If the results of liver function testing 
indicate an abnormality, the employee shall be removed in accordance 
with paragraph (n)(9) of this section. Repeat liver function tests shall 
be conducted on the advice of the physician. If the results of the tests 
are normal, tests must be repeated two to three weeks from the initial 
testing. If the results of the second set of tests are normal and on the 
advice of the physician, no additional testing is required.
    (5) Additional examinations. Where the employee develops signs and 
symptoms associated with exposure to MDA, the employer shall provide the 
employee with an additional medical examination including liver function 
tests. Repeat liver function tests shall be conducted on the advice of 
the physician. If the results of the tests are normal, tests must be 
repeated two to three weeks from the initial testing. If the results of 
the second set of tests are normal and on the advice of the physician, 
no additional testing is required.
    (6) Multiple physician review mechanism. (i) If the employer selects 
the initial physician who conducts any medical examination or 
consultation provided to an employee under this section, and the 
employee has signs or symptoms of occupational exposure to MDA (which 
could include an abnormal liver function test), and the employee 
disagrees with the opinion of the examining physician, and this opinion 
could affect the employee's job status, the employee may designate an 
appropriate and mutually acceptable second physician:
    (A) To review any findings, determinations or recommendations of the 
initial physician; and
    (B) To conduct such examinations, consultations, and laboratory 
tests as the second physician deems necessary to facilitate this review.
    (ii) The employer shall promptly notify an employee of the right to 
seek a second medical opinion after each occasion that an initial 
physician conducts a medical examination or consultation pursuant to 
this section. The employer may condition its participation in, and 
payment for, the multiple physician review mechanism upon the employee 
doing the following within fifteen (15) days after receipt of the 
foregoing notification, or receipt of the initial physician's written 
opinion, whichever is later:
    (A) The employee informing the employer that he or she intends to 
seek a second medical opinion, and

[[Page 77]]

    (B) The employee initiating steps to make an appointment with a 
second physician.
    (iii) If the findings, determinations, or recommendations of the 
second physician differ from those of the initial physician, then the 
employer and the employee shall assure that efforts are made for the two 
physicians to resolve any disagreement.
    (iv) If the two physicians have been unable to quickly resolve their 
disagreement, then the employer and the employee through their 
respective physicians shall designate a third physician:
    (A) To review any findings, determinations, or recommendations of 
the prior physicians; and
    (B) To conduct such examinations, consultations, laboratory tests, 
and discussions with the prior physicians as the third physician deems 
necessary to resolve the disagreement of the prior physicians.
    (v) The employer shall act consistent with the findings, 
determinations, and recommendations of the second physician, unless the 
employer and the employee reach a mutually acceptable agreement.
    (7) Information provided to the examining physician. (i) The 
employer shall provide the following information to the examining 
physician:
    (A) A copy of this regulation and its appendices;
    (B) A description of the affected employee's duties as they relate 
to the employee's potential exposure to MDA;
    (C) The employee's current actual or representative MDA exposure 
level;
    (D) A description of any personal protective equipment used or to be 
used; and
    (E) Information from previous employment related medical 
examinations of the affected employee.
    (ii) The employer shall provide the foregoing information to a 
second physician under this section upon request either by the second 
physician, or by the employee.
    (8) Physician's written opinion. (i) For each examination under this 
section, the employer shall obtain, and provide the employee with a copy 
of, the examining physician's written opinion within 15 days of its 
receipt. The written opinion shall include the following:
    (A) The occupationally pertinent results of the medical examination 
and tests;
    (B) The physician's opinion concerning whether the employee has any 
detected medical conditions which would place the employee at increased 
risk of material impairment of health from exposure to MDA;
    (C) The physician's recommended limitations upon the employee's 
exposure to MDA or upon the employee's use of protective clothing or 
equipment and respirators; and
    (D) A statement that the employee has been informed by the physician 
of the results of the medical examination and any medical conditions 
resulting from MDA exposure which require further explanation or 
treatment.
    (ii) The written opinion obtained by the employer shall not reveal 
specific findings or diagnoses unrelated to occupational exposures.
    (9) Medical removal--(i) Temporary medical removal of an employee--
(A) Temporary removal resulting from occupational exposure. The employee 
shall be removed from work environments in which exposure to MDA is at 
or above the action level or where dermal exposure to MDA may occur, 
following an initial examination (paragraph (n)(2) of this section), 
periodic examinations (paragraph (n)(3) of this section), an emergency 
situation (paragraph (n)(4) of this section), or an additional 
examination (paragraph (n)(5) of this section) in the following 
circumstances:
    (1) When the employee exhibits signs and/or symptoms indicative of 
acute exposure to MDA; or
    (2) When the examining physician determines that an employee's 
abnormal liver function tests are not associated with MDA exposure but 
that the abnormalities may be exacerbated as a result of occupational 
exposure to MDA.
    (B) Temporary removal due to a final medical determination. (1) The 
employer shall remove an employee from work having an exposure to MDA at 
or above the action level or where the potential for dermal exposure 
exists on each occasion that a final medical determination results in a 
medical finding, determination, or opinion that the employee

[[Page 78]]

has a detected medical condition which places the employee at increased 
risk of material impairment to health from exposure to MDA.
    (2) For the purposes of this section, the phrase ``final medical 
determination'' shall mean the outcome of the physician review mechanism 
used pursuant to the medical surveillance provisions of this section.
    (3) Where a final medical determination results in any recommended 
special protective measures for an employee, or limitations on an 
employee's exposure to MDA, the employer shall implement and act 
consistent with the recommendation.
    (ii) Return of the employee to former job status. (A) The employer 
shall return an employee to his or her former job status:
    (1) When the employee no longer shows signs or symptoms of exposure 
to MDA, or upon the advice of the physician.
    (2) When a subsequent final medical determination results in a 
medical finding, determination, or opinion that the employee no longer 
has a detected medical condition which places the employee at increased 
risk of material impairment to health from exposure to MDA.
    (B) For the purposes of this section, the requirement that an 
employer return an employee to his or her former job status is not 
intended to expand upon or restrict any rights an employee has or would 
have had, absent temporary medical removal, to a specific job 
classification or position under the terms of a collective bargaining 
agreement.
    (iii) Removal of other employee special protective measure or 
limitations. The employer shall remove any limitations placed on an 
employee or end any special protective measures provided to an employee 
pursuant to a final medical determination when a subsequent final 
medical determination indicates that the limitations or special 
protective measures are no longer necessary.
    (iv) Employer options pending a final medical determination. Where 
the physician review mechanism used pursuant to the medical surveillance 
provisions of this section, has not yet resulted in a final medical 
determination with respect to an employee, the employer shall act as 
follows:
    (A) Removal. The employer may remove the employee from exposure to 
MDA, provide special protective measures to the employee, or place 
limitations upon the employee, consistent with the medical findings, 
determinations, or recommendations of the physician who has reviewed the 
employee's health status.
    (B) Return. The employer may return the employee to his or her 
former job status, and end any special protective measures provided to 
the employee, consistent with the medical findings, determinations, or 
recommendations of any of the physicians who have reviewed the 
employee's health status, with two exceptions:
    (1) If the initial removal, special protection, or limitation of the 
employee resulted from a final medical determination which differed from 
the findings, determinations, or recommendations of the initial 
physician; or
    (2) The employee has been on removal status for the preceding six 
months as a result of exposure to MDA, then the employer shall await a 
final medical determination.
    (v) Medical removal protection benefits--(A) Provisions of medical 
removal protection benefits. The employer shall provide to an employee 
up to six (6) months of medical removal protection benefits on each 
occasion that an employee is removed from exposure to MDA or otherwise 
limited pursuant to this section.
    (B) Definition of medical removal protection benefits. For the 
purposes of this section, the requirement that an employer provide 
medical removal protection benefits means that the employer shall 
maintain the earnings, seniority, and other employment rights and 
benefits of an employee as though the employee had not been removed from 
normal exposure to MDA or otherwise limited.
    (C) Follow-up medical surveillance during the period of employee 
removal or limitations. During the period of time that an employee is 
removed from normal exposure to MDA or otherwise limited, the employer 
may condition the provision of medical removal protection

[[Page 79]]

benefits upon the employee's participation in follow-up medical 
surveillance made available pursuant to this section.
    (D) Workers' compensation claims. If a removed employee files a 
claim for workers' compensation payments for a MDA-related disability, 
then the employer shall continue to provide medical removal protection 
benefits pending disposition of the claim. To the extent that an award 
is made to the employee for earnings lost during the period of removal, 
the employer's medical removal protection obligation shall be reduced by 
such amount. The employer shall receive no credit for workers' 
compensation payments received by the employee for treatment-related 
expenses.
    (E) Other credits. The employer's obligation to provide medical 
removal protection benefits to a removed employee shall be reduced to 
the extent that the employee receives compensation for earnings lost 
during the period of removal either from a publicly or employer-funded 
compensation program, or receives income from employment with any 
employer made possible by virtue of the employee's removal.
    (F) Employees who do not recover within the 6 months of removal. The 
employer shall take the following measures with respect to any employee 
removed from exposure to MDA:
    (1) The employer shall make available to the employee a medical 
examination pursuant to this section to obtain a final medical 
determination with respect to the employee;
    (2) The employer shall assure that the final medical determination 
obtained indicates whether or not the employee may be returned to his or 
her former job status, and, if not, what steps should be taken to 
protect the employee's health;
    (3) Where the final medical determination has not yet been obtained, 
or once obtained indicates that the employee may not yet be returned to 
his or her former job status, the employer shall continue to provide 
medical removal protection benefits to the employee until either the 
employee is returned to former job status, or a final medical 
determination is made that the employee is incapable of ever safely 
returning to his or her former job status; and
    (4) Where the employer acts pursuant to a final medical 
determination which permits the return of the employee to his or her 
former job status despite what would otherwise be an unacceptable liver 
function test, later questions concerning removing the employee again 
shall be decided by a final medical determination. The employer need not 
automatically remove such an employee pursuant to the MDA removal 
criteria provided by this section.
    (vi) Voluntary removal or restriction of an employee. Where an 
employer, although not required by this section to do so, removes an 
employee from exposure to MDA or otherwise places limitations on an 
employee due to the effects of MDA exposure on the employee's medical 
condition, the employer shall provide medical removal protection 
benefits to the employee equal to that required by paragraph (n)(9)(v) 
of this section.
    (o) Recordkeeping--(1) Objective data for exempted operations. (i) 
Where the employer has relied on objective data that demonstrate that 
products made from or containing MDA are not capable of releasing MDA or 
do not present a dermal exposure problem under the expected conditions 
of processing, use, or handling to exempt such operations from the 
initial monitoring requirements under paragraph (f)(2) of this section, 
the employer shall establish and maintain an accurate record of 
objective data reasonably relied upon in support of the exemption.
    (ii) The record shall include at least the following information:
    (A) The product qualifying for exemption;
    (B) The source of the objective data;
    (C) The testing protocol, results of testing, and/or analysis of the 
material for the release of MDA;
    (D) A description of the operation exempted and how the data support 
the exemption; and
    (E) Other data relevant to the operations, materials, processing, or 
employee exposures covered by the exemption.

[[Page 80]]

    (iii) The employer shall maintain this record for the duration of 
the employer's reliance upon such objective data.
    (2) Historical monitoring data. (i) Where the employer has relied on 
historical monitoring data that demonstrate that exposures on a 
particular job will be below the action level to exempt such operations 
from the initial monitoring requirements under paragraph (f)(2) of this 
section, the employer shall establish and maintain an accurate record of 
historical monitoring data reasonably relied upon in support of the 
exception.
    (ii) The record shall include information that reflect the following 
conditions:
    (A) The data upon which judgments are based are scientifically sound 
and were collected using methods that are sufficiently accurate and 
precise;
    (B) The processes and work practices that were in use when the 
historical monitoring data were obtained are essentially the same as 
those to be used during the job for which initial monitoring will not be 
performed;
    (C) The characteristics of the MDA-containing material being handled 
when the historical monitoring data were obtained are the same as those 
on the job for which initial monitoring will not be performed;
    (D) Environmental conditions prevailing when the historical 
monitoring data were obtained are the same as those on the job for which 
initial monitoring will not be performed; and
    (E) Other data relevant to the operations, materials, processing, or 
employee exposures covered by the exception.
    (iii) The employer shall maintain this record for the duration of 
the employer's reliance upon such historical monitoring data.
    (3) The employer may utilize the services of competent organizations 
such as industry trade associations and employee associations to 
maintain the records required by this section.
    (4) Exposure measurements. (i) The employer shall keep an accurate 
record of all measurements taken to monitor employee exposure to MDA.
    (ii) This record shall include at least the following information:
    (A) The date of measurement;
    (B) The operation involving exposure to MDA;
    (C) Sampling and analytical methods used and evidence of their 
accuracy;
    (D) Number, duration, and results of samples taken;
    (E) Type of protective devices worn, if any; and
    (F) Name, social security number, and exposure of the employees 
whose exposures are represented.
    (iii) The employer shall maintain this record for at least thirty 
(30) years, in accordance with 29 CFR 1910.33.
    (5) Medical surveillance. (i) The employer shall establish and 
maintain an accurate record for each employee subject to medical 
surveillance by paragraph (n) of this section, in accordance with 29 CFR 
1910.33.
    (ii) The record shall include at least the following information:
    (A) The name and social security number of the employee;
    (B) A copy of the employee's medical examination results, including 
the medical history, questionnaire responses, results of any tests, and 
physician's recommendations.
    (C) Physician's written opinions;
    (D) Any employee medical complaints related to exposure to MDA; and
    (E) A copy of the information provided to the physician as required 
by paragraph (n) of this section.
    (iii) The employer shall ensure that this record is maintained for 
the duration of employment plus thirty (30) years, in accordance with 29 
CFR 1910.33.
    (iv) A copy of the employee's medical removal and return to work 
status.
    (6) Training records. The employer shall maintain all employee 
training records for one (1) year beyond the last date of employment.
    (7) Availability. (i) The employer, upon written request, shall make 
all records required to be maintained by this section available to the 
Assistant Secretary and the Director for examination and copying.
    (ii) The employer, upon request, shall make any exposure records 
required by paragraphs (f) and (n) of this section available for 
examination and copying

[[Page 81]]

to affected employees, former employees, designated representatives, and 
the Assistant Secretary, in accordance with 29 CFR 1910.33(a)-(e) and 
(g)-(i).
    (iii) The employer, upon request, shall make employee medical 
records required by paragraphs (n) and (o) of this section available for 
examination and copying to the subject employee, anyone having the 
specific written consent of the subject employee, and the Assistant 
Secretary, in accordance with 29 CFR 1910.33.
    (8) Transfer of records. (i) The employer shall comply with the 
requirements concerning transfer of records set forth in 29 CFR 
1910.33(h).
    (ii) Whenever the employer ceases to do business and there is no 
successor employer to receive and retain the records for the prescribed 
period, the employer shall notify the Director at least 90 days prior to 
disposal and, upon request, transmit them to the Director.
    (p) Observation of monitoring--(1) Employee observation. The 
employer shall provide affected employees, or their designated 
representatives, an opportunity to observe the measuring or monitoring 
of employee exposure to MDA conducted pursuant to paragraph (f) of this 
section.
    (2) Observation procedures. When observation of the measuring or 
monitoring of employee exposure to MDA requires entry into areas where 
the use of protective clothing and equipment or respirators is required, 
the employer shall provide the observer with personal protective 
clothing and equipment or respirators required to be worn by employees 
working in the area, assure the use of such clothing and equipment or 
respirators, and require the observer to comply with all other 
applicable safety and health procedures.
    (q) Appendices. The information contained in appendices A, B, C, and 
D of this section is not intended, by itself, to create any additional 
obligations not otherwise imposed by this standard nor detract from any 
existing obligation.

      Appendix A to Sec. 1926.60--Substance Data Sheet, for 4-4' 
                           Methylenedianiline

    Note: The requirements applicable to construction work under this 
Appendix A are identical to those set forth in Appendix A to Sec. 
1910.1050 of this chapter.

    Appendix B to Sec. 1926.60--Substance Technical Guidelines, MDA

    Note: The requirements applicable to construction work under this 
Appendix B are identical to those set forth in Appendix B to Sec. 
1910.1050 of this chapter.

  Appendix C to Sec. 1926.60--Medical Surveillance Guidelines for MDA

    Note: The requirements applicable to construction work under this 
Appendix C are identical to those set forth in Appendix C to Sec. 
1910.1050 of this chapter.

  Appendix D to Sec. 1926.60--Sampling and Analytical Methods for MDA 
                  Monitoring and Measurement Procedures

    Note: The requirements applicable to construction work under this 
Appendix D are identical to those set forth in Appendix D to Sec. 
1910.1050 of this chapter.

[57 FR 35681, Aug. 10, 1992, as amended at 57 FR 49649, Nov. 3, 1992; 61 
FR 5510, Feb. 13, 1996; 61 FR 31431, June 20, 1996; 63 FR 1296, Jan. 8, 
1998; 69 FR 70373, Dec. 6, 2004; 70 FR 1143, Jan. 5, 2005; 71 FR 16674, 
Apr. 3, 2006; 71 FR 50191, Aug. 24, 2006; 73 FR 75588, Dec. 12, 2008]



Sec. 1926.61  Retention of DOT markings, placards and labels.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1201 of this 
chapter.

[61 FR 31432, June 20, 1996]



Sec. 1926.62  Lead.

    (a) Scope. This section applies to all construction work where an 
employee may be occupationally exposed to lead. All construction work 
excluded from coverage in the general industry standard for lead by 29 
CFR 1910.1025(a)(2) is covered by this standard. Construction work is 
defined as work for construction, alteration and/or repair, including 
painting and decorating. It includes but is not limited to the 
following:

[[Page 82]]

    (1) Demolition or salvage of structures where lead or materials 
containing lead are present;
    (2) Removal or encapsulation of materials containing lead;
    (3) New construction, alteration, repair, or renovation of 
structures, substrates, or portions thereof, that contain lead, or 
materials containing lead;
    (4) Installation of products containing lead;
    (5) Lead contamination/emergency cleanup;
    (6) Transportation, disposal, storage, or containment of lead or 
materials containing lead on the site or location at which construction 
activities are performed, and
    (7) Maintenance operations associated with the construction 
activities described in this paragraph.
    (b) Definitions.
    Action level means employee exposure, without regard to the use of 
respirators, to an airborne concentration of lead of 30 micrograms per 
cubic meter of air (30 [micro]g/m\3\) calculated as an 8-hour time-
weighted average (TWA).
    Assistant Secretary means the Assistant Secretary of Labor for 
Occupational Safety and Health, U.S. Department of Labor, or designee.
    Competent person means one who is capable of identifying existing 
and predictable lead hazards in the surroundings or working conditions 
and who has authorization to take prompt corrective measures to 
eliminate them.
    Director means the Director, National Institute for Occupational 
Safety and Health (NIOSH), U.S. Department of Health and Human Services, 
or designee.
    Lead means metallic lead, all inorganic lead compounds, and organic 
lead soaps. Excluded from this definition are all other organic lead 
compounds.
    This section means this standard.
    (c) Permissible exposure limit. (1) The employer shall assure that 
no employee is exposed to lead at concentrations greater than fifty 
micrograms per cubic meter of air (50 [micro]g/m\3\) averaged over an 8-
hour period.
    (2) If an employee is exposed to lead for more than 8 hours in any 
work day the employees' allowable exposure, as a time weighted average 
(TWA) for that day, shall be reduced according to the following formula:

Allowable employee exposure (in [micro]g/m\3\) = 400 divided by hours 
    worked in the day.

    (3) When respirators are used to limit employee exposure as required 
under paragraph (c) of this section and all the requirements of 
paragraphs (e)(1) and (f) of this section have been met, employee 
exposure may be considered to be at the level provided by the protection 
factor of the respirator for those periods the respirator is worn. Those 
periods may be averaged with exposure levels during periods when 
respirators are not worn to determine the employee's daily TWA exposure.
    (d) Exposure assessment--(1) General. (i) Each employer who has a 
workplace or operation covered by this standard shall initially 
determine if any employee may be exposed to lead at or above the action 
level.
    (ii) For the purposes of paragraph (d) of this section, employee 
exposure is that exposure which would occur if the employee were not 
using a respirator.
    (iii) With the exception of monitoring under paragraph (d)(3), where 
monitoring is required under this section, the employer shall collect 
personal samples representative of a full shift including at least one 
sample for each job classification in each work area either for each 
shift or for the shift with the highest exposure level.
    (iv) Full shift personal samples shall be representative of the 
monitored employee's regular, daily exposure to lead.
    (2) Protection of employees during assessment of exposure. (i) With 
respect to the lead related tasks listed in paragraph (d)(2)(i) of this 
section, where lead is present, until the employer performs an employee 
exposure assessment as required in paragraph (d) of this section and 
documents that the employee performing any of the listed tasks is not 
exposed above the PEL, the employer shall treat the employee as if the 
employee were exposed above the PEL, and not in excess of ten (10) times 
the PEL, and shall implement employee protective measures prescribed in 
paragraph (d)(2)(v) of this

[[Page 83]]

section. The tasks covered by this requirement are:
    (A) Where lead containing coatings or paint are present: Manual 
demolition of structures (e.g, dry wall), manual scraping, manual 
sanding, heat gun applications, and power tool cleaning with dust 
collection systems;
    (B) Spray painting with lead paint.
    (ii) In addition, with regard to tasks not listed in paragraph 
(d)(2)(i), where the employee has any reason to believe that an employee 
performing the task may be exposed to lead in excess of the PEL, until 
the employer performs an employee exposure assessment as required by 
paragraph (d) of this section and documents that the employee's lead 
exposure is not above the PEL the employer shall treat the employee as 
if the employee were exposed above the PEL and shall implememt employee 
protective measures as prescribed in paragraph (d)(2)(v) of this 
section.
    (iii) With respect to the tasks listed in paragraph (d)(2)(iii) of 
this section, where lead is present, until the employer performs an 
employee exposure assessment as required in paragraph (d) of this 
section, and documents that the employee performing any of the listed 
tasks is not exposed in excess of 500 [micro]g/m\3\, the employer shall 
treat the employee as if the employee were exposed to lead in excess of 
500 [micro]g/m\3\ and shall implement employee protective measures as 
prescribed in paragraph (d)(2)(v) of this section. Where the employer 
does establish that the employee is exposed to levels of lead below 500 
[micro]g/m\3\, the employer may provide the exposed employee with the 
appropriate respirator prescribed for such use at such lower exposures, 
in accordance with Table 1 of this section. The tasks covered by this 
requirement are:
    (A) Using lead containing mortar; lead burning
    (B) Where lead containing coatings or paint are present: rivet 
busting; power tool cleaning without dust collection systems; cleanup 
activities where dry expendable abrasives are used; and abrasive 
blasting enclosure movement and removal.
    (iv) With respect to the tasks listed in paragraph (d)(2)(iv) of 
this section, where lead is present, until the employer performs an 
employee exposure assessment as required in paragraph (d) of this 
section and documents that the employee performing any of the listed 
tasks is not exposed to lead in excess of 2,500 [micro]g/m\3\ (50xPEL), 
the employer shall treat the employee as if the employee were exposed to 
lead in excess of 2,500 [micro]g/m\3\ and shall implement employee 
protective measures as prescribed in paragraph (d)(2)(v) of this 
section. Where the employer does establish that the employee is exposed 
to levels of lead below 2,500 [micro]g/m3, the employer may provide the 
exposed employee with the appropriate respirator prescribed for use at 
such lower exposures, in accordance with Table I of this section. 
Interim protection as described in this paragaraph is required where 
lead containing coatings or paint are present on structures when 
performing:
    (A) Abrasive blasting,
    (B) Welding,
    (C) Cutting, and
    (D) Torch burning.
    (v) Until the employer performs an employee exposure assessment as 
required under paragraph (d) of this section and determines actual 
employee exposure, the employer shall provide to employees performing 
the tasks described in paragraphs (d)(2)(i), (d)(2)(ii), (d)(2)(iii), 
and (d)(2)(iv) of this section with interim protection as follows:
    (A) Appropriate respiratory protection in accordance with paragraph 
(f) of this section.
    (B) Appropriate personal protective clothing and equipment in 
accordance with paragraph (g) of this section.
    (C) Change areas in accordance with paragraph (i)(2) of this 
section.
    (D) Hand washing facilities in accordance with paragraph (i)(5) of 
this section.
    (E) Biological monitoring in accordance with paragraph (j)(1)(i) of 
this section, to consist of blood sampling and analysis for lead and 
zinc protoporphyrin levels, and
    (F) Training as required under paragraph (l)(1)(i) of this section 
regarding 29 CFR 1926.59, Hazard Communication; training as required 
under paragraph (1)(2)(iii) of this section, regarding use of 
respirators; and training in accordance with 29 CFR 1926.21, Safety 
training and education.

[[Page 84]]

    (3) Basis of initial determination. (i) Except as provided under 
paragraphs (d)(3)(iii) and (d)(3)(iv) of this section the employer shall 
monitor employee exposures and shall base initial determinations on the 
employee exposure monitoring results and any of the following, relevant 
considerations:
    (A) Any information, observations, or calculations which would 
indicate employee exposure to lead;
    (B) Any previous measurements of airborne lead; and
    (C) Any employee complaints of symptoms which may be attributable to 
exposure to lead.
    (ii) Monitoring for the initial determination where performed may be 
limited to a representative sample of the exposed employees who the 
employer reasonably believes are exposed to the greatest airborne 
concentrations of lead in the workplace.
    (iii) Where the employer has previously monitored for lead 
exposures, and the data were obtained within the past 12 months during 
work operations conducted under workplace conditions closely resembling 
the processes, type of material, control methods, work practices, and 
environmental conditions used and prevailing in the employer's current 
operations, the employer may rely on such earlier monitoring results to 
satisfy the requirements of paragraphs (d)(3)(i) and (d)(6) of this 
section if the sampling and analytical methods meet the accuracy and 
confidence levels of paragraph (d)(10) of this section.
    (iv) Where the employer has objective data, demonstrating that a 
particular product or material containing lead or a specific process, 
operation or activity involving lead cannot result in employee exposure 
to lead at or above the action level during processing, use, or 
handling, the employer may rely upon such data instead of implementing 
initial monitoring.
    (A) The employer shall establish and maintain an accurate record 
documenting the nature and relevancy of objective data as specified in 
paragraph (n)(4) of this section, where used in assessing employee 
exposure in lieu of exposure monitoring.
    (B) Objective data, as described in paragraph (d)(3)(iv) of this 
section, is not permitted to be used for exposure assessment in 
connection with paragraph (d)(2) of this section.
    (4) Positive initial determination and initial monitoring. (i) Where 
a determination conducted under paragraphs (d) (1), (2) and (3) of this 
section shows the possibility of any employee exposure at or above the 
action level the employer shall conduct monitoring which is 
representative of the exposure for each employee in the workplace who is 
exposed to lead.
    (ii) Where the employer has previously monitored for lead exposure, 
and the data were obtained within the past 12 months during work 
operations conducted under workplace conditions closely resembling the 
processes, type of material, control methods, work practices, and 
environmental conditions used and prevailing in the employer's current 
operations, the employer may rely on such earlier monitoring results to 
satisfy the requirements of paragraph (d)(4)(i) of this section if the 
sampling and analytical methods meet the accuracy and confidence levels 
of paragraph (d)(10) of this section.
    (5) Negative initial determination. Where a determination, conducted 
under paragraphs (d) (1), (2), and (3) of this section is made that no 
employee is exposed to airborne concentrations of lead at or above the 
action level the employer shall make a written record of such 
determination. The record shall include at least the information 
specified in paragraph (d)(3)(i) of this section and shall also include 
the date of determination, location within the worksite, and the name 
and social security number of each employee monitored.
    (6) Frequency. (i) If the initial determination reveals employee 
exposure to be below the action level further exposure determination 
need not be repeated except as otherwise provided in paragraph (d)(7) of 
this section.
    (ii) If the initial determination or subsequent determination 
reveals employee exposure to be at or above the action level but at or 
below the PEL the employer shall perform monitoring in accordance with 
this paragraph at least every 6 months. The employer

[[Page 85]]

shall continue monitoring at the required frequency until at least two 
consecutive measurements, taken at least 7 days apart, are below the 
action level at which time the employer may discontinue monitoring for 
that employee except as otherwise provided in paragraph (d)(7) of this 
section.
    (iii) If the initial determination reveals that employee exposure is 
above the PEL the employer shall perform monitoring quarterly. The 
employer shall continue monitoring at the required frequency until at 
least two consecutive measurements, taken at least 7 days apart, are at 
or below the PEL but at or above the action level at which time the 
employer shall repeat monitoring for that employee at the frequency 
specified in paragraph (d)(6)(ii) of this section, except as otherwise 
provided in paragraph (d)(7) of this section. The employer shall 
continue monitoring at the required frequency until at least two 
consecutive measurements, taken at least 7 days apart, are below the 
action level at which time the employer may discontinue monitoring for 
that employee except as otherwise provided in paragraph (d)(7) of this 
section.
    (7) Additional exposure assessments. Whenever there has been a 
change of equipment, process, control, personnel or a new task has been 
initiated that may result in additional employees being exposed to lead 
at or above the action level or may result in employees already exposed 
at or above the action level being exposed above the PEL, the employer 
shall conduct additional monitoring in accordance with this paragraph.
    (8) Employee notification. (i) The employer must, as soon as 
possible but no later than 5 working days after the receipt of the 
results of any monitoring performed under this section, notify each 
affected employee of these results either individually in writing or by 
posting the results in an appropriate location that is accessible to 
employees.
    (ii) Whenever the results indicate that the representative employee 
exposure, without regard to respirators, is at or above the PEL the 
employer shall include in the written notice a statement that the 
employees exposure was at or above that level and a description of the 
corrective action taken or to be taken to reduce exposure to below that 
level.
    (9) Accuracy of measurement. The employer shall use a method of 
monitoring and analysis which has an accuracy (to a confidence level of 
95%) of not less than plus or minus 25 percent for airborne 
concentrations of lead equal to or greater than 30 [micro]g/m\3\.
    (e) Methods of compliance--(1) Engineering and work practice 
controls. The employer shall implement engineering and work practice 
controls, including administrative controls, to reduce and maintain 
employee exposure to lead to or below the permissible exposure limit to 
the extent that such controls are feasible. Wherever all feasible 
engineering and work practices controls that can be instituted are not 
sufficient to reduce employee exposure to or below the permissible 
exposure limit prescribed in paragraph (c) of this section, the employer 
shall nonetheless use them to reduce employee exposure to the lowest 
feasible level and shall supplement them by the use of respiratory 
protection that complies with the requirements of paragraph (f) of this 
section.
    (2) Compliance program. (i) Prior to commencement of the job each 
employer shall establish and implement a written compliance program to 
achieve compliance with paragraph (c) of this section.
    (ii) Written plans for these compliance programs shall include at 
least the following:
    (A) A description of each activity in which lead is emitted; e.g. 
equipment used, material involved, controls in place, crew size, 
employee job responsibilities, operating procedures and maintenance 
practices;
    (B) A description of the specific means that will be employed to 
achieve compliance and, where engineering controls are required 
engineering plans and studies used to determine methods selected for 
controlling exposure to lead;
    (C) A report of the technology considered in meeting the PEL;
    (D) Air monitoring data which documents the source of lead 
emissions;

[[Page 86]]

    (E) A detailed schedule for implementation of the program, including 
documentation such as copies of purchase orders for equipment, 
construction contracts, etc.;
    (F) A work practice program which includes items required under 
paragraphs (g), (h) and (i) of this section and incorporates other 
relevant work practices such as those specified in paragraph (e)(5) of 
this section;
    (G) An administrative control schedule required by paragraph (e)(4) 
of this section, if applicable;
    (H) A description of arrangements made among contractors on multi-
contractor sites with respect to informing affected employees of 
potential exposure to lead and with respect to responsibility for 
compliance with this section as set-forth in Sec. 1926.16.
    (I) Other relevant information.
    (iii) The compliance program shall provide for frequent and regular 
inspections of job sites, materials, and equipment to be made by a 
competent person.
    (iv) Written programs shall be submitted upon request to any 
affected employee or authorized employee representatives, to the 
Assistant Secretary and the Director, and shall be available at the 
worksite for examination and copying by the Assistant Secretary and the 
Director.
    (v) Written programs must be revised and updated at least annually 
to reflect the current status of the program.
    (3) Mechanical ventilation. When ventilation is used to control lead 
exposure, the employer shall evaluate the mechanical performance of the 
system in controlling exposure as necessary to maintain its 
effectiveness.
    (4) Administrative controls. If administrative controls are used as 
a means of reducing employees TWA exposure to lead, the employer shall 
establish and implement a job rotation schedule which includes:
    (i) Name or identification number of each affected employee;
    (ii) Duration and exposure levels at each job or work station where 
each affected employee is located; and
    (iii) Any other information which may be useful in assessing the 
reliability of administrative controls to reduce exposure to lead.
    (5) The employer shall ensure that, to the extent relevant, 
employees follow good work practices such as described in Appendix B of 
this section.
    (f) Respiratory protection--(1) General. For employees who use 
respirators required by this section, the employer must provide each 
employee an appropriate respirator that complies with the requirements 
of this paragraph. Respirators must be used during:
    (i) Periods when an employee's exposure to lead exceeds the PEL.
    (ii) Work operations for which engineering and work-practice 
controls are not sufficient to reduce employee exposures to or below the 
PEL.
    (iii) Periods when an employee requests a respirator.
    (iv) Periods when respirators are required to provide interim 
protection of employees while they perform the operations specified in 
paragraph (d)(2) of this section.
    (2) Respirator program. (i) The employer must implement a 
respiratory protection program in accordance with Sec. 1910.134(b) 
through (d) (except (d)(1)(iii)), and (f) through (m), which covers each 
employee required by this section to use a respirator.
    (ii) If an employee has breathing difficulty during fit testing or 
respirator use, the employer must provide the employee with a medical 
examination in accordance with paragraph (j)(3)(i)(B) of this section to 
determine whether or not the employee can use a respirator while 
performing the required duty.
    (3) Respirator selection. (i) Employers must:
    (A) Select, and provide to employees, the appropriate respirators 
specified in paragraph (d)(3)(i)(A) of 29 CFR 1910.134.
    (B) Provide employees with a full facepiece respirator instead of a 
half mask respirator for protection against lead aerosols that may cause 
eye or skin irritation at the use concentrations.
    (C) Provide HEPA filters for powered and non-powered air-purifying 
respirators.
    (ii) The employer must provide a powered air-purifying respirator 
when an employee chooses to use such a respirator and it will provide 
adequate protection to the employee.

[[Page 87]]

    (g) Protective work clothing and equipment--(1) Provision and use. 
Where an employee is exposed to lead above the PEL without regard to the 
use of respirators, where employees are exposed to lead compounds which 
may cause skin or eye irritation (e.g. lead arsenate, lead azide), and 
as interim protection for employees performing tasks as specified in 
paragraph (d)(2) of this section, the employer shall provide at no cost 
to the employee and assure that the employee uses appropriate protective 
work clothing and equipment that prevents contamination of the employee 
and the employee's garments such as, but not limited to:
    (i) Coveralls or similar full-body work clothing;
    (ii) Gloves, hats, and shoes or disposable shoe coverlets; and
    (iii) Face shields, vented goggles, or other appropriate protective 
equipment which complies with Sec. 1910.133 of this chapter.
    (2) Cleaning and replacement. (i) The employer shall provide the 
protective clothing required in paragraph (g)(1) of this section in a 
clean and dry condition at least weekly, and daily to employees whose 
exposure levels without regard to a respirator are over 200 [micro]g/
m\3\ of lead as an 8-hour TWA.
    (ii) The employer shall provide for the cleaning, laundering, and 
disposal of protective clothing and equipment required by paragraph 
(g)(1) of this section.
    (iii) The employer shall repair or replace required protective 
clothing and equipment as needed to maintain their effectiveness.
    (iv) The employer shall assure that all protective clothing is 
removed at the completion of a work shift only in change areas provided 
for that purpose as prescribed in paragraph (i)(2) of this section.
    (v) The employer shall assure that contaminated protective clothing 
which is to be cleaned, laundered, or disposed of, is placed in a closed 
container in the change area which prevents dispersion of lead outside 
the container.
    (vi) The employer shall inform in writing any person who cleans or 
launders protective clothing or equipment of the potentially harmful 
effects of exposure to lead.
    (vii) The employer shall assure that the containers of contaminated 
protective clothing and equipment required by paragraph (g)(2)(v) of 
this section are labeled as follows:

Caution: Clothing contaminated with lead. Do not remove dust by blowing 
or shaking. Dispose of lead contaminated wash water in accordance with 
applicable local, state, or federal regulations.

    (viii) The employer shall prohibit the removal of lead from 
protective clothing or equipment by blowing, shaking, or any other means 
which disperses lead into the air.
    (h) Housekeeping--(1) All surfaces shall be maintained as free as 
practicable of accumulations of lead.
    (2) Clean-up of floors and other surfaces where lead accumulates 
shall wherever possible, be cleaned by vacuuming or other methods that 
minimize the likelihood of lead becoming airborne.
    (3) Shoveling, dry or wet sweeping, and brushing may be used only 
where vacuuming or other equally effective methods have been tried and 
found not to be effective.
    (4) Where vacuuming methods are selected, the vacuums shall be 
equipped with HEPA filters and used and emptied in a manner which 
minimizes the reentry of lead into the workplace.
    (5) Compressed air shall not be used to remove lead from any surface 
unless the compressed air is used in conjunction with a ventilation 
system designed to capture the airborne dust created by the compressed 
air.
    (i) Hygiene facilities and practices. (1) The employer shall assure 
that in areas where employees are exposed to lead above the PEL without 
regard to the use of respirators, food or beverage is not present or 
consumed, tobacco products are not present or used, and cosmetics are 
not applied.
    (2) Change areas. (i) The employer shall provide clean change areas 
for employees whose airborne exposure to lead is above the PEL, and as 
interim protection for employees performing tasks as specified in 
paragraph (d)(2) of this section, without regard to the use of 
respirators.

[[Page 88]]

    (ii) The employer shall assure that change areas are equipped with 
separate storage facilities for protective work clothing and equipment 
and for street clothes which prevent cross-contamination.
    (iii) The employer shall assure that employees do not leave the 
workplace wearing any protective clothing or equipment that is required 
to be worn during the work shift.
    (3) Showers. (i) The employer shall provide shower facilities, where 
feasible, for use by employees whose airborne exposure to lead is above 
the PEL.
    (ii) The employer shall assure, where shower facilities are 
available, that employees shower at the end of the work shift and shall 
provide an adequate supply of cleansing agents and towels for use by 
affected employees.
    (4) Eating facilities. (i) The employer shall provide lunchroom 
facilities or eating areas for employees whose airborne exposure to lead 
is above the PEL, without regard to the use of respirators.
    (ii) The employer shall assure that lunchroom facilities or eating 
areas are as free as practicable from lead contamination and are readily 
accessible to employees.
    (iii) The employer shall assure that employees whose airborne 
exposure to lead is above the PEL, without regard to the use of a 
respirator, wash their hands and face prior to eating, drinking, smoking 
or applying cosmetics.
    (iv) The employer shall assure that employees do not enter lunchroom 
facilities or eating areas with protective work clothing or equipment 
unless surface lead dust has been removed by vacuuming, downdraft booth, 
or other cleaning method that limits dispersion of lead dust.
    (5) Hand washing facilities. (i) The employer shall provide adequate 
handwashing facilities for use by employees exposed to lead in 
accordance with 29 CFR 1926.51(f).
    (ii) Where showers are not provided the employer shall assure that 
employees wash their hands and face at the end of the work-shift.
    (j) Medical surveillance--(1) General. (i) The employer shall make 
available initial medical surveillance to employees occupationally 
exposed on any day to lead at or above the action level. Initial medical 
surveillance consists of biological monitoring in the form of blood 
sampling and analysis for lead and zinc protoporphyrin levels.
    (ii) The employer shall institute a medical surveillance program in 
accordance with paragraphs (j)(2) and (j)(3) of this section for all 
employees who are or may be exposed by the employer at or above the 
action level for more than 30 days in any consecutive 12 months;
    (iii) The employer shall assure that all medical examinations and 
procedures are performed by or under the supervision of a licensed 
physician.
    (iv) The employer shall make available the required medical 
surveillance including multiple physician review under paragraph 
(j)(3)(iii) without cost to employees and at a reasonable time and 
place.
    (2) Biological monitoring--(i) Blood lead and ZPP level sampling and 
analysis. The employer shall make available biological monitoring in the 
form of blood sampling and analysis for lead and zinc protoporphyrin 
levels to each employee covered under paragraphs (j)(1)(i) and (ii) of 
this section on the following schedule:
    (A) For each employee covered under paragraph (j)(1)(ii) of this 
section, at least every 2 months for the first 6 months and every 6 
months thereafter;
    (B) For each employee covered under paragraphs (j)(1) (i) or (ii) of 
this section whose last blood sampling and analysis indicated a blood 
lead level at or above 40 [micro]g/dl, at least every two months. This 
frequency shall continue until two consecutive blood samples and 
analyses indicate a blood lead level below 40 [micro]g/dl; and
    (C) For each employee who is removed from exposure to lead due to an 
elevated blood lead level at least monthly during the removal period.
    (ii) Follow-up blood sampling tests. Whenever the results of a blood 
lead level test indicate that an employee's blood lead level exceeds the 
numerical criterion for medical removal under paragraph (k)(1)(i) of 
this section, the employer shall provide a second (follow-up) blood 
sampling test within two

[[Page 89]]

weeks after the employer receives the results of the first blood 
sampling test.
    (iii) Accuracy of blood lead level sampling and analysis. Blood lead 
level sampling and analysis provided pursuant to this section shall have 
an accuracy (to a confidence level of 95 percent) within plus or minus 
15 percent or 6 [micro]g/dl, whichever is greater, and shall be 
conducted by a laboratory approved by OSHA.
    (iv) Employee notification. (A) Within five working days after the 
receipt of biological monitoring results, the employer shall notify each 
employee in writing of his or her blood lead level; and
    (B) The employer shall notify each employee whose blood lead level 
exceeds 40 [micro]g/dl that the standard requires temporary medical 
removal with Medical Removal Protection benefits when an employee's 
blood lead level exceeds the numerical criterion for medical removal 
under paragraph (k)(1)(i) of this section.
    (3) Medical examinations and consultations--(i) Frequency. The 
employer shall make available medical examinations and consultations to 
each employee covered under paragraph (j)(1)(ii) of this section on the 
following schedule:
    (A) At least annually for each employee for whom a blood sampling 
test conducted at any time during the preceding 12 months indicated a 
blood lead level at or above 40 [micro]g/dl;
    (B) As soon as possible, upon notification by an employee either 
that the employee has developed signs or symptoms commonly associated 
with lead intoxication, that the employee desires medical advice 
concerning the effects of current or past exposure to lead on the 
employee's ability to procreate a healthy child, that the employee is 
pregnant, or that the employee has demonstrated difficulty in breathing 
during a respirator fitting test or during use; and
    (C) As medically appropriate for each employee either removed from 
exposure to lead due to a risk of sustaining material impairment to 
health, or otherwise limited pursuant to a final medical determination.
    (ii) Content. The content of medical examinations made available 
pursuant to paragraph (j)(3)(i)(B)-(C) of this section shall be 
determined by an examining physician and, if requested by an employee, 
shall include pregnancy testing or laboratory evaluation of male 
fertility. Medical examinations made available pursuant to paragraph 
(j)(3)(i)(A) of this section shall include the following elements:
    (A) A detailed work history and a medical history, with particular 
attention to past lead exposure (occupational and non-occupational), 
personal habits (smoking, hygiene), and past gastrointestinal, 
hematologic, renal, cardiovascular, reproductive and neurological 
problems;
    (B) A thorough physical examination, with particular attention to 
teeth, gums, hematologic, gastrointestinal, renal, cardiovascular, and 
neurological systems. Pulmonary status should be evaluated if 
respiratory protection will be used;
    (C) A blood pressure measurement;
    (D) A blood sample and analysis which determines:
    (1) Blood lead level;
    (2) Hemoglobin and hematocrit determinations, red cell indices, and 
examination of peripheral smear morphology;
    (3) Zinc protoporphyrin;
    (4) Blood urea nitrogen; and,
    (5) Serum creatinine;
    (E) A routine urinalysis with microscopic examination; and
    (F) Any laboratory or other test relevant to lead exposure which the 
examining physician deems necessary by sound medical practice.
    (iii) Multiple physician review mechanism. (A) If the employer 
selects the initial physician who conducts any medical examination or 
consultation provided to an employee under this section, the employee 
may designate a second physician:
    (1) To review any findings, determinations or recommendations of the 
initial physician; and
    (2) To conduct such examinations, consultations, and laboratory 
tests as the second physician deems necessary to facilitate this review.
    (B) The employer shall promptly notify an employee of the right to 
seek a

[[Page 90]]

second medical opinion after each occasion that an initial physician 
conducts a medical examination or consultation pursuant to this section. 
The employer may condition its participation in, and payment for, the 
multiple physician review mechanism upon the employee doing the 
following within fifteen (15) days after receipt of the foregoing 
notification, or receipt of the initial physician's written opinion, 
whichever is later:
    (1) The employee informing the employer that he or she intends to 
seek a second medical opinion, and
    (2) The employee initiating steps to make an appointment with a 
second physician.
    (C) If the findings, determinations or recommendations of the second 
physician differ from those of the initial physician, then the employer 
and the employee shall assure that efforts are made for the two 
physicians to resolve any disagreement.
    (D) If the two physicians have been unable to quickly resolve their 
disagreement, then the employer and the employee through their 
respective physicians shall designate a third physician:
    (1) To review any findings, determinations or recommendations of the 
prior physicians; and
    (2) To conduct such examinations, consultations, laboratory tests 
and discussions with the prior physicians as the third physician deems 
necessary to resolve the disagreement of the prior physicians.
    (E) The employer shall act consistent with the findings, 
determinations and recommendations of the third physician, unless the 
employer and the employee reach an agreement which is otherwise 
consistent with the recommendations of at least one of the three 
physicians.
    (iv) Information provided to examining and consulting physicians. 
(A) The employer shall provide an initial physician conducting a medical 
examination or consultation under this section with the following 
information:
    (1) A copy of this regulation for lead including all Appendices;
    (2) A description of the affected employee's duties as they relate 
to the employee's exposure;
    (3) The employee's exposure level or anticipated exposure level to 
lead and to any other toxic substance (if applicable);
    (4) A description of any personal protective equipment used or to be 
used;
    (5) Prior blood lead determinations; and
    (6) All prior written medical opinions concerning the employee in 
the employer's possession or control.
    (B) The employer shall provide the foregoing information to a second 
or third physician conducting a medical examination or consultation 
under this section upon request either by the second or third physician, 
or by the employee.
    (v) Written medical opinions. (A) The employer shall obtain and 
furnish the employee with a copy of a written medical opinion from each 
examining or consulting physician which contains only the following 
information:
    (1) The physician's opinion as to whether the employee has any 
detected medical condition which would place the employee at increased 
risk of material impairment of the employee's health from exposure to 
lead;
    (2) Any recommended special protective measures to be provided to 
the employee, or limitations to be placed upon the employee's exposure 
to lead;
    (3) Any recommended limitation upon the employee's use of 
respirators, including a determination of whether the employee can wear 
a powered air purifying respirator if a physician determines that the 
employee cannot wear a negative pressure respirator; and
    (4) The results of the blood lead determinations.
    (B) The employer shall instruct each examining and consulting 
physician to:
    (1) Not reveal either in the written opinion or orally, or in any 
other means of communication with the employer, findings, including 
laboratory results, or diagnoses unrelated to an employee's occupational 
exposure to lead; and
    (2) Advise the employee of any medical condition, occupational or 
nonoccupational, which dictates further medical examination or 
treatment.

[[Page 91]]

    (vi) Alternate physician determination mechanisms. The employer and 
an employee or authorized employee representative may agree upon the use 
of any alternate physician determination mechanism in lieu of the 
multiple physician review mechanism provided by paragraph (j)(3)(iii) of 
this section so long as the alternate mechanism is as expeditious and 
protective as the requirements contained in this paragraph.
    (4) Chelation. (i) The employer shall assure that any person whom he 
retains, employs, supervises or controls does not engage in prophylactic 
chelation of any employee at any time.
    (ii) If therapeutic or diagnostic chelation is to be performed by 
any person in paragraph (j)(4)(i) of this section, the employer shall 
assure that it be done under the supervision of a licensed physician in 
a clinical setting with thorough and appropriate medical monitoring and 
that the employee is notified in writing prior to its occurrence.
    (k) Medical removal protection--(1) Temporary medical removal and 
return of an employee--(i) Temporary removal due to elevated blood lead 
level. The employer shall remove an employee from work having an 
exposure to lead at or above the action level on each occasion that a 
periodic and a follow-up blood sampling test conducted pursuant to this 
section indicate that the employee's blood lead level is at or above 50 
[micro]g/dl; and,
    (ii) Temporary removal due to a final medical determination. (A) The 
employer shall remove an employee from work having an exposure to lead 
at or above the action level on each occasion that a final medical 
determination results in a medical finding, determination, or opinion 
that the employee has a detected medical condition which places the 
employee at increased risk of material impairment to health from 
exposure to lead.
    (B) For the purposes of this section, the phrase final medical 
determination means the written medical opinion on the employees' health 
status by the examining physician or, where relevant, the outcome of the 
multiple physician review mechanism or alternate medical determination 
mechanism used pursuant to the medical surveillance provisions of this 
section.
    (C) Where a final medical determination results in any recommended 
special protective measures for an employee, or limitations on an 
employee's exposure to lead, the employer shall implement and act 
consistent with the recommendation.
    (iii) Return of the employee to former job status. (A) The employer 
shall return an employee to his or her former job status:
    (1) For an employee removed due to a blood lead level at or above 50 
[micro]g/dl when two consecutive blood sampling tests indicate that the 
employee's blood lead level is at or below 40 [micro]g/dl;
    (2) For an employee removed due to a final medical determination, 
when a subsequent final medical determination results in a medical 
finding, determination, or opinion that the employee no longer has a 
detected medical condition which places the employee at increased risk 
of material impairment to health from exposure to lead.
    (B) For the purposes of this section, the requirement that an 
employer return an employee to his or her former job status is not 
intended to expand upon or restrict any rights an employee has or would 
have had, absent temporary medical removal, to a specific job 
classification or position under the terms of a collective bargaining 
agreement.
    (iv) Removal of other employee special protective measure or 
limitations. The employer shall remove any limitations placed on an 
employee or end any special protective measures provided to an employee 
pursuant to a final medical determination when a subsequent final 
medical determination indicates that the limitations or special 
protective measures are no longer necessary.
    (v) Employer options pending a final medical determination. Where 
the multiple physician review mechanism, or alternate medical 
determination mechanism used pursuant to the medical surveillance 
provisions of this section, has not yet resulted in a final medical 
determination with respect to an employee, the employer shall act as 
follows:
    (A) Removal. The employer may remove the employee from exposure to

[[Page 92]]

lead, provide special protective measures to the employee, or place 
limitations upon the employee, consistent with the medical findings, 
determinations, or recommendations of any of the physicians who have 
reviewed the employee's health status.
    (B) Return. The employer may return the employee to his or her 
former job status, end any special protective measures provided to the 
employee, and remove any limitations placed upon the employee, 
consistent with the medical findings, determinations, or recommendations 
of any of the physicians who have reviewed the employee's health status, 
with two exceptions.
    (1) If the initial removal, special protection, or limitation of the 
employee resulted from a final medical determination which differed from 
the findings, determinations, or recommendations of the initial 
physician or;
    (2) If the employee has been on removal status for the preceding 
eighteen months due to an elevated blood lead level, then the employer 
shall await a final medical determination.
    (2) Medical removal protection benefits--(i) Provision of medical 
removal protection benefits. The employer shall provide an employee up 
to eighteen (18) months of medical removal protection benefits on each 
occasion that an employee is removed from exposure to lead or otherwise 
limited pursuant to this section.
    (ii) Definition of medical removal protection benefits. For the 
purposes of this section, the requirement that an employer provide 
medical removal protection benefits means that, as long as the job the 
employee was removed from continues, the employer shall maintain the 
total normal earnings, seniority and other employment rights and 
benefits of an employee, including the employee's right to his or her 
former job status as though the employee had not been medically removed 
from the employee's job or otherwise medically limited.
    (iii) Follow-up medical surveillance during the period of employee 
removal or limitation. During the period of time that an employee is 
medically removed from his or her job or otherwise medically limited, 
the employer may condition the provision of medical removal protection 
benefits upon the employee's participation in follow-up medical 
surveillance made available pursuant to this section.
    (iv) Workers' compensation claims. If a removed employee files a 
claim for workers' compensation payments for a lead-related disability, 
then the employer shall continue to provide medical removal protection 
benefits pending disposition of the claim. To the extent that an award 
is made to the employee for earnings lost during the period of removal, 
the employer's medical removal protection obligation shall be reduced by 
such amount. The employer shall receive no credit for workers' 
compensation payments received by the employee for treatment- related 
expenses.
    (v) Other credits. The employer's obligation to provide medical 
removal protection benefits to a removed employee shall be reduced to 
the extent that the employee receives compensation for earnings lost 
during the period of removal either from a publicly or employer-funded 
compensation program, or receives income from employment with another 
employer made possible by virtue of the employee's removal.
    (vi) Voluntary removal or restriction of an employee. Where an 
employer, although not required by this section to do so, removes an 
employee from exposure to lead or otherwise places limitations on an 
employee due to the effects of lead exposure on the employee's medical 
condition, the employer shall provide medical removal protection 
benefits to the employee equal to that required by paragraph (k)(2) (i) 
and (ii) of this section.
    (l) Employee information and training--(1) General. (i) The employer 
shall communicate information concerning lead hazards according to the 
requirements of OSHA's Hazard Communication Standard for the 
construction industry, 29 CFR 1926.59, including but not limited to the 
requirements concerning warning signs and labels, material safety data 
sheets (MSDS), and employee information and training. In addition, 
employers shall comply with the following requirements:
    (ii) The employer shall train each employee who is subject to 
exposure to lead at or above the action level on any

[[Page 93]]

day, or who is subject to exposure to lead compounds which may cause 
skin or eye irritation (e.g., lead arsenate, lead azide), in accordance 
with the requirements of this section. The employer shall institute a 
training program and ensure employee participation in the program.
    (iii) The employer shall provide the training program as initial 
training prior to the time of job assignment or prior to the start up 
date for this requirement, whichever comes last.
    (iv) The employer shall also provide the training program at least 
annually for each employee who is subject to lead exposure at or above 
the action level on any day.
    (2) Training program. The employer shall assure that each employee 
is trained in the following:
    (i) The content of this standard and its appendices;
    (ii) The specific nature of the operations which could result in 
exposure to lead above the action level;
    (iii) The purpose, proper selection, fitting, use, and limitations 
of respirators;
    (iv) The purpose and a description of the medical surveillance 
program, and the medical removal protection program including 
information concerning the adverse health effects associated with 
excessive exposure to lead (with particular attention to the adverse 
reproductive effects on both males and females and hazards to the fetus 
and additional precautions for employees who are pregnant);
    (v) The engineering controls and work practices associated with the 
employee's job assignment including training of employees to follow 
relevant good work practices described in Appendix B of this section;
    (vi) The contents of any compliance plan in effect;
    (vii) Instructions to employees that chelating agents should not 
routinely be used to remove lead from their bodies and should not be 
used at all except under the direction of a licensed physician; and
    (viii) The employee's right of access to records under 29 CFR 
1910.20.
    (3) Access to information and training materials. (i) The employer 
shall make readily available to all affected employees a copy of this 
standard and its appendices.
    (ii) The employer shall provide, upon request, all materials 
relating to the employee information and training program to affected 
employees and their designated representatives, and to the Assistant 
Secretary and the Director.
    (m) Signs--(1) General. (i) The employer may use signs required by 
other statutes, regulations or ordinances in addition to, or in 
combination with, signs required by this paragraph.
    (ii) The employer shall assure that no statement appears on or near 
any sign required by this paragraph which contradicts or detracts from 
the meaning of the required sign.
    (2) Signs. (i) The employer shall post the following warning signs 
in each work area where an employees exposure to lead is above the PEL.

WARNING
LEAD WORK AREA
POISON
NO SMOKING OR EATING

    (ii) The employer shall assure that signs required by this paragraph 
are illuminated and cleaned as necessary so that the legend is readily 
visible.
    (n) Recordkeeping--(1) Exposure assessment. (i) The employer shall 
establish and maintain an accurate record of all monitoring and other 
data used in conducting employee exposure assessments as required in 
paragraph (d) of this section.
    (ii) Exposure monitoring records shall include:
    (A) The date(s), number, duration, location and results of each of 
the samples taken if any, including a description of the sampling 
procedure used to determine representative employee exposure where 
applicable;
    (B) A description of the sampling and analytical methods used and 
evidence of their accuracy;
    (C) The type of respiratory protective devices worn, if any;
    (D) Name, social security number, and job classification of the 
employee monitored and of all other employees whose exposure the 
measurement is intended to represent; and
    (E) The environmental variables that could affect the measurement of 
employee exposure.

[[Page 94]]

    (iii) The employer shall maintain monitoring and other exposure 
assessment records in accordance with the provisions of 29 CFR 1910.33.
    (2) Medical surveillance. (i) The employer shall establish and 
maintain an accurate record for each employee subject to medical 
surveillance as required by paragraph (j) of this section.
    (ii) This record shall include:
    (A) The name, social security number, and description of the duties 
of the employee;
    (B) A copy of the physician's written opinions;
    (C) Results of any airborne exposure monitoring done on or for that 
employee and provided to the physician; and
    (D) Any employee medical complaints related to exposure to lead.
    (iii) The employer shall keep, or assure that the examining 
physician keeps, the following medical records:
    (A) A copy of the medical examination results including medical and 
work history required under paragraph (j) of this section;
    (B) A description of the laboratory procedures and a copy of any 
standards or guidelines used to interpret the test results or references 
to that information;
    (C) A copy of the results of biological monitoring.
    (iv) The employer shall maintain or assure that the physician 
maintains medical records in accordance with the provisions of 29 CFR 
1910.33.
    (3) Medical removals. (i) The employer shall establish and maintain 
an accurate record for each employee removed from current exposure to 
lead pursuant to paragraph (k) of this section.
    (ii) Each record shall include:
    (A) The name and social security number of the employee;
    (B) The date of each occasion that the employee was removed from 
current exposure to lead as well as the corresponding date on which the 
employee was returned to his or her former job status;
    (C) A brief explanation of how each removal was or is being 
accomplished; and
    (D) A statement with respect to each removal indicating whether or 
not the reason for the removal was an elevated blood lead level.
    (iii) The employer shall maintain each medical removal record for at 
least the duration of an employee's employment.
    (4) Objective data for exemption from requirement for initial 
monitoring. (i) For purposes of this section, objective data are 
information demonstrating that a particular product or material 
containing lead or a specific process, operation, or activity involving 
lead cannot release dust or fumes in concentrations at or above the 
action level under any expected conditions of use. Objective data can be 
obtained from an industry-wide study or from laboratory product test 
results from manufacturers of lead containing products or materials. The 
data the employer uses from an industry-wide survey must be obtained 
under workplace conditions closely resembling the processes, types of 
material, control methods, work practices and environmental conditions 
in the employer's current operations.
    (ii) The employer shall maintain the record of the objective data 
relied upon for at least 30 years.
    (5) Availability. The employer shall make available upon request all 
records required to be maintained by paragraph (n) of this section to 
affected employees, former employees, and their designated 
representatives, and to the Assistant Secretary and the Director for 
examination and copying.
    (6) Transfer of records. (i) Whenever the employer ceases to do 
business, the successor employer shall receive and retain all records 
required to be maintained by paragraph (n) of this section.
    (ii) Whenever the employer ceases to do business and there is no 
successor employer to receive and retain the records required to be 
maintained by this section for the prescribed period, these records 
shall be transmitted to the Director.
    (iii) At the expiration of the retention period for the records 
required to be maintained by this section, the employer shall notify the 
Director at least 3 months prior to the disposal of such records and 
shall transmit those records to the Director if requested within the 
period.

[[Page 95]]

    (iv) The employer shall also comply with any additional requirements 
involving transfer of records set forth in 29 CFR 1910.33(h).
    (o) Observation of monitoring--(1) Employee observation. The 
employer shall provide affected employees or their designated 
representatives an opportunity to observe any monitoring of employee 
exposure to lead conducted pursuant to paragraph (d) of this section.
    (2) Observation procedures. (i) Whenever observation of the 
monitoring of employee exposure to lead requires entry into an area 
where the use of respirators, protective clothing or equipment is 
required, the employer shall provide the observer with and assure the 
use of such respirators, clothing and equipment, and shall require the 
observer to comply with all other applicable safety and health 
procedures.
    (ii) Without interfering with the monitoring, observers shall be 
entitled to:
    (A) Receive an explanation of the measurement procedures;
    (B) Observe all steps related to the monitoring of lead performed at 
the place of exposure; and
    (C) Record the results obtained or receive copies of the results 
when returned by the laboratory.
    (p) Appendices. The information contained in the appendices to this 
section is not intended by itself, to create any additional obligations 
not otherwise imposed by this standard nor detract from any existing 
obligation.

   Appendix A to Sec. 1926.62--Substance Data Sheet for Occupational 
                            Exposure to Lead

                       I. Substance Identification

    A. Substance: Pure lead (Pb) is a heavy metal at room temperature 
and pressure and is a basic chemical element. It can combine with 
various other substances to form numerous lead compounds.
    B. Compounds covered by the standard: The word lead when used in 
this interim final standard means elemental lead, all inorganic lead 
compounds and a class of organic lead compounds called lead soaps. This 
standard does not apply to other organic lead compounds.
    C. Uses: Exposure to lead occurs in several different occupations in 
the construction industry, including demolition or salvage of structures 
where lead or lead-containing materials are present; removal or 
encapsulation of lead-containing materials, new construction, 
alteration, repair, or renovation of structures that contain lead or 
materials containing lead; installation of products containing lead. In 
addition, there are construction related activities where exposure to 
lead may occur, including transportation, disposal, storage, or 
containment of lead or materials containing lead on construction sites, 
and maintenance operations associated with construction activities.
    D. Permissible exposure: The permissible exposure limit (PEL) set by 
the standard is 50 micrograms of lead per cubic meter of air (50 
[micro]g/m\3\), averaged over an 8-hour workday.
    E. Action level: The interim final standard establishes an action 
level of 30 micrograms of lead per cubic meter of air (30 [micro]g/
m\3\), averaged over an 8-hour workday. The action level triggers 
several ancillary provisions of the standard such as exposure 
monitoring, medical surveillance, and training.

                         II. Health Hazard Data

    A. Ways in which lead enters your body. When absorbed into your body 
in certain doses, lead is a toxic substance. The object of the lead 
standard is to prevent absorption of harmful quantities of lead. The 
standard is intended to protect you not only from the immediate toxic 
effects of lead, but also from the serious toxic effects that may not 
become apparent until years of exposure have passed. Lead can be 
absorbed into your body by inhalation (breathing) and ingestion 
(eating). Lead (except for certain organic lead compounds not covered by 
the standard, such as tetraethyl lead) is not absorbed through your 
skin. When lead is scattered in the air as a dust, fume respiratory 
tract. Inhalation of airborne lead is generally the most important 
source of occupational lead absorption. You can also absorb lead through 
your digestive system if lead gets into your

[[Page 96]]

mouth and is swallowed. If you handle food, cigarettes, chewing tobacco, 
or make-up which have lead on them or handle them with hands 
contaminated with lead, this will contribute to ingestion. A significant 
portion of the lead that you inhale or ingest gets into your blood 
stream. Once in your blood stream, lead is circulated throughout your 
body and stored in various organs and body tissues. Some of this lead is 
quickly filtered out of your body and excreted, but some remains in the 
blood and other tissues. As exposure to lead continues, the amount 
stored in your body will increase if you are absorbing more lead than 
your body is excreting. Even though you may not be aware of any 
immediate symptoms of disease, this lead stored in your tissues can be 
slowly causing irreversible damage, first to individual cells, then to 
your organs and whole body systems.
    B. Effects of overexposure to lead--(1) Short term (acute) 
overexposure. Lead is a potent, systemic poison that serves no known 
useful function once absorbed by your body. Taken in large enough doses, 
lead can kill you in a matter of days. A condition affecting the brain 
called acute encephalopathy may arise which develops quickly to 
seizures, coma, and death from cardiorespiratory arrest. A short term 
dose of lead can lead to acute encephalopathy. Short term occupational 
exposures of this magnitude are highly unusual, but not impossible. 
Similar forms of encephalopathy may, however, arise from extended, 
chronic exposure to lower doses of lead. There is no sharp dividing line 
between rapidly developing acute effects of lead, and chronic effects 
which take longer to acquire. Lead adversely affects numerous body 
systems, and causes forms of health impairment and disease which arise 
after periods of exposure as short as days or as long as several years.
    (2) Long-term (chronic) overexposure. Chronic overexposure to lead 
may result in severe damage to your blood-forming, nervous, urinary and 
reproductive systems. Some common symptoms of chronic overexposure 
include loss of appetite, metallic taste in the mouth, anxiety, 
constipation, nausea, pallor, excessive tiredness, weakness, insomnia, 
headache, nervous irritability, muscle and joint pain or soreness, fine 
tremors, numbness, dizziness, hyperactivity and colic. In lead colic 
there may be severe abdominal pain. Damage to the central nervous system 
in general and the brain (encephalopathy) in particular is one of the 
most severe forms of lead poisoning. The most severe, often fatal, form 
of encephalopathy may be preceded by vomiting, a feeling of dullness 
progressing to drowsiness and stupor, poor memory, restlessness, 
irritability, tremor, and convulsions. It may arise suddenly with the 
onset of seizures, followed by coma, and death. There is a tendency for 
muscular weakness to develop at the same time. This weakness may 
progress to paralysis often observed as a characteristic ``wrist drop'' 
or ``foot drop'' and is a manifestation of a disease to the nervous 
system called peripheral neuropathy. Chronic overexposure to lead also 
results in kidney disease with few, if any, symptoms appearing until 
extensive and most likely permanent kidney damage has occurred. Routine 
laboratory tests reveal the presence of this kidney disease only after 
about two-thirds of kidney function is lost. When overt symptoms of 
urinary dysfunction arise, it is often too late to correct or prevent 
worsening conditions, and progression to kidney dialysis or death is 
possible. Chronic overexposure to lead impairs the reproductive systems 
of both men and women. Overexposure to lead may result in decreased sex 
drive, impotence and sterility in men. Lead can alter the structure of 
sperm cells raising the risk of birth defects. There is evidence of 
miscarriage and stillbirth in women whose husbands were exposed to lead 
or who were exposed to lead themselves. Lead exposure also may result in 
decreased fertility, and abnormal menstrual cycles in women. The course 
of pregnancy may be adversely affected by exposure to lead since lead 
crosses the placental barrier and poses risks to developing fetuses. 
Children born of parents either one of whom were exposed to excess lead 
levels are more likely to have birth defects, mental retardation, 
behavioral disorders or die during the first year of childhood. 
Overexposure to lead also disrupts the

[[Page 97]]

blood-forming system resulting in decreased hemoglobin (the substance in 
the blood that carries oxygen to the cells) and ultimately anemia. 
Anemia is characterized by weakness, pallor and fatigability as a result 
of decreased oxygen carrying capacity in the blood.
    (3) Health protection goals of the standard. Prevention of adverse 
health effects for most workers from exposure to lead throughout a 
working lifetime requires that a worker's blood lead level (BLL, also 
expressed as PbB) be maintained at or below forty micrograms per 
deciliter of whole blood (40 [micro]g/dl). The blood lead levels of 
workers (both male and female workers) who intend to have children 
should be maintained below 30 [micro]g/dl to minimize adverse 
reproductive health effects to the parents and to the developing fetus. 
The measurement of your blood lead level (BLL) is the most useful 
indicator of the amount of lead being absorbed by your body. Blood lead 
levels are most often reported in units of milligrams (mg) or micrograms 
([micro]g) of lead (1 mg=1000 [micro]g) per 100 grams (100g), 100 
milliliters (100 ml) or deciliter (dl) of blood. These three units are 
essentially the same. Sometime BLLs are expressed in the form of mg% or 
[micro]g%. This is a shorthand notation for 100g, 100 ml, or dl. 
(References to BLL measurements in this standard are expressed in the 
form of [micro]g/dl.)
    BLL measurements show the amount of lead circulating in your blood 
stream, but do not give any information about the amount of lead stored 
in your various tissues. BLL measurements merely show current absorption 
of lead, not the effect that lead is having on your body or the effects 
that past lead exposure may have already caused. Past research into 
lead-related diseases, however, has focused heavily on associations 
between BLLs and various diseases. As a result, your BLL is an important 
indicator of the likelihood that you will gradually acquire a lead-
related health impairment or disease.
    Once your blood lead level climbs above 40 [micro]g/dl, your risk of 
disease increases. There is a wide variability of individual response to 
lead, thus it is difficult to say that a particular BLL in a given 
person will cause a particular effect. Studies have associated fatal 
encephalopathy with BLLs as low as 150 [micro]g/dl. Other studies have 
shown other forms of diseases in some workers with BLLs well below 80 
[micro]g/dl. Your BLL is a crucial indicator of the risks to your 
health, but one other factor is also extremely important. This factor is 
the length of time you have had elevated BLLs. The longer you have an 
elevated BLL, the greater the risk that large quantities of lead are 
being gradually stored in your organs and tissues (body burden). The 
greater your overall body burden, the greater the chances of substantial 
permanent damage. The best way to prevent all forms of lead-related 
impairments and diseases--both short term and long term--is to maintain 
your BLL below 40 [micro]g/dl. The provisions of the standard are 
designed with this end in mind.
    Your employer has prime responsibility to assure that the provisions 
of the standard are complied with both by the company and by individual 
workers. You, as a worker, however, also have a responsibility to assist 
your employer in complying with the standard. You can play a key role in 
protecting your own health by learning about the lead hazards and their 
control, learning what the standard requires, following the standard 
where it governs your own actions, and seeing that your employer 
complies with provisions governing his or her actions.
    (4) Reporting signs and symptoms of health problems. You should 
immediately notify your employer if you develop signs or symptoms 
associated with lead poisoning or if you desire medical advice 
concerning the effects of current or past exposure to lead or your 
ability to have a healthy child. You should also notify your employer if 
you have difficulty breathing during a respirator fit test or while 
wearing a respirator. In each of these cases, your employer must make 
available to you appropriate medical examinations or consultations. 
These must be provided at no cost to you and at a reasonable time and 
place. The standard contains a procedure whereby you can obtain a second 
opinion by a physician of your choice if your employer selected the 
initial physician.

[[Page 98]]

         Appendix B to Sec. 1926.62--Employee Standard Summary

    This appendix summarizes key provisions of the interim final 
standard for lead in construction that you as a worker should become 
familiar with.

           I. Permissible Exposure Limit (PEL)--Paragraph (C)

    The standard sets a permissible exposure limit (PEL) of 50 
micrograms of lead per cubic meter of air (50 [micro]g/m\3\), averaged 
over an 8-hour workday which is referred to as a time-weighted average 
(TWA). This is the highest level of lead in air to which you may be 
permissibly exposed over an 8-hour workday. However, since this is an 8-
hour average, short exposures above the PEL are permitted so long as for 
each 8-hour work day your average exposure does not exceed this level. 
This interim final standard, however, takes into account the fact that 
your daily exposure to lead can extend beyond a typical 8-hour workday 
as the result of overtime or other alterations in your work schedule. To 
deal with this situation, the standard contains a formula which reduces 
your permissible exposure when you are exposed more than 8 hours. For 
example, if you are exposed to lead for 10 hours a day, the maximum 
permitted average exposure would be 40 [micro]g/m\3\.

                 II. Exposure Assessment--Paragraph (D)

    If lead is present in your workplace in any quantity, your employer 
is required to make an initial determination of whether any employee's 
exposure to lead exceeds the action level (30 [micro]g/m\3\ averaged 
over an 8-hour day). Employee exposure is that exposure which would 
occur if the employee were not using a respirator. This initial 
determination requires your employer to monitor workers' exposures 
unless he or she has objective data which can demonstrate conclusively 
that no employee will be exposed to lead in excess of the action level. 
Where objective data is used in lieu of actual monitoring the employer 
must establish and maintain an accurate record, documenting its 
relevancy in assessing exposure levels for current job conditions. If 
such objective data is available, the employer need proceed no further 
on employee exposure assessment until such time that conditions have 
changed and the determination is no longer valid.
    Objective data may be compiled from various sources, e.g., insurance 
companies and trade associations and information from suppliers or 
exposure data collected from similar operations. Objective data may also 
comprise previously-collected sampling data including area monitoring. 
If it cannot be determined through using objective data that worker 
exposure is less than the action level, your employer must conduct 
monitoring or must rely on relevant previous personal sampling, if 
available. Where monitoring is required for the initial determination, 
it may be limited to a representative number of employees who are 
reasonably expected to have the highest exposure levels. If your 
employer has conducted appropriate air sampling for lead in the past 12 
months, he or she may use these results, provided they are applicable to 
the same employee tasks and exposure conditions and meet the 
requirements for accuracy as specified in the standard. As with 
objective data, if such results are relied upon for the initial 
determination, your employer must establish and maintain a record as to 
the relevancy of such data to current job conditions.
    If there have been any employee complaints of symptoms which may be 
attributable to exposure to lead or if there is any other information or 
observations which would indicate employee exposure to lead, this must 
also be considered as part of the initial determination.
    If this initial determination shows that a reasonable possibility 
exists that any employee may be exposed, without regard to respirators, 
over the action level, your employer must set up an air monitoring 
program to determine the exposure level representative of each employee 
exposed to lead at your workplace. In carrying out this air monitoring 
program, your employer is not required to monitor the exposure of every 
employee, but he or she must monitor a representative number of

[[Page 99]]

employees and job types. Enough sampling must be done to enable each 
employee's exposure level to be reasonably represent full shift 
exposure. In addition, these air samples must be taken under conditions 
which represent each employee's regular, daily exposure to lead. 
Sampling performed in the past 12 months may be used to determine 
exposures above the action level if such sampling was conducted during 
work activities essentially similar to present work conditions.
    The standard lists certain tasks which may likely result in 
exposures to lead in excess of the PEL and, in some cases, exposures in 
excess of 50 times the PEL. If you are performing any of these tasks, 
your employer must provide you with appropriate respiratory protection, 
protective clothing and equipment, change areas, hand washing 
facilities, biological monitoring, and training until such time that an 
exposure assessment is conducted which demonstrates that your exposure 
level is below the PEL.
    If you are exposed to lead and air sampling is performed, your 
employer is required to notify you in writing within 5 working days of 
the air monitoring results which represent your exposure. If the results 
indicate that your exposure exceeds the PEL (without regard to your use 
of a respirator), then your employer must also notify you of this in 
writing, and provide you with a description of the corrective action 
that has been taken or will be taken to reduce your exposure.
    Your exposure must be rechecked by monitoring, at least every six 
months if your exposure is at or over the action level but below the 
PEL. Your employer may discontinue monitoring for you if 2 consecutive 
measurements, taken at least 7 days apart, are at or below the action 
level. Air monitoring must be repeated every 3 months if you are exposed 
over the PEL. Your employer must continue monitoring for you at this 
frequency until 2 consecutive measurements, taken at least 7 days apart, 
are below the PEL but above the action level, at which time your 
employer must repeat monitoring of your exposure every six months and 
may discontinue monitoring only after your exposure drops to or below 
the action level. However, whenever there is a change of equipment, 
process, control, or personnel or a new type of job is added at your 
workplace which may result in new or additional exposure to lead, your 
employer must perform additional monitoring.

                III. Methods of Compliance--Paragraph (E)

    Your employer is required to assure that no employee is exposed to 
lead in excess of the PEL as an 8-hour TWA. The interim final standard 
for lead in construction requires employers to institute engineering and 
work practice controls including administrative controls to the extent 
feasible to reduce employee exposure to lead. Where such controls are 
feasible but not adequate to reduce exposures below the PEL they must be 
used nonetheless to reduce exposures to the lowest level that can be 
accomplished by these means and then supplemented with appropriate 
respiratory protection.
    Your employer is required to develop and implement a written 
compliance program prior to the commencement of any job where employee 
exposures may reach the PEL as an 8-hour TWA. The interim final standard 
identifies the various elements that must be included in the plan. For 
example, employers are required to include a description of operations 
in which lead is emitted, detailing other relevant information about the 
operation such as the type of equipment used, the type of material 
involved, employee job responsibilities, operating procedures and 
maintenance practices. In addition, your employer's compliance plan must 
specify the means that will be used to achieve compliance and, where 
engineering controls are required, include any engineering plans or 
studies that have been used to select the control methods. If 
administrative controls involving job rotation are used to reduce 
employee exposure to lead, the job rotation schedule must be included in 
the compliance plan. The plan must also detail the type of protective 
clothing and equipment, including respirators, housekeeping and hygiene 
practices that will be used to protect you from the adverse effects of 
exposure to lead.

[[Page 100]]

    The written compliance program must be made available, upon request, 
to affected employees and their designated representatives, the 
Assistant Secretary and the Director.
    Finally, the plan must be reviewed and updated at least every 6 
months to assure it reflects the current status in exposure control.

                IV. Respiratory Protection--Paragraph (F)

    Your employer is required to provide and assure your use of 
respirators when your exposure to lead is not controlled below the PEL 
by other means. The employer must pay the cost of the respirator. 
Whenever you request one, your employer is also required to provide you 
a respirator even if your air exposure level is not above the PEL. You 
might desire a respirator when, for example, you have received medical 
advice that your lead absorption should be decreased. Or, you may intend 
to have children in the near future, and want to reduce the level of 
lead in your body to minimize adverse reproductive effects. While 
respirators are the least satisfactory means of controlling your 
exposure, they are capable of providing significant protection if 
properly chosen, fitted, worn, cleaned, maintained, and replaced when 
they stop providing adequate protection.
    Your employer is required to select respirators from the types 
listed in Table I of the Respiratory Protection section of the standard 
(Sec. 1926.62 (f)). Any respirator chosen must be approved by the 
National Institute for Occupational Safety and Health (NIOSH) under the 
provisions of 42 CFR part 84. This respirator selection table will 
enable your employer to choose a type of respirator that will give you a 
proper amount of protection based on your airborne lead exposure. Your 
employer may select a type of respirator that provides greater 
protection than that required by the standard; that is, one recommended 
for a higher concentration of lead than is present in your workplace. 
For example, a powered air-purifying respirator (PAPR) is much more 
protective than a typical negative pressure respirator, and may also be 
more comfortable to wear. A PAPR has a filter, cartridge, or canister to 
clean the air, and a power source that continuously blows filtered air 
into your breathing zone. Your employer might make a PAPR available to 
you to ease the burden of having to wear a respirator for long periods 
of time. The standard provides that you can obtain a PAPR upon request.
    Your employer must also start a Respiratory Protection Program. This 
program must include written procedures for the proper selection, use, 
cleaning, storage, and maintenance of respirators.
    Your employer must ensure that your respirator facepiece fits 
properly. Proper fit of a respirator facepiece is critical to your 
protection from airborne lead. Obtaining a proper fit on each employee 
may require your employer to make available several different types of 
respirator masks. To ensure that your respirator fits properly and that 
facepiece leakage is minimal, your employer must give you either a 
qualitative or quantitative fit test as specified in Appendix A of the 
Respiratory Protection standard located at 29 CFR 1910.134.
    You must also receive from your employer proper training in the use 
of respirators. Your employer is required to teach you how to wear a 
respirator, to know why it is needed, and to understand its limitations.
    The standard provides that if your respirator uses filter elements, 
you must be given an opportunity to change the filter elements whenever 
an increase in breathing resistance is detected. You also must be 
permitted to periodically leave your work area to wash your face and 
respirator facepiece whenever necessary to prevent skin irritation. If 
you ever have difficulty in breathing during a fit test or while using a 
respirator, your employer must make a medical examination available to 
you to determine whether you can safely wear a respirator. The result of 
this examination may be to give you a positive pressure respirator 
(which reduces breathing resistance) or to provide alternative means of 
protection.

        V. Protective Work Clothing and Equipment--Paragraph (G)

    If you are exposed to lead above the PEL as an 8-hour TWA, without 
regard

[[Page 101]]

to your use of a respirator, or if you are exposed to lead compounds 
such as lead arsenate or lead azide which can cause skin and eye 
irritation, your employer must provide you with protective work clothing 
and equipment appropriate for the hazard. If work clothing is provided, 
it must be provided in a clean and dry condition at least weekly, and 
daily if your airborne exposure to lead is greater than 200 [micro]g/
m\3\. Appropriate protective work clothing and equipment can include 
coveralls or similar full-body work clothing, gloves, hats, shoes or 
disposable shoe coverlets, and face shields or vented goggles. Your 
employer is required to provide all such equipment at no cost to you. In 
addition, your employer is responsible for providing repairs and 
replacement as necessary, and also is responsible for the cleaning, 
laundering or disposal of protective clothing and equipment.
    The interim final standard requires that your employer assure that 
you follow good work practices when you are working in areas where your 
exposure to lead may exceed the PEL. With respect to protective clothing 
and equipment, where appropriate, the following procedures should be 
observed prior to beginning work:
    1. Change into work clothing and shoe covers in the clean section of 
the designated changing areas;
    2. Use work garments of appropriate protective gear, including 
respirators before entering the work area; and
    3. Store any clothing not worn under protective clothing in the 
designated changing area.
    Workers should follow these procedures upon leaving the work area:
    1. HEPA vacuum heavily contaminated protective work clothing while 
it is still being worn. At no time may lead be removed from protective 
clothing by any means which result in uncontrolled dispersal of lead 
into the air;
    2. Remove shoe covers and leave them in the work area;
    3. Remove protective clothing and gear in the dirty area of the 
designated changing area. Remove protective coveralls by carefully 
rolling down the garment to reduce exposure to dust.
    4. Remove respirators last; and
    5. Wash hands and face.
    Workers should follow these procedures upon finishing work for the 
day (in addition to procedures described above):
    1. Where applicable, place disposal coveralls and shoe covers with 
the abatement waste;
    2. Contaminated clothing which is to be cleaned, laundered or 
disposed of must be placed in closed containers in the change room.
    3. Clean protective gear, including respirators, according to 
standard procedures;
    4. Wash hands and face again. If showers are available, take a 
shower and wash hair. If shower facilities are not available at the work 
site, shower immediately at home and wash hair.

                     VI. Housekeeping--Paragraph (H)

    Your employer must establish a housekeeping program sufficient to 
maintain all surfaces as free as practicable of accumulations of lead 
dust. Vacuuming is the preferred method of meeting this requirement, and 
the use of compressed air to clean floors and other surfaces is 
generally prohibited unless removal with compressed air is done in 
conjunction with ventilation systems designed to contain dispersal of 
the lead dust. Dry or wet sweeping, shoveling, or brushing may not be 
used except where vacuuming or other equally effective methods have been 
tried and do not work. Vacuums must be used equipped with a special 
filter called a high-efficiency particulate air (HEPA) filter and 
emptied in a manner which minimizes the reentry of lead into the 
workplace.

          VII. Hygiene Facilities and Practices--Paragraph (I)

    The standard requires that hand washing facilities be provided where 
occupational exposure to lead occurs. In addition, change areas, showers 
(where feasible), and lunchrooms or eating areas are to be made 
available to workers exposed to lead above the PEL. Your employer must 
assure that except in these facilities, food and beverage is not present 
or consumed, tobacco products are not present or used, and cosmetics are 
not applied, where airborne exposures are above the PEL.

[[Page 102]]

Change rooms provided by your employer must be equipped with separate 
storage facilities for your protective clothing and equipment and street 
clothes to avoid cross-contamination. After showering, no required 
protective clothing or equipment worn during the shift may be worn home. 
It is important that contaminated clothing or equipment be removed in 
change areas and not be worn home or you will extend your exposure and 
expose your family since lead from your clothing can accumulate in your 
house, car, etc.
    Lunchrooms or eating areas may not be entered with protective 
clothing or equipment unless surface dust has been removed by vacuuming, 
downdraft booth, or other cleaning method. Finally, workers exposed 
above the PEL must wash both their hands and faces prior to eating, 
drinking, smoking or applying cosmetics.
    All of the facilities and hygiene practices just discussed are 
essential to minimize additional sources of lead absorption from 
inhalation or ingestion of lead that may accumulate on you, your 
clothes, or your possessions. Strict compliance with these provisions 
can virtually eliminate several sources of lead exposure which 
significantly contribute to excessive lead absorption.

                VIII. Medical Surveillance--Paragraph (J)

    The medical surveillance program is part of the standard's 
comprehensive approach to the prevention of lead-related disease. Its 
purpose is to supplement the main thrust of the standard which is aimed 
at minimizing airborne concentrations of lead and sources of ingestion. 
Only medical surveillance can determine if the other provisions of the 
standard have affectively protected you as an individual. Compliance 
with the standard's provision will protect most workers from the adverse 
effects of lead exposure, but may not be satisfactory to protect 
individual workers (1) who have high body burdens of lead acquired over 
past years, (2) who have additional uncontrolled sources of non-
occupational lead exposure, (3) who exhibit unusual variations in lead 
absorption rates, or (4) who have specific non-work related medical 
conditions which could be aggravated by lead exposure (e.g., renal 
disease, anemia). In addition, control systems may fail, or hygiene and 
respirator programs may be inadequate. Periodic medical surveillance of 
individual workers will help detect those failures. Medical surveillance 
will also be important to protect your reproductive ability-regardless 
of whether you are a man or woman.
    All medical surveillance required by the interim final standard must 
be performed by or under the supervision of a licensed physician. The 
employer must provide required medical surveillance without cost to 
employees and at a reasonable time and place. The standard's medical 
surveillance program has two parts--periodic biological monitoring and 
medical examinations. Your employer's obligation to offer you medical 
surveillance is triggered by the results of the air monitoring program. 
Full medical surveillance must be made available to all employees who 
are or may be exposed to lead in excess of the action level for more 
than 30 days a year and whose blood lead level exceeds 40 [micro]g/dl. 
Initial medical surveillance consisting of blood sampling and analysis 
for lead and zinc protoporphyrin must be provided to all employees 
exposed at any time (1 day) above the action level.
    Biological monitoring under the standard must be provided at least 
every 2 months for the first 6 months and every 6 months thereafter 
until your blood lead level is below 40 [micro]g/dl. A zinc 
protoporphyrin (ZPP) test is a very useful blood test which measures an 
adverse metabolic effect of lead on your body and is therefore an 
indicator of lead toxicity.
    If your BLL exceeds 40 [micro]g/dl the monitoring frequency must be 
increased from every 6 months to at least every 2 months and not reduced 
until two consecutive BLLs indicate a blood lead level below 40 
[micro]g/dl. Each time your BLL is determined to be over 40 [micro]g/dl, 
your employer must notify you of this in writing within five working 
days of his or her receipt of the test results. The employer must also 
inform you that the standard requires temporary medical removal with 
economic protection when your BLL exceeds 50 [micro]g/dl. (See 
Discussion of Medical Removal

[[Page 103]]

Protection-Paragraph (k).) Anytime your BLL exceeds 50 [micro]g/dl your 
employer must make available to you within two weeks of receipt of these 
test results a second follow-up BLL test to confirm your BLL. If the two 
tests both exceed 50 [micro]g/dl, and you are temporarily removed, then 
your employer must make successive BLL tests available to you on a 
monthly basis during the period of your removal.
    Medical examinations beyond the initial one must be made available 
on an annual basis if your blood lead level exceeds 40 [micro]g/dl at 
any time during the preceding year and you are being exposed above the 
airborne action level of 30 [micro]g/m\3\ for 30 or more days per year. 
The initial examination will provide information to establish a baseline 
to which subsequent data can be compared.
    An initial medical examination to consist of blood sampling and 
analysis for lead and zinc protoporphyrin must also be made available 
(prior to assignment) for each employee being assigned for the first 
time to an area where the airborne concentration of lead equals or 
exceeds the action level at any time. In addition, a medical examination 
or consultation must be made available as soon as possible if you notify 
your employer that you are experiencing signs or symptoms commonly 
associated with lead poisoning or that you have difficulty breathing 
while wearing a respirator or during a respirator fit test. You must 
also be provided a medical examination or consultation if you notify 
your employer that you desire medical advice concerning the effects of 
current or past exposure to lead on your ability to procreate a healthy 
child.
    Finally, appropriate follow-up medical examinations or consultations 
may also be provided for employees who have been temporarily removed 
from exposure under the medical removal protection provisions of the 
standard. (See Part IX, below.)
    The standard specifies the minimum content of pre-assignment and 
annual medical examinations. The content of other types of medical 
examinations and consultations is left up to the sound discretion of the 
examining physician. Pre-assignment and annual medical examinations must 
include (1) a detailed work history and medical history; (2) a thorough 
physical examination, including an evaluation of your pulmonary status 
if you will be required to use a respirator; (3) a blood pressure 
measurement; and (4) a series of laboratory tests designed to check your 
blood chemistry and your kidney function. In addition, at any time upon 
your request, a laboratory evaluation of male fertility will be made 
(microscopic examination of a sperm sample), or a pregnancy test will be 
given.
    The standard does not require that you participate in any of the 
medical procedures, tests, etc. which your employer is required to make 
available to you. Medical surveillance can, however, play a very 
important role in protecting your health. You are strongly encouraged, 
therefore, to participate in a meaningful fashion. The standard contains 
a multiple physician review mechanism which will give you a chance to 
have a physician of your choice directly participate in the medical 
surveillance program. If you are dissatisfied with an examination by a 
physician chosen by your employer, you can select a second physician to 
conduct an independent analysis. The two doctors would attempt to 
resolve any differences of opinion, and select a third physician to 
resolve any firm dispute. Generally your employer will choose the 
physician who conducts medical surveillance under the lead standard-
unless you and your employer can agree on the choice of a physician or 
physicians. Some companies and unions have agreed in advance, for 
example, to use certain independent medical laboratories or panels of 
physicians. Any of these arrangements are acceptable so long as required 
medical surveillance is made available to workers.
    The standard requires your employer to provide certain information 
to a physician to aid in his or her examination of you. This information 
includes (1) the standard and its appendices, (2) a description of your 
duties as they relate to occupational lead exposure, (3) your exposure 
level or anticipated exposure level, (4) a description of any personal 
protective equipment you wear, (5) prior blood lead level results,

[[Page 104]]

and (6) prior written medical opinions concerning you that the employer 
has. After a medical examination or consultation the physician must 
prepare a written report which must contain (1) the physician's opinion 
as to whether you have any medical condition which places you at 
increased risk of material impairment to health from exposure to lead, 
(2) any recommended special protective measures to be provided to you, 
(3) any blood lead level determinations, and (4) any recommended 
limitation on your use of respirators. This last element must include a 
determination of whether you can wear a powered air purifying respirator 
(PAPR) if you are found unable to wear a negative pressure respirator.
    The medical surveillance program of the interim lead standard may at 
some point in time serve to notify certain workers that they have 
acquired a disease or other adverse medical condition as a result of 
occupational lead exposure. If this is true, these workers might have 
legal rights to compensation from public agencies, their employers, 
firms that supply hazardous products to their employers, or other 
persons. Some states have laws, including worker compensation laws, that 
disallow a worker who learns of a job-related health impairment to sue, 
unless the worker sues within a short period of time after learning of 
the impairment. (This period of time may be a matter of months or 
years.) An attorney can be consulted about these possibilities. It 
should be stressed that OSHA is in no way trying to either encourage or 
discourage claims or lawsuits. However, since results of the standard's 
medical surveillance program can significantly affect the legal remedies 
of a worker who has acquired a job-related disease or impairment, it is 
proper for OSHA to make you aware of this.
    The medical surveillance section of the standard also contains 
provisions dealing with chelation. Chelation is the use of certain drugs 
(administered in pill form or injected into the body) to reduce the 
amount of lead absorbed in body tissues. Experience accumulated by the 
medical and scientific communities has largely confirmed the 
effectiveness of this type of therapy for the treatment of very severe 
lead poisoning. On the other hand, it has also been established that 
there can be a long list of extremely harmful side effects associated 
with the use of chelating agents. The medical community has balanced the 
advantages and disadvantages resulting from the use of chelating agents 
in various circumstances and has established when the use of these 
agents is acceptable. The standard includes these accepted limitations 
due to a history of abuse of chelation therapy by some lead companies. 
The most widely used chelating agents are calcium disodium EDTA, (Ca Na2 
EDTA), Calcium Disodium Versenate (Versenate), and d-penicillamine 
(pencillamine or Cupramine).
    The standard prohibits ``prophylactic chelation'' of any employee by 
any person the employer retains, supervises or controls. Prophylactic 
chelation is the routine use of chelating or similarly acting drugs to 
prevent elevated blood levels in workers who are occupationally exposed 
to lead, or the use of these drugs to routinely lower blood lead levels 
to predesignated concentrations believed to be ``safe''. It should be 
emphasized that where an employer takes a worker who has no symptoms of 
lead poisoning and has chelation carried out by a physician (either 
inside or outside of a hospital) solely to reduce the worker's blood 
lead level, that will generally be considered prophylactic chelation. 
The use of a hospital and a physician does not mean that prophylactic 
chelation is not being performed. Routine chelation to prevent increased 
or reduce current blood lead levels is unacceptable whatever the 
setting.
    The standard allows the use of ``therapeutic'' or ``diagnostic'' 
chelation if administered under the supervision of a licensed physician 
in a clinical setting with thorough and appropriate medical monitoring. 
Therapeutic chelation responds to severe lead poisoning where there are 
marked symptoms. Diagnostic chelation involved giving a patient a dose 
of the drug then collecting all urine excreted for some period of time 
as an aid to the diagnosis of lead poisoning.

[[Page 105]]

    In cases where the examining physician determines that chelation is 
appropriate, you must be notified in writing of this fact before such 
treatment. This will inform you of a potentially harmful treatment, and 
allow you to obtain a second opinion.

              IX. Medical Removal Protection--Paragraph (K)

    Excessive lead absorption subjects you to increased risk of disease. 
Medical removal protection (MRP) is a means of protecting you when, for 
whatever reasons, other methods, such as engineering controls, work 
practices, and respirators, have failed to provide the protection you 
need. MRP involves the temporary removal of a worker from his or her 
regular job to a place of significantly lower exposure without any loss 
of earnings, seniority, or other employment rights or benefits. The 
purpose of this program is to cease further lead absorption and allow 
your body to naturally excrete lead which has previously been absorbed. 
Temporary medical removal can result from an elevated blood lead level, 
or a medical opinion. For up to 18 months, or for as long as the job the 
employee was removed from lasts, protection is provided as a result of 
either form of removal. The vast majority of removed workers, however, 
will return to their former jobs long before this eighteen month period 
expires.
    You may also be removed from exposure even if your blood lead level 
is below 50 [micro]g/dl if a final medical determination indicates that 
you temporarily need reduced lead exposure for medical reasons. If the 
physician who is implementing your employers medical program makes a 
final written opinion recommending your removal or other special 
protective measures, your employer must implement the physician's 
recommendation. If you are removed in this manner, you may only be 
returned when the doctor indicates that it is safe for you to do so.
    The standard does not give specific instructions dealing with what 
an employer must do with a removed worker. Your job assignment upon 
removal is a matter for you, your employer and your union (if any) to 
work out consistent with existing procedures for job assignments. Each 
removal must be accomplished in a manner consistent with existing 
collective bargaining relationships. Your employer is given broad 
discretion to implement temporary removals so long as no attempt is made 
to override existing agreements. Similarly, a removed worker is provided 
no right to veto an employer's choice which satisfies the standard.
    In most cases, employers will likely transfer removed employees to 
other jobs with sufficiently low lead exposure. Alternatively, a 
worker's hours may be reduced so that the time weighted average exposure 
is reduced, or he or she may be temporarily laid off if no other 
alternative is feasible.
    In all of these situation, MRP benefits must be provided during the 
period of removal--i.e., you continue to receive the same earnings, 
seniority, and other rights and benefits you would have had if you had 
not been removed. Earnings includes more than just your base wage; it 
includes overtime, shift differentials, incentives, and other 
compensation you would have earned if you had not been removed. During 
the period of removal you must also be provided with appropriate follow-
up medical surveillance. If you were removed because your blood lead 
level was too high, you must be provided with a monthly blood test. If a 
medical opinion caused your removal, you must be provided medical tests 
or examinations that the doctor believes to be appropriate. If you do 
not participate in this follow up medical surveillance, you may lose 
your eligibility for MRP benefits.
    When you are medically eligible to return to your former job, your 
employer must return you to your ``former job status.'' This means that 
you are entitled to the position, wages, benefits, etc., you would have 
had if you had not been removed. If you would still be in your old job 
if no removal had occurred that is where you go back. If not, you are 
returned consistent with whatever job assignment discretion your 
employer would have had if no removal had occurred. MRP only seeks to 
maintain your rights, not expand them or diminish them.

[[Page 106]]

    If you are removed under MRP and you are also eligible for worker 
compensation or other compensation for lost wages, your employer's MRP 
benefits obligation is reduced by the amount that you actually receive 
from these other sources. This is also true if you obtain other 
employment during the time you are laid off with MRP benefits.
    The standard also covers situations where an employer voluntarily 
removes a worker from exposure to lead due to the effects of lead on the 
employee's medical condition, even though the standard does not require 
removal. In these situations MRP benefits must still be provided as 
though the standard required removal. Finally, it is important to note 
that in all cases where removal is required, respirators cannot be used 
as a substitute. Respirators may be used before removal becomes 
necessary, but not as an alternative to a transfer to a low exposure 
job, or to a lay-off with MRP benefits.

           X. Employee Information and Training--Paragraph (L)

    Your employer is required to provide an information and training 
program for all employees exposed to lead above the action level or who 
may suffer skin or eye irritation from lead compounds such as lead 
arsenate or lead azide. The program must train these employees regarding 
the specific hazards associated with their work environment, protective 
measures which can be taken, including the contents of any compliance 
plan in effect, the danger of lead to their bodies (including their 
reproductive systems), and their rights under the standard. All 
employees must be trained prior to initial assignment to areas where 
there is a possibility of exposure over the action level.
    This training program must also be provided at least annually 
thereafter unless further exposure above the action level will not 
occur.

                        XI. Signs--Paragraph (M)

    The standard requires that the following warning sign be posted in 
work areas where the exposure to lead exceeds the PEL:

WARNING
LEAD WORK AREA
POISON

NO SMOKING OR EATING
    These signs are to be posted and maintained in a manner which 
assures that the legend is readily visible.

                    XII. Recordkeeping--Paragraph (N)

    Your employer is required to keep all records of exposure monitoring 
for airborne lead. These records must include the name and job 
classification of employees measured, details of the sampling and 
analytical techniques, the results of this sampling, and the type of 
respiratory protection being worn by the person sampled. Such records 
are to be retained for at least 30 years. Your employer is also required 
to keep all records of biological monitoring and medical examination 
results. These records must include the names of the employees, the 
physician's written opinion, and a copy of the results of the 
examination. Medical records must be preserved and maintained for the 
duration of employment plus 30 years. However, if the employee's 
duration of employment is less than one year, the employer need not 
retain that employee's medical records beyond the period of employment 
if they are provided to the employee upon termination of employment.
    Recordkeeping is also required if you are temporarily removed from 
your job under the medical removal protection program. This record must 
include your name and social security number, the date of your removal 
and return, how the removal was or is being accomplished, and whether or 
not the reason for the removal was an elevated blood lead level. Your 
employer is required to keep each medical removal record only for as 
long as the duration of an employee's employment.
    The standard requires that if you request to see or copy 
environmental monitoring, blood lead level monitoring, or medical 
removal records, they must be made available to you or to a 
representative that you authorize. Your union also has access to these 
records. Medical records other than BLL's must also be provided upon 
request to you, to your physician or to

[[Page 107]]

any other person whom you may specifically designate. Your union does 
not have access to your personal medical records unless you authorize 
their access.

             XIII. Observation of Monitoring--Paragraph (O)

    When air monitoring for lead is performed at your workplace as 
required by this standard, your employer must allow you or someone you 
designate to act as an observer of the monitoring. Observers are 
entitled to an explanation of the measurement procedure, and to record 
the results obtained. Since results will not normally be available at 
the time of the monitoring, observers are entitled to record or receive 
the results of the monitoring when returned by the laboratory. Your 
employer is required to provide the observer with any personal 
protective devices required to be worn by employees working in the area 
that is being monitored. The employer must require the observer to wear 
all such equipment and to comply with all other applicable safety and 
health procedures.

                     XIV. For Additional Information

    A. A copy of the interim standard for lead in construction can be 
obtained free of charge by calling or writing the OSHA Office of 
Publications, room N-3101, United States Department of Labor, 
Washington, DC 20210: Telephone (202) 219-4667.
    B. Additional information about the standard, its enforcement, and 
your employer's compliance can be obtained from the nearest OSHA Area 
Office listed in your telephone directory under United States 
Government/Department of Labor.

      Appendix C to Sec. 1926.62--Medical Surveillance Guidelines

                              Introduction

    The primary purpose of the Occupational Safety and Health Act of 
1970 is to assure, so far as possible, safe and healthful working 
conditions for every working man and woman. The interim final 
occupational health standard for lead in construction is designed to 
protect workers exposed to inorganic lead including metallic lead, all 
inorganic lead compounds and organic lead soaps.
    Under this interim final standard occupational exposure to inorganic 
lead is to be limited to 50 [micro]g/m\3\ (micrograms per cubic meter) 
based on an 8 hour time-weighted average (TWA). This permissible 
exposure limit (PEL) must be achieved through a combination of 
engineering, work practice and administrative controls to the extent 
feasible. Where these controls are in place but are found not to reduce 
employee exposures to or below the PEL, they must be used nonetheless, 
and supplemented with respirators to meet the 50 [micro]g/m\3\ exposure 
limit.
    The standard also provides for a program of biological monitoring 
for employees exposed to lead above the action level at any time, and 
additional medical surveillance for all employees exposed to levels of 
inorganic lead above 30 [micro]g/m\3\ (TWA) for more than 30 days per 
year and whose BLL exceeds 40 [micro]g/dl.
    The purpose of this document is to outline the medical surveillance 
provisions of the interim standard for inorganic lead in construction, 
and to provide further information to the physician regarding the 
examination and evaluation of workers exposed to inorganic lead.
    Section 1 provides a detailed description of the monitoring 
procedure including the required frequency of blood testing for exposed 
workers, provisions for medical removal protection (MRP), the 
recommended right of the employee to a second medical opinion, and 
notification and recordkeeping requirements of the employer. A 
discussion of the requirements for respirator use and respirator 
monitoring and OSHA's position on prophylactic chelation therapy are 
also included in this section.
    Section 2 discusses the toxic effects and clinical manifestations of 
lead poisoning and effects of lead intoxication on enzymatic pathways in 
heme synthesis. The adverse effects on both male and female reproductive 
capacity and on the fetus are also discussed.
    Section 3 outlines the recommended medical evaluation of the worker 
exposed to inorganic lead, including details of the medical history, 
physical

[[Page 108]]

examination, and recommended laboratory tests, which are based on the 
toxic effects of lead as discussed in Section 2.
    Section 4 provides detailed information concerning the laboratory 
tests available for the monitoring of exposed workers. Included also is 
a discussion of the relative value of each test and the limitations and 
precautions which are necessary in the interpretation of the laboratory 
results.

I. Medical Surveillance and Monitoring Requirements for Workers Exposed 
                            to Inorganic Lead

    Under the interim final standard for inorganic lead in the 
construction industry, initial medical surveillance consisting of 
biological monitoring to include blood lead and ZPP level determination 
shall be provided to employees exposed to lead at or above the action 
level on any one day. In addition, a program of biological monitoring is 
to be made available to all employees exposed above the action level at 
any time and additional medical surveillance is to be made available to 
all employees exposed to lead above 30 [micro]g/m\3\ TWA for more than 
30 days each year and whose BLL exceeds 40 [micro]g/dl. This program 
consists of periodic blood sampling and medical evaluation to be 
performed on a schedule which is defined by previous laboratory results, 
worker complaints or concerns, and the clinical assessment of the 
examining physician.
    Under this program, the blood lead level (BLL) of all employees who 
are exposed to lead above 30 [micro]g/m\3\ for more than 30 days per 
year or whose blood lead is above 40 [micro]g/dl but exposed for no more 
than 30 days per year is to be determined at least every two months for 
the first six months of exposure and every six months thereafter. The 
frequency is increased to every two months for employees whose last 
blood lead level was 40 [micro]g/dl or above. For employees who are 
removed from exposure to lead due to an elevated blood lead, a new blood 
lead level must be measured monthly. A zinc protoporphyrin (ZPP) 
measurement is strongly recommended on each occasion that a blood lead 
level measurement is made.
    An annual medical examination and consultation performed under the 
guidelines discussed in Section 3 is to be made available to each 
employee exposed above 30 [micro]g/m\3\ for more than 30 days per year 
for whom a blood test conducted at any time during the preceding 12 
months indicated a blood lead level at or above 40 [micro]g/dl. Also, an 
examination is to be given to all employees prior to their assignment to 
an area in which airborne lead concentrations reach or exceed the 30 
[micro]g/m\3\ for more than 30 days per year. In addition, a medical 
examination must be provided as soon as possible after notification by 
an employee that the employee has developed signs or symptoms commonly 
associated with lead intoxication, that the employee desires medical 
advice regarding lead exposure and the ability to procreate a healthy 
child, or that the employee has demonstrated difficulty in breathing 
during a respirator fitting test or during respirator use. An 
examination is also to be made available to each employee removed from 
exposure to lead due to a risk of sustaining material impairment to 
health, or otherwise limited or specially protected pursuant to medical 
recommendations.
    Results of biological monitoring or the recommendations of an 
examining physician may necessitate removal of an employee from further 
lead exposure pursuant to the standard's medical removal protection 
(MRP) program. The object of the MRP program is to provide temporary 
medical removal to workers either with substantially elevated blood lead 
levels or otherwise at risk of sustaining material health impairment 
from continued substantial exposure to lead.
    Under the standard's ultimate worker removal criteria, a worker is 
to be removed from any work having an eight hour TWA exposure to lead of 
30 [micro]g/m\3\ when his or her blood lead level reaches 50 [micro]g/dl 
and is confirmed by a second follow-up blood lead level performed within 
two weeks after the employer receives the results of the first blood 
sampling test. Return of the employee to his or her job status depends 
on a worker's blood lead level declining to 40 [micro]g/dl.

[[Page 109]]

    As part of the interim standard, the employer is required to notify 
in writing each employee whose blood lead level exceeds 40 [micro]g/dl. 
In addition each such employee is to be informed that the standard 
requires medical removal with MRP benefits, discussed below, when an 
employee's blood lead level exceeds the above defined limit.
    In addition to the above blood lead level criterion, temporary 
worker removal may also take place as a result of medical determinations 
and recommendations. Written medical opinions must be prepared after 
each examination pursuant to the standard. If the examining physician 
includes a medical finding, determination or opinion that the employee 
has a medical condition which places the employee at increased risk of 
material health impairment from exposure to lead, then the employee must 
be removed from exposure to lead at or above 30 [micro]g/m\3\. 
Alternatively, if the examining physician recommends special protective 
measures for an employee (e.g., use of a powered air purifying 
respirator) or recommends limitations on an employee's exposure to lead, 
then the employer must implement these recommendations.
    Recommendations may be more stringent than the specific provisions 
of the standard. The examining physician, therefore, is given broad 
flexibility to tailor special protective procedures to the needs of 
individual employees. This flexibility extends to the evaluation and 
management of pregnant workers and male and female workers who are 
planning to raise children. Based on the history, physical examination, 
and laboratory studies, the physician might recommend special protective 
measures or medical removal for an employee who is pregnant or who is 
planning to conceive a child when, in the physician's judgment, 
continued exposure to lead at the current job would pose a significant 
risk. The return of the employee to his or her former job status, or the 
removal of special protections or limitations, depends upon the 
examining physician determining that the employee is no longer at 
increased risk of material impairment or that special measures are no 
longer needed.
    During the period of any form of special protection or removal, the 
employer must maintain the worker's earnings, seniority, and other 
employment rights and benefits (as though the worker had not been 
removed) for a period of up to 18 months or for as long as the job the 
employee was removed from lasts if less than 18 months. This economic 
protection will maximize meaningful worker participation in the medical 
surveillance program, and is appropriate as part of the employer's 
overall obligation to provide a safe and healthful workplace. The 
provisions of MRP benefits during the employee's removal period may, 
however, be conditioned upon participation in medical surveillance.
    The lead standard provides for a multiple physician review in cases 
where the employee wishes a second opinion concerning potential lead 
poisoning or toxicity. If an employee wishes a second opinion, he or she 
can make an appointment with a physician of his or her choice. This 
second physician will review the findings, recommendations or 
determinations of the first physician and conduct any examinations, 
consultations or tests deemed necessary in an attempt to make a final 
medical determination. If the first and second physicians do not agree 
in their assessment they must try to resolve their differences. If they 
cannot reach an agreement then they must designate a third physician to 
resolve the dispute.
    The employer must provide examining and consulting physicians with 
the following specific information: A copy of the lead regulations and 
all appendices, a description of the employee's duties as related to 
exposure, the exposure level or anticipated level to lead and any other 
toxic substances (if applicable), a description of personal protective 
equipment used, blood lead levels, and all prior written medical 
opinions regarding the employee in the employer's possession or control. 
The employer must also obtain from the physician and provide the 
employee with a written medical opinion containing blood lead levels, 
the physicians's opinion as to whether the employee is at risk of 
material impairment to health, any recommended protective measures for 
the employee if

[[Page 110]]

further exposure is permitted, as well as any recommended limitations 
upon an employee's use of respirators.
    Employers must instruct each physician not to reveal to the employer 
in writing or in any other way his or her findings, laboratory results, 
or diagnoses which are felt to be unrelated to occupational lead 
exposure. They must also instruct each physician to advise the employee 
of any occupationally or non-occupationally related medical condition 
requiring further treatment or evaluation.
    The standard provides for the use of respirators where engineering 
and other primary controls are not effective. However, the use of 
respirator protection shall not be used in lieu of temporary medical 
removal due to elevated blood lead levels or findings that an employee 
is at risk of material health impairment. This is based on the numerous 
inadequacies of respirators including skin rash where the facepiece 
makes contact with the skin, unacceptable stress to breathing in some 
workers with underlying cardiopulmonary impairment, difficulty in 
providing adequate fit, the tendency for respirators to create 
additional hazards by interfering with vision, hearing, and mobility, 
and the difficulties of assuring the maximum effectiveness of a 
complicated work practice program involving respirators. Respirators do, 
however, serve a useful function where engineering and work practice 
controls are inadequate by providing supplementary, interim, or short-
term protection, provided they are properly selected for the environment 
in which the employee will be working, properly fitted to the employee, 
maintained and cleaned periodically, and worn by the employee when 
required.
    In its interim final standard on occupational exposure to inorganic 
lead in the construction industry, OSHA has prohibited prophylactic 
chelation. Diagnostic and therapeutic chelation are permitted only under 
the supervision of a licensed physician with appropriate medical 
monitoring in an acceptable clinical setting. The decision to initiate 
chelation therapy must be made on an individual basis and take into 
account the severity of symptoms felt to be a result of lead toxicity 
along with blood lead levels, ZPP levels, and other laboratory tests as 
appropriate. EDTA and penicillamine which are the primary chelating 
agents used in the therapy of occupational lead poisoning have 
significant potential side effects and their use must be justified on 
the basis of expected benefits to the worker. Unless frank and severe 
symptoms are present, therapeutic chelation is not recommended, given 
the opportunity to remove a worker from exposure and allow the body to 
naturally excrete accumulated lead. As a diagnostic aid, the chelation 
mobilization test using CA-EDTA has limited applicability. According to 
some investigators, the test can differentiate between lead-induced and 
other nephropathies. The test may also provide an estimation of the 
mobile fraction of the total body lead burden.
    Employers are required to assure that accurate records are 
maintained on exposure assessment, including environmental monitoring, 
medical surveillance, and medical removal for each employee. Exposure 
assessment records must be kept for at least 30 years. Medical 
surveillance records must be kept for the duration of employment plus 30 
years except in cases where the employment was less than one year. If 
duration of employment is less than one year, the employer need not 
retain this record beyond the term of employment if the record is 
provided to the employee upon termination of employment. Medical removal 
records also must be maintained for the duration of employment. All 
records required under the standard must be made available upon request 
to the Assistant Secretary of Labor for Occupational Safety and Health 
and the Director of the National Institute for Occupational Safety and 
Health. Employers must also make environmental and biological monitoring 
and medical removal records available to affected employees and to 
former employees or their authorized employee representatives. Employees 
or their specifically designated representatives have access to their 
entire medical surveillance records.
    In addition, the standard requires that the employer inform all 
workers

[[Page 111]]

exposed to lead at or above 30 [micro]g/m\3\ of the provisions of the 
standard and all its appendices, the purpose and description of medical 
surveillance and provisions for medical removal protection if temporary 
removal is required. An understanding of the potential health effects of 
lead exposure by all exposed employees along with full understanding of 
their rights under the lead standard is essential for an effective 
monitoring program.

              II. Adverse Health Effects of Inorganic Lead

    Although the toxicity of lead has been known for 2,000 years, the 
knowledge of the complex relationship between lead exposure and human 
response is still being refined. Significant research into the toxic 
properties of lead continues throughout the world, and it should be 
anticipated that our understanding of thresholds of effects and margins 
of safety will be improved in future years. The provisions of the lead 
standard are founded on two prime medical judgments: First, the 
prevention of adverse health effects from exposure to lead throughout a 
working lifetime requires that worker blood lead levels be maintained at 
or below 40 [micro]g/dl and second, the blood lead levels of workers, 
male or female, who intend to parent in the near future should be 
maintained below 30 [micro]g/dl to minimize adverse reproductive health 
effects to the parents and developing fetus. The adverse effects of lead 
on reproduction are being actively researched and OSHA encourages the 
physician to remain abreast of recent developments in the area to best 
advise pregnant workers or workers planning to conceive children.
    The spectrum of health effects caused by lead exposure can be 
subdivided into five developmental stages: Normal, physiological changes 
of uncertain significance, pathophysiological changes, overt symptoms 
(morbidity), and mortality. Within this process there are no sharp 
distinctions, but rather a continuum of effects. Boundaries between 
categories overlap due to the wide variation of individual responses and 
exposures in the working population. OSHA's development of the lead 
standard focused on pathophysiological changes as well as later stages 
of disease.
    1. Heme Synthesis Inhibition. The earliest demonstrated effect of 
lead involves its ability to inhibit at least two enzymes of the heme 
synthesis pathway at very low blood levels. Inhibition of delta 
aminolevulinic acid dehydrase (ALA-D) which catalyzes the conversion of 
delta-aminolevulinic acid (ALA) to protoporphyrin is observed at a blood 
lead level below 20 [micro]g/dl. At a blood lead level of 40 [micro]g/
dl, more than 20% of the population would have 70% inhibition of ALA-D. 
There is an exponential increase in ALA excretion at blood lead levels 
greater than 40 [micro]g/dl.
    Another enzyme, ferrochelatase, is also inhibited at low blood lead 
levels. Inhibition of ferrochelatase leads to increased free erythrocyte 
protoporphyrin (FEP) in the blood which can then bind to zinc to yield 
zinc protoporphyrin. At a blood lead level of 50 [micro]g/dl or greater, 
nearly 100% of the population will have an increase in FEP. There is 
also an exponential relationship between blood lead levels greater than 
40 [micro]g/dl and the associated ZPP level, which has led to the 
development of the ZPP screening test for lead exposure.
    While the significance of these effects is subject to debate, it is 
OSHA's position that these enzyme disturbances are early stages of a 
disease process which may eventually result in the clinical symptoms of 
lead poisoning. Whether or not the effects do progress to the later 
stages of clinical disease, disruption of these enzyme processes over a 
working lifetime is considered to be a material impairment of health.
    One of the eventual results of lead-induced inhibition of enzymes in 
the heme synthesis pathway is anemia which can be asymptomatic if mild 
but associated with a wide array of symptoms including dizziness, 
fatigue, and tachycardia when more severe. Studies have indicated that 
lead levels as low as 50 [micro]g/dl can be associated with a definite 
decreased hemoglobin, although most cases of lead-induced anemia, as 
well as shortened red-cell survival times, occur at lead levels 
exceeding 80 [micro]g/dl. Inhibited hemoglobin synthesis is more common 
in chronic cases whereas shortened erythrocyte

[[Page 112]]

life span is more common in acute cases.
    In lead-induced anemias, there is usually a reticulocytosis along 
with the presence of basophilic stippling, and ringed sideroblasts, 
although none of the above are pathognomonic for lead-induced anemia.
    2. Neurological Effects. Inorganic lead has been found to have toxic 
effects on both the central and peripheral nervous systems. The earliest 
stages of lead-induced central nervous system effects first manifest 
themselves in the form of behavioral disturbances and central nervous 
system symptoms including irritability, restlessness, insomnia and other 
sleep disturbances, fatigue, vertigo, headache, poor memory, tremor, 
depression, and apathy. With more severe exposure, symptoms can progress 
to drowsiness, stupor, hallucinations, delirium, convulsions and coma.
    The most severe and acute form of lead poisoning which usually 
follows ingestion or inhalation of large amounts of lead is acute 
encephalopathy which may arise precipitously with the onset of 
intractable seizures, coma, cardiorespiratory arrest, and death within 
48 hours.
    While there is disagreement about what exposure levels are needed to 
produce the earliest symptoms, most experts agree that symptoms 
definitely can occur at blood lead levels of 60 [micro]g/dl whole blood 
and therefore recommend a 40 [micro]g/dl maximum. The central nervous 
system effects frequently are not reversible following discontinued 
exposure or chelation therapy and when improvement does occur, it is 
almost always only partial.
    The peripheral neuropathy resulting from lead exposure 
characteristically involves only motor function with minimal sensory 
damage and has a marked predilection for the extensor muscles of the 
most active extremity. The peripheral neuropathy can occur with varying 
degrees of severity. The earliest and mildest form which can be detected 
in workers with blood lead levels as low as 50 [micro]g/dl is manifested 
by slowing of motor nerve conduction velocity often without clinical 
symptoms. With progression of the neuropathy there is development of 
painless extensor muscle weakness usually involving the extensor muscles 
of the fingers and hand in the most active upper extremity, followed in 
severe cases by wrist drop or, much less commonly, foot drop.
    In addition to slowing of nerve conduction, electromyographical 
studies in patients with blood lead levels greater than 50 [micro]g/dl 
have demonstrated a decrease in the number of acting motor unit 
potentials, an increase in the duration of motor unit potentials, and 
spontaneous pathological activity including fibrillations and 
fasciculations. Whether these effects occur at levels of 40 [micro]g/dl 
is undetermined.
    While the peripheral neuropathies can occasionally be reversed with 
therapy, again such recovery is not assured particularly in the more 
severe neuropathies and often improvement is only partial. The lack of 
reversibility is felt to be due in part to segmental demyelination.
    3. Gastrointestinal. Lead may also affect the gastrointestinal 
system producing abdominal colic or diffuse abdominal pain, 
constipation, obstipation, diarrhea, anorexia, nausea and vomiting. Lead 
colic rarely develops at blood lead levels below 80 [micro]g/dl.
    4. Renal. Renal toxicity represents one of the most serious health 
effects of lead poisoning. In the early stages of disease nuclear 
inclusion bodies can frequently be identified in proximal renal tubular 
cells. Renal function remains normal and the changes in this stage are 
probably reversible. With more advanced disease there is progressive 
interstitial fibrosis and impaired renal function. Eventually extensive 
interstitial fibrosis ensues with sclerotic glomeruli and dilated and 
atrophied proximal tubules; all represent end stage kidney disease. 
Azotemia can be progressive, eventually resulting in frank uremia 
necessitating dialysis. There is occasionally associated hypertension 
and hyperuricemia with or without gout.
    Early kidney disease is difficult to detect. The urinalysis is 
normal in early lead nephropathy and the blood urea nitrogen and serum 
creatinine increase only when two-thirds of kidney

[[Page 113]]

function is lost. Measurement of creatinine clearance can often detect 
earlier disease as can other methods of measurement of glomerular 
filtration rate. An abnormal Ca-EDTA mobilization test has been used to 
differentiate between lead-induced and other nephropathies, but this 
procedure is not widely accepted. A form of Fanconi syndrome with 
aminoaciduria, glycosuria, and hyperphosphaturia indicating severe 
injury to the proximal renal tubules is occasionally seen in children.
    5. Reproductive effects. Exposure to lead can have serious effects 
on reproductive function in both males and females. In male workers 
exposed to lead there can be a decrease in sexual drive, impotence, 
decreased ability to produce healthy sperm, and sterility. Malformed 
sperm (teratospermia), decreased number of sperm (hypospermia), and 
sperm with decreased motility (asthenospermia) can all occur. 
Teratospermia has been noted at mean blood lead levels of 53 [micro]g/dl 
and hypospermia and asthenospermia at 41 [micro]g/dl. Furthermore, there 
appears to be a dose-response relationship for teratospermia in lead 
exposed workers.
    Women exposed to lead may experience menstrual disturbances 
including dysmenorrhea, menorrhagia and amenorrhea. Following exposure 
to lead, women have a higher frequency of sterility, premature births, 
spontaneous miscarriages, and stillbirths.
    Germ cells can be affected by lead and cause genetic damage in the 
egg or sperm cells before conception and result in failure to implant, 
miscarriage, stillbirth, or birth defects.
    Infants of mothers with lead poisoning have a higher mortality 
during the first year and suffer from lowered birth weights, slower 
growth, and nervous system disorders.
    Lead can pass through the placental barrier and lead levels in the 
mother's blood are comparable to concentrations of lead in the umbilical 
cord at birth. Transplacental passage becomes detectable at 12-14 weeks 
of gestation and increases until birth.
    There is little direct data on damage to the fetus from exposure to 
lead but it is generally assumed that the fetus and newborn would be at 
least as susceptible to neurological damage as young children. Blood 
lead levels of 50-60 [micro]g/dl in children can cause significant 
neurobehavioral impairments and there is evidence of hyperactivity at 
blood levels as low as 25 [micro]g/dl. Given the overall body of 
literature concerning the adverse health effects of lead in children, 
OSHA feels that the blood lead level in children should be maintained 
below 30 [micro]g/dl with a population mean of 15 [micro]g/dl. Blood 
lead levels in the fetus and newborn likewise should not exceed 30 
[micro]g/dl.
    Because of lead's ability to pass through the placental barrier and 
also because of the demonstrated adverse effects of lead on reproductive 
function in both the male and female as well as the risk of genetic 
damage of lead on both the ovum and sperm, OSHA recommends a 30 
[micro]g/dl maximum permissible blood lead level in both males and 
females who wish to bear children.
    6. Other toxic effects. Debate and research continue on the effects 
of lead on the human body. Hypertension has frequently been noted in 
occupationally exposed individuals although it is difficult to assess 
whether this is due to lead's adverse effects on the kidney or if some 
other mechanism is involved. Vascular and electrocardiographic changes 
have been detected but have not been well characterized. Lead is thought 
to impair thyroid function and interfere with the pituitary-adrenal 
axis, but again these effects have not been well defined.

                         III. Medical Evaluation

    The most important principle in evaluating a worker for any 
occupational disease including lead poisoning is a high index of 
suspicion on the part of the examining physician. As discussed in 
Section 2, lead can affect numerous organ systems and produce a wide 
array of signs and symptoms, most of which are non-specific and subtle 
in nature at least in the early stages of disease. Unless serious 
concern for lead toxicity is present, many of the early clues to 
diagnosis may easily be overlooked.
    The crucial initial step in the medical evaluation is recognizing 
that a

[[Page 114]]

worker's employment can result in exposure to lead. The worker will 
frequently be able to define exposures to lead and lead containing 
materials but often will not volunteer this information unless 
specifically asked. In other situations the worker may not know of any 
exposures to lead but the suspicion might be raised on the part of the 
physician because of the industry or occupation of the worker. Potential 
occupational exposure to lead and its compounds occur in many 
occupations in the construction industry, including demolition and 
salvaging operations, removal or encapsulation of materials containing 
lead, construction, alteration, repair or renovation of structures 
containing lead, transportation, disposal, storage or containment of 
lead or lead-containing materials on construction sites, and maintenance 
operations associated with construction activities.
    Once the possibility for lead exposure is raised, the focus can then 
be directed toward eliciting information from the medical history, 
physical exam, and finally from laboratory data to evaluate the worker 
for potential lead toxicity.
    A complete and detailed work history is important in the initial 
evaluation. A listing of all previous employment with information on job 
description, exposure to fumes or dust, known exposures to lead or other 
toxic substances, a description of any personal protective equipment 
used, and previous medical surveillance should all be included in the 
worker's record. Where exposure to lead is suspected, information 
concerning on-the-job personal hygiene, smoking or eating habits in work 
areas, laundry procedures, and use of any protective clothing or 
respiratory protection equipment should be noted. A complete work 
history is essential in the medical evaluation of a worker with 
suspected lead toxicity, especially when long term effects such as 
neurotoxicity and nephrotoxicity are considered.
    The medical history is also of fundamental importance and should 
include a listing of all past and current medical conditions, current 
medications including proprietary drug intake, previous surgeries and 
hospitalizations, allergies, smoking history, alcohol consumption, and 
also non-occupational lead exposures such as hobbies (hunting, riflery). 
Also known childhood exposures should be elicited. Any previous history 
of hematological, neurological, gastrointestinal, renal, psychological, 
gynecological, genetic, or reproductive problems should be specifically 
noted.
    A careful and complete review of systems must be performed to assess 
both recognized complaints and subtle or slowly acquired symptoms which 
the worker might not appreciate as being significant. The review of 
symptoms should include the following:
    1. General--weight loss, fatigue, decreased appetite.
    2. Head, Eyes, Ears, Nose, Throat (HEENT)--headaches, visual 
disturbances or decreased visual acuity, hearing deficits or tinnitus, 
pigmentation of the oral mucosa, or metallic taste in mouth.
    3. Cardio-pulmonary--shortness of breath, cough, chest pains, 
palpitations, or orthopnea.
    4. Gastrointestinal--nausea, vomiting, heartburn, abdominal pain, 
constipation or diarrhea.
    5. Neurologic--irritability, insomnia, weakness (fatigue), 
dizziness, loss of memory, confusion, hallucinations, incoordination, 
ataxia, decreased strength in hands or feet, disturbances in gait, 
difficulty in climbing stairs, or seizures.
    6. Hematologic--pallor, easy fatigability, abnormal blood loss, 
melena.
    7. Reproductive (male and female and spouse where relevant)--history 
of infertility, impotence, loss of libido, abnormal menstrual periods, 
history of miscarriages, stillbirths, or children with birth defects.
    8. Musculo-skeletal--muscle and joint pains.
    The physical examination should emphasize the neurological, 
gastrointestinal, and cardiovascular systems. The worker's weight and 
blood pressure should be recorded and the oral mucosa checked for 
pigmentation characteristic of a possible Burtonian or lead line on the 
gingiva. It should be noted, however, that the lead line may not be 
present even in severe lead poisoning if good oral hygiene is practiced.

[[Page 115]]

    The presence of pallor on skin examination may indicate an anemia 
which, if severe, might also be associated with a tachycardia. If an 
anemia is suspected, an active search for blood loss should be 
undertaken including potential blood loss through the gastrointestinal 
tract.
    A complete neurological examination should include an adequate 
mental status evaluation including a search for behavioral and 
psychological disturbances, memory testing, evaluation for irritability, 
insomnia, hallucinations, and mental clouding. Gait and coordination 
should be examined along with close observation for tremor. A detailed 
evaluation of peripheral nerve function including careful sensory and 
motor function testing is warranted. Strength testing particularly of 
extensor muscle groups of all extremities is of fundamental importance.
    Cranial nerve evaluation should also be included in the routine 
examination.
    The abdominal examination should include auscultation for bowel 
sounds and abdominal bruits and palpation for organomegaly, masses, and 
diffuse abdominal tenderness.
    Cardiovascular examination should evaluate possible early signs of 
congestive heart failure. Pulmonary status should be addressed 
particularly if respirator protection is contemplated.
    As part of the medical evaluation, the interim lead standard 
requires the following laboratory studies:

    1. Blood lead level
    2. Hemoglobin and hematocrit determinations, red cell indices, and 
examination of the peripheral blood smear to evaluate red blood cell 
morphology
    3. Blood urea nitrogen
    4. Serum creatinine
    5. Routine urinalysis with microscopic examination.
    6. A zinc protoporphyrin level.

    In addition to the above, the physician is authorized to order any 
further laboratory or other tests which he or she deems necessary in 
accordance with sound medical practice. The evaluation must also include 
pregnancy testing or laboratory evaluation of male fertility if 
requested by the employee. Additional tests which are probably not 
warranted on a routine basis but may be appropriate when blood lead and 
ZPP levels are equivocal include delta aminolevulinic acid and 
coproporphyrin concentrations in the urine, and dark-field illumination 
for detection of basophilic stippling in red blood cells.
    If an anemia is detected further studies including a careful 
examination of the peripheral smear, reticulocyte count, stool for 
occult blood, serum iron, total iron binding capacity, bilirubin, and, 
if appropriate, vitamin B12 and folate may be of value in attempting to 
identify the cause of the anemia.
    If a peripheral neuropathy is suspected, nerve conduction studies 
are warranted both for diagnosis and as a basis to monitor any therapy.
    If renal disease is questioned, a 24 hour urine collection for 
creatinine clearance, protein, and electrolytes may be indicated. 
Elevated uric acid levels may result from lead-induced renal disease and 
a serum uric acid level might be performed.
    An electrocardiogram and chest x-ray may be obtained as deemed 
appropriate.
    Sophisticated and highly specialized testing should not be done 
routinely and where indicated should be under the direction of a 
specialist.

                        IV. Laboratory Evaluation

    The blood lead level at present remains the single most important 
test to monitor lead exposure and is the test used in the medical 
surveillance program under the lead standard to guide employee medical 
removal. The ZPP has several advantages over the blood lead level. 
Because of its relatively recent development and the lack of extensive 
data concerning its interpretation, the ZPP currently remains an 
ancillary test.
    This section will discuss the blood lead level and ZPP in detail and 
will outline their relative advantages and disadvantages. Other blood 
tests currently available to evaluate lead exposure will also be 
reviewed.
    The blood lead level is a good index of current or recent lead 
absorption when there is no anemia present and when the worker has not 
taken any chelating agents. However, blood lead levels along with 
urinary lead levels do not necessarily indicate the total body

[[Page 116]]

burden of lead and are not adequate measures of past exposure. One 
reason for this is that lead has a high affinity for bone and up to 90% 
of the body's total lead is deposited there. A very important component 
of the total lead body burden is lead in soft tissue (liver, kidney, and 
brain). This fraction of the lead body burden, the biologically active 
lead, is not entirely reflected by blood lead levels since it is a 
function of the dynamics of lead absorption, distribution, deposition in 
bone and excretion. Following discontinuation of exposure to lead, the 
excess body burden is only slowly mobilized from bone and other 
relatively stable body stores and excreted. Consequently, a high blood 
lead level may only represent recent heavy exposure to lead without a 
significant total body excess and likewise a low blood lead level does 
not exclude an elevated total body burden of lead.
    Also due to its correlation with recent exposures, the blood lead 
level may vary considerably over short time intervals.
    To minimize laboratory error and erroneous results due to 
contamination, blood specimens must be carefully collected after 
thorough cleaning of the skin with appropriate methods using lead-free 
blood containers and analyzed by a reliable laboratory. Under the 
standard, samples must be analyzed in laboratories which are approved by 
OSHA. Analysis is to be made using atomic absorption spectrophotometry, 
anodic stripping voltammetry or any method which meets the accuracy 
requirements set forth by the standard.
    The determination of lead in urine is generally considered a less 
reliable monitoring technique than analysis of whole blood primarily due 
to individual variability in urinary excretion capacity as well as the 
technical difficulty of obtaining accurate 24 hour urine collections. In 
addition, workers with renal insufficiency, whether due to lead or some 
other cause, may have decreased lead clearance and consequently urine 
lead levels may underestimate the true lead burden. Therefore, urine 
lead levels should not be used as a routine test.
    The zinc protoporphyrin test, unlike the blood lead determination, 
measures an adverse metabolic effect of lead and as such is a better 
indicator of lead toxicity than the level of blood lead itself. The 
level of ZPP reflects lead absorption over the preceding 3 to 4 months, 
and therefore is a better indicator of lead body burden. The ZPP 
requires more time than the blood lead to read significantly elevated 
levels; the return to normal after discontinuing lead exposure is also 
slower. Furthermore, the ZPP test is simpler, faster, and less expensive 
to perform and no contamination is possible. Many investigators believe 
it is the most reliable means of monitoring chronic lead absorption.
    Zinc protoporphyrin results from the inhibition of the enzyme 
ferrochelatase which catalyzes the insertion of an iron molecule into 
the protoporphyrin molecule, which then becomes heme. If iron is not 
inserted into the molecule then zinc, having a greater affinity for 
protoporphyrin, takes the place of the iron, forming ZPP.
    An elevation in the level of circulating ZPP may occur at blood lead 
levels as low as 20-30 [micro]g/dl in some workers. Once the blood lead 
level has reached 40 [micro]g/dl there is more marked rise in the ZPP 
value from its normal range of less than 100 [micro]g/dl100 ml. 
Increases in blood lead levels beyond 40 [micro]g/100 g are associated 
with exponential increases in ZPP.
    Whereas blood lead levels fluctuate over short time spans, ZPP 
levels remain relatively stable. ZPP is measured directly in red blood 
cells and is present for the cell's entire 120 day life-span. Therefore, 
the ZPP level in blood reflects the average ZPP production over the 
previous 3-4 months and consequently the average lead exposure during 
that time interval.
    It is recommended that a hematocrit be determined whenever a 
confirmed ZPP of 50 [micro]g/100 ml whole blood is obtained to rule out 
a significant underlying anemia. If the ZPP is in excess of 100 
[micro]g/100 ml and not associated with abnormal elevations in blood 
lead levels, the laboratory should be checked to be sure that blood 
leads were determined using atomic absorption spectrophotometry anodic 
stripping voltammetry, or any method which meets the accuracy 
requirements set

[[Page 117]]

forth by the standard by an OSHA approved laboratory which is 
experienced in lead level determinations. Repeat periodic blood lead 
studies should be obtained in all individuals with elevated ZPP levels 
to be certain that an associated elevated blood lead level has not been 
missed due to transient fluctuations in blood leads.
    ZPP has a characteristic fluorescence spectrum with a peak at 594 nm 
which is detectable with a hematofluorimeter. The hematofluorimeter is 
accurate and portable and can provide on-site, instantaneous results for 
workers who can be frequently tested via a finger prick.
    However, careful attention must be given to calibration and quality 
control procedures. Limited data on blood lead-ZPP correlations and the 
ZPP levels which are associated with the adverse health effects 
discussed in Section 2 are the major limitations of the test. Also it is 
difficult to correlate ZPP levels with environmental exposure and there 
is some variation of response with age and sex. Nevertheless, the ZPP 
promises to be an important diagnostic test for the early detection of 
lead toxicity and its value will increase as more data is collected 
regarding its relationship to other manifestations of lead poisoning.
    Levels of delta-aminolevulinic acid (ALA) in the urine are also used 
as a measure of lead exposure. Increasing concentrations of ALA are 
believed to result from the inhibition of the enzyme delta-
aminolevulinic acid dehydrase (ALA-D). Although the test is relatively 
easy to perform, inexpensive, and rapid, the disadvantages include 
variability in results, the necessity to collect a complete 24 hour 
urine sample which has a specific gravity greater than 1.010, and also 
the fact that ALA decomposes in the presence of light.
    The pattern of porphyrin excretion in the urine can also be helpful 
in identifying lead intoxication. With lead poisoning, the urine 
concentrations of coproporphyrins I and II, porphobilinogen and 
uroporphyrin I rise. The most important increase, however, is that of 
coproporphyrin III; levels may exceed 5,000 [micro]g/l in the urine in 
lead poisoned individuals, but its correlation with blood lead levels 
and ZPP are not as good as those of ALA. Increases in urinary porphyrins 
are not diagnostic of lead toxicity and may be seen in porphyria, some 
liver diseases, and in patients with high reticulocyte counts.
    Summary. The Occupational Safety and Health Administration's interim 
standard for inorganic lead in the construction industry places 
significant emphasis on the medical surveillance of all workers exposed 
to levels of inorganic lead above 30 [micro]g/m\3\ TWA. The physician 
has a fundamental role in this surveillance program, and in the 
operation of the medical removal protection program.
    Even with adequate worker education on the adverse health effects of 
lead and appropriate training in work practices, personal hygiene and 
other control measures, the physician has a primary responsibility for 
evaluating potential lead toxicity in the worker. It is only through a 
careful and detailed medical and work history, a complete physical 
examination and appropriate laboratory testing that an accurate 
assessment can be made. Many of the adverse health effects of lead 
toxicity are either irreversible or only partially reversible and 
therefore early detection of disease is very important.
    This document outlines the medical monitoring program as defined by 
the occupational safety and health standard for inorganic lead. It 
reviews the adverse health effects of lead poisoning and describes the 
important elements of the history and physical examinations as they 
relate to these adverse effects. Finally, the appropriate laboratory 
testing for evaluating lead exposure and toxicity is presented.
    It is hoped that this review and discussion will give the physician 
a better understanding of the OSHA standard with the ultimate goal of 
protecting the health and well-being of the worker exposed to lead under 
his or her care.

[58 FR 26627, May 4, 1993, as amended at 58 FR 34218, June 24, 1993; 61 
FR 5510, Feb. 13, 1996; 63 FR 1296, Jan. 8, 1998; 70 FR 1143, Jan. 5, 
2005; 71 FR 16674, Apr. 3, 2006; 71 FR 50191, Aug. 24, 2006; 73 FR 
75588, Dec. 12, 2008]

[[Page 118]]



Sec. 1926.64  Process safety management of highly hazardous chemicals.

    Purpose. This section contains requirements for preventing or 
minimizing the consequences of catastrophic releases of toxic, reactive, 
flammable, or explosive chemicals. These releases may result in toxic, 
fire or explosion hazards.
    (a) Application. (1) This section applies to the following:
    (i) A process which involves a chemical at or above the specified 
threshold quantities listed in Appendix A to this section;
    (ii) A process which involves a flammable liquid or gas (as defined 
in Sec. 1926.59(c) of this part) on site in one location, in a quantity 
of 10,000 pounds (4535.9 kg) or more except for:
    (A) Hydrocarbon fuels used solely for workplace consumption as a 
fuel (e.g., propane used for comfort heating, gasoline for vehicle 
refueling), if such fuels are not a part of a process containing another 
highly hazardous chemical covered by this standard;
    (B) Flammable liquids stored in atmospheric tanks or transferred 
which are kept below their normal boiling point without benefit of 
chilling or refrigeration.
    (2) This section does not apply to:
    (i) Retail facilities;
    (ii) Oil or gas well drilling or servicing operations; or,
    (iii) Normally unoccupied remote facilities.
    (b) Definitions. Atmospheric tank means a storage tank which has 
been designed to operate at pressures from atmospheric through 0.5 
p.s.i.g. (pounds per square inch gauge, 3.45 Kpa).
    Boiling point means the boiling point of a liquid at a pressure of 
14.7 pounds per square inch absolute (p.s.i.a.) (760 mm.). For the 
purposes of this section, where an accurate boiling point is unavailable 
for the material in question, or for mixtures which do not have a 
constant boiling point, the 10 percent point of a distillation performed 
in accordance with the Standard Method of Test for Distillation of 
Petroleum Products, ASTM D-86-62, may be used as the boiling point of 
the liquid.
    Catastrophic release means a major uncontrolled emission, fire, or 
explosion, involving one or more highly hazardous chemicals, that 
presents serious danger to employees in the workplace.
    Facility means the buildings, containers or equipment which contain 
a process.
    Highly hazardous chemical means a substance possessing toxic, 
reactive, flammable, or explosive properties and specified by paragraph 
(a)(1) of this section.
    Hot work means work involving electric or gas welding, cutting, 
brazing, or similar flame or spark-producing operations.
    Normally unoccupied remote facility means a facility which is 
operated, maintained or serviced by employees who visit the facility 
only periodically to check its operation and to perform necessary 
operating or maintenance tasks. No employees are permanently stationed 
at the facility. Facilities meeting this definition are not contiguous 
with, and must be geographically remote from all other buildings, 
processes or persons.
    Process means any activity involving a highly hazardous chemical 
including any use, storage, manufacturing, handling, or the on-site 
movement of such chemicals, or combination of these activities. For 
purposes of this definition, any group of vessels which are 
interconnected and separate vessels which are located such that a highly 
hazardous chemical could be involved in a potential release shall be 
considered a single process.
    Replacement in kind means a replacement which satisfies the design 
specification.
    Trade secret means any confidential formula, pattern, process, 
device, information or compilation of information that is used in an 
employer's business, and that gives the employer an opportunity to 
obtain an advantage over competitors who do not know or use it. Appendix 
D contained in Sec. 1926.59 sets out the criteria to be used in 
evaluating trade secrets.
    (c) Employee participation. (1) Employers shall develop a written 
plan of action regarding the implementation of the employee 
participation required by this paragraph.
    (2) Employers shall consult with employees and their representatives 
on

[[Page 119]]

the conduct and development of process hazards analyses and on the 
development of the other elements of process safety management in this 
standard.
    (3) Employers shall provide to employees and their representatives 
access to process hazard analyses and to all other information required 
to be developed under this standard.
    (d) Process safety information. In accordance with the schedule set 
forth in paragraph (e)(1) of this section, the employer shall complete a 
compilation of written process safety information before conducting any 
process hazard analysis required by the standard. The compilation of 
written process safety information is to enable the employer and the 
employees involved in operating the process to identify and understand 
the hazards posed by those processes involving highly hazardous 
chemicals. This process safety information shall include information 
pertaining to the hazards of the highly hazardous chemicals used or 
produced by the process, information pertaining to the technology of the 
process, and information pertaining to the equipment in the process.
    (1) Information pertaining to the hazards of the highly hazardous 
chemicals in the process. This information shall consist of at least the 
following:
    (i) Toxicity information;
    (ii) Permissible exposure limits;
    (iii) Physical data;
    (iv) Reactivity data:
    (v) Corrosivity data;
    (vi) Thermal and chemical stability data; and
    (vii) Hazardous effects of inadvertent mixing of different materials 
that could foreseeably occur.
    Note: Material Safety Data Sheets meeting the requirements of 29 CFR 
1926.59(g) may be used to comply with this requirement to the extent 
they contain the information required by this subparagraph.
    (2) Information pertaining to the technology of the process. (i) 
Information concerning the technology of the process shall include at 
least the following:
    (A) A block flow diagram or simplified process flow diagram (see 
Appendix B to this section);
    (B) Process chemistry;
    (C) Maximum intended inventory;
    (D) Safe upper and lower limits for such items as temperatures, 
pressures, flows or compositions; and,
    (E) An evaluation of the consequences of deviations, including those 
affecting the safety and health of employees.
    (ii) Where the original technical information no longer exists, such 
information may be developed in conjunction with the process hazard 
analysis in sufficient detail to support the analysis.
    (3) Information pertaining to the equipment in the process. (i) 
Information pertaining to the equipment in the process shall include:
    (A) Materials of construction;
    (B) Piping and instrument diagrams (P&ID's);
    (C) Electrical classification;
    (D) Relief system design and design basis;
    (E) Ventilation system design;
    (F) Design codes and standards employed;
    (G) Material and energy balances for processes built after May 26, 
1992; and,
    (H) Safety systems (e.g. interlocks, detection or suppression 
systems).
    (ii) The employer shall document that equipment complies with 
recognized and generally accepted good engineering practices.
    (iii) For existing equipment designed and constructed in accordance 
with codes, standards, or practices that are no longer in general use, 
the employer shall determine and document that the equipment is 
designed, maintained, inspected, tested, and operating in a safe manner.
    (e) Process hazard analysis. (1) The employer shall perform an 
initial process hazard analysis (hazard evaluation) on processes covered 
by this standard. The process hazard analysis shall be appropriate to 
the complexity of the process and shall identify, evaluate, and control 
the hazards involved in the process. Employers shall determine and 
document the priority order for conducting process hazard analyses based 
on a rationale which includes such considerations as extent of the 
process hazards, number of potentially affected employees, age of the 
process, and operating history of the process. The

[[Page 120]]

process hazard analysis shall be conducted as soon as possible, but not 
later than the following schedule:
    (i) No less than 25 percent of the initial process hazards analyses 
shall be completed by May 26, 1994;
    (ii) No less than 50 percent of the initial process hazards analyses 
shall be completed by May 26, 1995;
    (iii) No less than 75 percent of the initial process hazards 
analyses shall be completed by May 26, 1996;
    (iv) All initial process hazards analyses shall be completed by May 
26, 1997.
    (v) Process hazards analyses completed after May 26, 1987 which meet 
the requirements of this paragraph are acceptable as initial process 
hazards analyses. These process hazard analyses shall be updated and 
revalidated, based on their completion date, in accordance with 
paragraph (e)(6) of this standard.
    (2) The employer shall use one or more of the following 
methodologies that are appropriate to determine and evaluate the hazards 
of the process being analyzed.
    (i) What-If;
    (ii) Checklist;
    (iii) What-If/Checklist;
    (iv) Hazard and Operability Study (HAZOP);
    (v) Failure Mode and Effects Analysis (FMEA);
    (vi) Fault-Tree Analysis; or
    (vii) An appropriate equivalent methodology.
    (3) The process hazard analysis shall address:
    (i) The hazards of the process;
    (ii) The identification of any previous incident which had a likely 
potential for catastrophic consequences in the workplace;
    (iii) Engineering and administrative controls applicable to the 
hazards and their interrelationships such as appropriate application of 
detection methodologies to provide early warning of releases. 
(Acceptable detection methods might include process monitoring and 
control instrumentation with alarms, and detection hardware such as 
hydrocarbon sensors.);
    (iv) Consequences of failure of engineering and administrative 
controls;
    (v) Facility siting;
    (vi) Human factors; and
    (vii) A qualitative evaluation of a range of the possible safety and 
health effects of failure of controls on employees in the workplace.
    (4) The process hazard analysis shall be performed by a team with 
expertise in engineering and process operations, and the team shall 
include at least one employee who has experience and knowledge specific 
to the process being evaluated. Also, one member of the team must be 
knowledgeable in the specific process hazard analysis methodology being 
used.
    (5) The employer shall establish a system to promptly address the 
team's findings and recommendations; assure that the recommendations are 
resolved in a timely manner and that the resolution is documented; 
document what actions are to be taken; complete actions as soon as 
possible; develop a written schedule of when these actions are to be 
completed; communicate the actions to operating, maintenance and other 
employees whose work assignments are in the process and who may be 
affected by the recommendations or actions.
    (6) At least every five (5) years after the completion of the 
initial process hazard analysis, the process hazard analysis shall be 
updated and revalidated by a team meeting the requirements in paragraph 
(e)(4) of this section, to assure that the process hazard analysis is 
consistent with the current process.
    (7) Employers shall retain process hazards analyses and updates or 
revalidations for each process covered by this section, as well as the 
documented resolution of recommendations described in paragraph (e)(5) 
of this section for the life of the process.
    (f) Operating procedures. (1) The employer shall develop and 
implement written operating procedures that provide clear instructions 
for safely conducting activities involved in each covered process 
consistent with the process safety information and shall address at 
least the following elements.
    (i) Steps for each operating phase:
    (A) Initial startup;
    (B) Normal operations;
    (C) Temporary operations;
    (D) Emergency shutdown including the conditions under which 
emergency

[[Page 121]]

shutdown is required, and the assignment of shutdown responsibility to 
qualified operators to ensure that emergency shutdown is executed in a 
safe and timely manner.
    (E) Emergency operations;
    (F) Normal shutdown; and,
    (G) Startup following a turnaround, or after an emergency shutdown.
    (ii) Operating limits:
    (A) Consequences of deviation; and
    (B) Steps required to correct or avoid deviation.
    (iii) Safety and health considerations:
    (A) Properties of, and hazards presented by, the chemicals used in 
the process;
    (B) Precautions necessary to prevent exposure, including engineering 
controls, administrative controls, and personal protective equipment;
    (C) Control measures to be taken if physical contact or airborne 
exposure occurs;
    (D) Quality control for raw materials and control of hazardous 
chemical inventory levels; and,
    (E) Any special or unique hazards.
    (iv) Safety systems and their functions.
    (2) Operating procedures shall be readily accessible to employees 
who work in or maintain a process.
    (3) The operating procedures shall be reviewed as often as necessary 
to assure that they reflect current operating practice, including 
changes that result from changes in process chemicals, technology, and 
equipment, and changes to facilities. The employer shall certify 
annually that these operating procedures are current and accurate.
    (4) The employer shall develop and implement safe work practices to 
provide for the control of hazards during operations such as lockout/
tagout; confined space entry; opening process equipment or piping; and 
control over entrance into a facility by maintenance, contractor, 
laboratory, or other support personnel. These safe work practices shall 
apply to employees and contractor employees.
    (g) Training--(1) Initial training. (i) Each employee presently 
involved in operating a process, and each employee before being involved 
in operating a newly assigned process, shall be trained in an overview 
of the process and in the operating procedures as specified in paragraph 
(f) of this section. The training shall include emphasis on the specific 
safety and health hazards, emergency operations including shutdown, and 
safe work practices applicable to the employee's job tasks.
    (ii) In lieu of initial training for those employees already 
involved in operating a process on May 26, 1992, an employer may certify 
in writing that the employee has the required knowledge, skills, and 
abilities to safely carry out the duties and responsibilities as 
specified in the operating procedures.
    (2) Refresher training. Refresher training shall be provided at 
least every three years, and more often if necessary, to each employee 
involved in operating a process to assure that the employee understands 
and adheres to the current operating procedures of the process. The 
employer, in consultation with the employees involved in operating the 
process, shall determine the appropriate frequency of refresher 
training.
    (3) Training documentation. The employer shall ascertain that each 
employee involved in operating a process has received and understood the 
training required by this paragraph. The employer shall prepare a record 
which contains the identity of the employee, the date of training, and 
the means used to verify that the employee understood the training.
    (h) Contractors--(1) Application. This paragraph applies to 
contractors performing maintenance or repair, turnaround, major 
renovation, or specialty work on or adjacent to a covered process. It 
does not apply to contractors providing incidental services which do not 
influence process safety, such as janitorial work, food and drink 
services, laundry, delivery or other supply services.
    (2) Employer responsibilities. (i) The employer, when selecting a 
contractor, shall obtain and evaluate information regarding the contract 
employer's safety performance and programs.
    (ii) The employer shall inform contract employers of the known 
potential fire, explosion, or toxic release hazards

[[Page 122]]

related to the contractor's work and the process.
    (iii) The employer shall explain to contract employers the 
applicable provisions of the emergency action plan required by paragraph 
(n) of this section.
    (iv) The employer shall develop and implement safe work practices 
consistent with paragraph (f)(4) of this section, to control the 
entrance, presence and exit of contract employers and contract employees 
in covered process areas.
    (v) The employer shall periodically evaluate the performance of 
contract employers in fulfilling their obligations as specified in 
paragraph (h)(3) of this section.
    (vi) The employer shall maintain a contract employee injury and 
illness log related to the contractor's work in process areas.
    (3) Contract employer responsibilities. (i) The contract employer 
shall assure that each contract employee is trained in the work 
practices necessary to safely perform his/her job.
    (ii) The contract employer shall assure that each contract employee 
is instructed in the known potential fire, explosion, or toxic release 
hazards related to his/her job and the process, and the applicable 
provisions of the emergency action plan.
    (iii) The contract employer shall document that each contract 
employee has received and understood the training required by this 
paragraph. The contract employer shall prepare a record which contains 
the identity of the contract employee, the date of training, and the 
means used to verify that the employee understood the training.
    (iv) The contract employer shall assure that each contract employee 
follows the safety rules of the facility including the safe work 
practices required by paragraph (f)(4) of this section.
    (v) The contract employer shall advise the employer of any unique 
hazards presented by the contract employer's work, or of any hazards 
found by the contract employer's work.
    (i) Pre-startup safety review. (1) The employer shall perform a pre-
startup safety review for new facilities and for modified facilities 
when the modification is significant enough to require a change in the 
process safety information.
    (2) The pre-startup safety review shall confirm that prior to the 
introduction of highly hazardous chemicals to a process:
    (i) Construction and equipment is in accordance with design 
specifications;
    (ii) Safety, operating, maintenance, and emergency procedures are in 
place and are adequate;
    (iii) For new facilities, a process hazard analysis has been 
performed and recommendations have been resolved or implemented before 
startup; and modified facilities meet the requirements contained in 
management of change, paragraph (l).
    (iv) Training of each employee involved in operating a process has 
been completed.
    (j) Mechanical integrity--(1) Application. Paragraphs (j)(2) through 
(j)(6) of this section apply to the following process equipment:
    (i) Pressure vessels and storage tanks;
    (ii) Piping systems (including piping components such as valves);
    (iii) Relief and vent systems and devices;
    (iv) Emergency shutdown systems;
    (v) Controls (including monitoring devices and sensors, alarms, and 
interlocks) and,
    (vi) Pumps.
    (2) Written procedures. The employer shall establish and implement 
written procedures to maintain the on-going integrity of process 
equipment.
    (3) Training for process maintenance activities. The employer shall 
train each employee involved in maintaining the on-going integrity of 
process equipment in an overview of that process and its hazards and in 
the procedures applicable to the employee's job tasks to assure that the 
employee can perform the job tasks in a safe manner.
    (4) Inspection and testing. (i) Inspections and tests shall be 
performed on process equipment.
    (ii) Inspection and testing procedures shall follow recognized and 
generally accepted good engineering practices.

[[Page 123]]

    (iii) The frequency of inspections and tests of process equipment 
shall be consistent with applicable manufacturers' recommendations and 
good engineering practices, and more frequently if determined to be 
necessary by prior operating experience.
    (iv) The employer shall document each inspection and test that has 
been performed on process equipment. The documentation shall identify 
the date of the inspection or test, the name of the person who performed 
the inspection or test, the serial number or other identifier of the 
equipment on which the inspection or test was performed, a description 
of the inspection or test performed, and the results of the inspection 
or test.
    (5) Equipment deficiencies. The employer shall correct deficiencies 
in equipment that are outside acceptable limits (defined by the process 
safety information in paragraph (d) of this section) before further use 
or in a safe and timely manner when necessary means are taken to assure 
safe operation.
    (6) Quality assurance. (i) In the construction of new plants and 
equipment, the employer shall assure that equipment as it is fabricated 
is suitable for the process application for which they will be used.
    (ii) Appropriate checks and inspections shall be performed to assure 
that equipment is installed properly and consistent with design 
specifications and the manufacturer's instructions.
    (iii) The employer shall assure that maintenance materials, spare 
parts and equipment are suitable for the process application for which 
they will be used.
    (k) Hot work permit. (1) The employer shall issue a hot work permit 
for hot work operations conducted on or near a covered process.
    (2) The permit shall document that the fire prevention and 
protection requirements in 29 CFR 1926.352 have been implemented prior 
to beginning the hot work operations; it shall indicate the date(s) 
authorized for hot work; and identify the object on which hot work is to 
be performed. The permit shall be kept on file until completion of the 
hot work operations.
    (l) Management of change. (1) The employer shall establish and 
implement written procedures to manage changes (except for 
``replacements in kind'') to process chemicals, technology, equipment, 
and procedures; and, changes to facilities that affect a covered 
process.
    (2) The procedures shall assure that the following considerations 
are addressed prior to any change:
    (i) The technical basis for the proposed change;
    (ii) Impact of change on safety and health;
    (iii) Modifications to operating procedures;
    (iv) Necessary time period for the change; and,
    (v) Authorization requirements for the proposed change.
    (3) Employees involved in operating a process and maintenance and 
contract employees whose job tasks will be affected by a change in the 
process shall be informed of, and trained in, the change prior to start-
up of the process or affected part of the process.
    (4) If a change covered by this paragraph results in a change in the 
process safety information required by paragraph (d) of this section, 
such information shall be updated accordingly.
    (5) If a change covered by this paragraph results in a change in the 
operating procedures or practices required by paragraph (f) of this 
section, such procedures or practices shall be updated accordingly.
    (m) Incident investigation. (1) The employer shall investigate each 
incident which resulted in, or could reasonably have resulted in a 
catastrophic release of highly hazardous chemical in the workplace.
    (2) An incident investigation shall be initiated as promptly as 
possible, but not later than 48 hours following the incident.
    (3) An incident investigation team shall be established and consist 
of at least one person knowledgeable in the process involved, including 
a contract employee if the incident involved work of the contractor, and 
other persons with appropriate knowledge and experience to thoroughly 
investigate and analyze the incident.
    (4) A report shall be prepared at the conclusion of the 
investigation which includes at a minimum:
    (i) Date of incident;
    (ii) Date investigation began;

[[Page 124]]

    (iii) A description of the incident;
    (iv) The factors that contributed to the incident; and,
    (v) Any recommendations resulting from the investigation.
    (5) The employer shall establish a system to promptly address and 
resolve the incident report findings and recommendations. Resolutions 
and corrective actions shall be documented.
    (6) The report shall be reviewed with all affected personnel whose 
job tasks are relevant to the incident findings including contract 
employees where applicable.
    (7) Incident investigation reports shall be retained for five years.
    (n) Emergency planning and response. The employer shall establish 
and implement an emergency action plan for the entire plant in 
accordance with the provisions of 29 CFR 1926.35(a). In addition, the 
emergency action plan shall include procedures for handling small 
releases. Employers covered under this standard may also be subject to 
the hazardous waste and emergency response provisions contained in 29 
CFR 1926.65(a), (p) and (q).
    (o) Compliance audits. (1) Employers shall certify that they have 
evaluated compliance with the provisions of this section at least every 
three years to verify that the procedures and practices developed under 
the standard are adequate and are being followed.
    (2) The compliance audit shall be conducted by at least one person 
knowledgeable in the process.
    (3) A report of the findings of the audit shall be developed.
    (4) The employer shall promptly determine and document an 
appropriate response to each of the findings of the compliance audit, 
and document that deficiencies have been corrected.
    (5) Employers shall retain the two (2) most recent compliance audit 
reports.
    (p) Trade secrets. (1) Employers shall make all information 
necessary to comply with the section available to those persons 
responsible for compiling the process safety information (required by 
paragraph (d) of this section), those assisting in the development of 
the process hazard analysis (required by paragraph (e) of this section), 
those responsible for developing the operating procedures (required by 
paragraph (f) of this section), and those involved in incident 
investigations (required by paragraph (m) of this section), emergency 
planning and response (paragraph (n) of this section) and compliance 
audits (paragraph (o) of this section) without regard to possible trade 
secret status of such information.
    (2) Nothing in this paragraph shall preclude the employer from 
requiring the persons to whom the information is made available under 
paragraph (p)(1) of this section to enter into confidentiality 
agreements not to disclose the information as set forth in 29 CFR 
1926.59.
    (3) Subject to the rules and procedures set forth in 29 CFR 
1926.59(i) (1) through (12), employees and their designated 
representatives shall have access to trade secret information contained 
within the process hazard analysis and other documents required to be 
developed by this standard.

Appendix A to Sec. 1926.64--List of Highly Hazardous Chemicals, Toxics 
                        and Reactives (Mandatory)

    This Appendix contains a listing of toxic and reactive highly 
hazardous chemicals which present a potential for a catastrophic event 
at or above the threshold quantity.

------------------------------------------------------------------------
                   Chemical Name                         CAS*      TQ**
------------------------------------------------------------------------
Acetaldehyde.......................................      75-07-0    2500
Acrolein (2-Propenal)..............................     107-02-8     150
Acrylyl Chloride...................................     814-68-6     250
Allyl Chloride.....................................     107-05-1    1000
Allylamine.........................................     107-11-9    1000
Alkylaluminums.....................................       Varies    5000
Ammonia, Anhydrous.................................    7664-41-7   10000
Ammonia solutions (greater than 44% ammonia by         7664-41-7   15000
 weight)...........................................
Ammonium Perchlorate...............................    7790-98-9     500
Ammonium Permanganate..............................    7787-36-2    7500
Arsine (also called Arsenic Hydride)...............    7784-42-1     100
Bis(Chloromethyl) Ether............................     542-88-1     100
Boron Trichloride..................................   10294-34-5    2500
Boron Trifluoride..................................    7637-07-2     250
Bromine............................................    7726-95-6    1500
Bromine Chloride...................................   13863-41-7    1500
Bromine Pentafluoride..............................    7789-30-2    2500
Bromine Trifluoride................................    7787-71-5   15000
3-Bromopropyne (also called Propargyl Bromide).....     106-96-7     100
Butyl Hydroperoxide (Tertiary).....................      75-91-2    5000

[[Page 125]]

 
Butyl Perbenzoate (Tertiary).......................     614-45-9    7500
Carbonyl Chloride (see Phosgene)...................      75-44-5     100
* Carbonyl Fluoride................................     353-50-4    2500
Cellulose Nitrate (concentration greater than 12.6%    9004-70-0    2500
 nitrogen..........................................
Chlorine...........................................    7782-50-5    1500
Chlorine Dioxide...................................   10049-04-4    1000
Chlorine Pentrafluoride............................   13637-63-3    1000
Chlorine Trifluoride...............................    7790-91-2    1000
Chlorodiethylaluminum (also called Diethylaluminum       96-10-6    5000
 Chloride).........................................
1-Chloro-2,4-Dinitrobenzene........................      97-00-7    5000
Chloromethyl Methyl Ether..........................     107-30-2     500
Chloropicrin.......................................      76-06-2     500
Chloropicrin and Methyl Bromide mixture............         None    1500
Chloropicrin and Methyl Chloride mixture...........         None    1500
Cumene Hydroperoxide...............................      80-15-9    5000
Cyanogen...........................................     460-19-5    2500
Cyanogen Chloride..................................     506-77-4     500
Cyanuric Fluoride..................................     675-14-9     100
Diacetyl Peroxide (concentration greater than 70%).     110-22-5    5000
Diazomethane.......................................     334-88-3     500
Dibenzoyl Peroxide.................................      94-36-0    7500
Diborane...........................................   19287-45-7     100
Dibutyl Peroxide (Tertiary)........................     110-05-4    5000
Dichloro Acetylene.................................    7572-29-4     250
Dichlorosilane.....................................    4109-96-0    2500
Diethylzinc........................................     557-20-0   10000
Diisopropyl Peroxydicarbonate......................     105-64-6    7500
Dilauroyl Peroxide.................................     105-74-8    7500
Dimethyldichlorosilane.............................      75-78-5    1000
Dimethylhydrazine, 1,1-............................      57-14-7    1000
Dimethylamine, Anhydrous...........................     124-40-3    2500
2,4-Dinitroaniline.................................      97-02-9    5000
Ethyl Methyl Ketone Peroxide (also Methyl Ethyl        1338-23-4    5000
 Ketone Peroxide; concentration greater than 60%)..
Ethyl Nitrite......................................     109-95-5    5000
Ethylamine.........................................      75-04-7    7500
Ethylene Fluorohydrin..............................     371-62-0     100
Ethylene Oxide.....................................      75-21-8    5000
Ethyleneimine......................................     151-56-4    1000
Fluorine...........................................    7782-41-4    1000
Formaldehyde (Formalin)............................      50-00-0    1000
Furan..............................................     110-00-9     500
Hexafluoroacetone..................................     684-16-2    5000
Hydrochloric Acid, Anhydrous.......................    7647-01-0    5000
Hydrofluoric Acid, Anhydrous.......................    7664-39-3    1000
Hydrogen Bromide...................................   10035-10-6    5000
Hydrogen Chloride..................................    7647-01-0    5000
Hydrogen Cyanide, Anhydrous........................      74-90-8    1000
Hydrogen Fluoride..................................    7664-39-3    1000
Hydrogen Peroxide (52% by weight or greater).......    7722-84-1    7500
Hydrogen Selenide..................................    7783-07-5     150
Hydrogen Sulfide...................................    7783-06-4    1500
Hydroxylamine......................................    7803-49-8    2500
Iron, Pentacarbonyl................................   13463-40-6     250
Isopropylamine.....................................      75-31-0    5000
Ketene.............................................     463-51-4     100
Methacrylaldehyde..................................      78-85-3    1000
Methacryloyl Chloride..............................     920-46-7     150
Methacryloyloxyethyl Isocyanate....................   30674-80-7     100
Methyl Acrylonitrile...............................     126-98-7     250
Methylamine, Anhydrous.............................      74-89-5    1000
Methyl Bromide.....................................      74-83-9    2500
Methyl Chloride....................................      74-87-3   15000
Methyl Chloroformate...............................      79-22-1     500
Methyl Ethyl Ketone Peroxide (concentration greater    1338-23-4    5000
 than 60%).........................................
Methyl Fluoroacetate...............................     453-18-9     100
Methyl Fluorosulfate...............................     421-20-5     100
Methyl Hydrazine...................................      60-34-4     100
Methyl Iodide......................................      74-88-4    7500
Methyl Isocyanate..................................     624-83-9     250
Methyl Mercaptan...................................      74-93-1    5000
Methyl Vinyl Ketone................................      79-84-4     100
Methyltrichlorosilane..............................      75-79-6     500
Nickel Carbonly (Nickel Tetracarbonyl).............   13463-39-3     150
Nitric Acid (94.5% by weight or greater)...........    7697-37-2     500
Nitric Oxide.......................................   10102-43-9     250
Nitroaniline (para Nitroaniline....................     100-01-6    5000
Nitromethane.......................................      75-52-5    2500
Nitrogen Dioxide...................................   10102-44-0     250
Nitrogen Oxides (NO; NO(2); N2O4; N2O3)............   10102-44-0     250
Nitrogen Tetroxide (also called Nitrogen Peroxide).   10544-72-6     250
Nitrogen Trifluoride...............................    7783-54-2    5000
Nitrogen Trioxide..................................   10544-73-7     250
Oleum (65% to 80% by weight; also called Fuming        8014-94-7    1000
 Sulfuric Acid)....................................
Osmium Tetroxide...................................   20816-12-0     100
Oxygen Difluoride (Fluorine Monoxide)..............    7783-41-7     100
Ozone..............................................   10028-15-6     100
Pentaborane........................................   19624-22-7     100
Peracetic Acid (concentration greater 60% Acetic         79-21-0    1000
 Acid; also called Peroxyacetic Acid)..............
Perchloric Acid (concentration greater than 60% by     7601-90-3    5000
 weight)...........................................
Perchloromethyl Mercaptan..........................     594-42-3     150
Perchloryl Fluoride................................    7616-94-6    5000
Peroxyacetic Acid (concentration greater than 60%        79-21-0    1000
 Acetic Acid; also called Peracetic Acid)..........
Phosgene (also called Carbonyl Chloride)...........      75-44-5     100
Phosphine (Hydrogen Phosphide).....................    7803-51-2     100

[[Page 126]]

 
Phosphorus Oxychloride (also called Phosphoryl        10025-87-3    1000
 Chloride).........................................
Phosphorus Trichloride.............................    7719-12-2    1000
Phosphoryl Chloride (also called Phosphorus           10025-87-3    1000
 Oxychloride)......................................
Propargyl Bromide..................................     106-96-7     100
Propyl Nitrate.....................................      627-3-4    2500
Sarin..............................................     107-44-8     100
Selenium Hexafluoride..............................    7783-79-1    1000
Stibine (Antimony Hydride).........................    7803-52-3     500
Sulfur Dioxide (liquid)............................    7446-09-5    1000
Sulfur Pentafluoride...............................    5714-22-7     250
Sulfur Tetrafluoride...............................    7783-60-0     250
Sulfur Trioxide (also called Sulfuric Anhydride)...    7446-11-9    1000
Sulfuric Anhydride (also called Sulfur Trioxide)...    7446-11-9    1000
Tellurium Hexafluoride.............................    7783-80-4     250
Tetrafluoroethylene................................     116-14-3    5000
Tetrafluorohydrazine...............................   10036-47-2    5000
Tetramethyl Lead...................................      75-74-1    1000
Thionyl Chloride...................................    7719-09-7     250
Trichloro (chloromethyl) Silane....................    1558-25-4     100
Trichloro (dichlorophenyl) Silane..................   27137-85-5    2500
Trichlorosilane....................................   10025-78-2    5000
Trifluorochloroethylene............................      79-38-9   10000
Trimethyoxysilane..................................    2487-90-3    1500
------------------------------------------------------------------------
* Chemical Abstract Service Number
** Threshold Quantity in Pounds (Amount necessary to be covered by this
  standard.)


[[Page 127]]

 Appendix B to Sec. 1926.64--Block Flow Diagram and Simplified Process 
                       Flow Diagram (Nonmandatory)
[GRAPHIC] [TIFF OMITTED] TC30OC91.008


[[Page 128]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.009

 Appendix C to Sec. 1926.64--Compliance Guidelines and Recommendations 
              for Process Safety Management (Nonmandatory)

    This appendix serves as a nonmandatory guideline to assist employers 
and employees in complying with the requirements of this section, as 
well as provides other helpful recommendations and information. Examples 
presented in this appendix are not the only means of achieving the 
performance goals in the standard. This appendix neither adds nor 
detracts from the requirements of the standard.
    1. Introduction to Process Safety Management. The major objective of 
process safety management of highly hazardous chemicals is to prevent 
unwanted releases of hazardous chemicals especially into locations which 
could expose employees and others to serious hazards. An effective 
process safety management program requires a systematic approach to 
evaluating the whole process. Using this approach the process design, 
process technology, operational and maintenance activities and 
procedures, nonroutine activities and procedures, emergency preparedness 
plans and procedures, training programs, and other elements which impact 
the process are all considered in the evaluation. The various lines of 
defense that have been incorporated

[[Page 129]]

into the design and operation of the process to prevent or mitigate the 
release of hazardous chemicals need to be evaluated and strengthened to 
assure their effectiveness at each level. Process safety management is 
the proactive identification, evaluation and mitigation or prevention of 
chemical releases that could occur as a result of failures in process, 
procedures or equipment.
    The process safety management standard targets highly hazardous 
chemicals that have the potential to cause a catastrophic incident. This 
standard as a whole is to aid employers in their efforts to prevent or 
mitigate episodic chemical releases that could lead to a catastrophe in 
the workplace and possibly to the surrounding community. To control 
these types of hazards, employers need to develop the necessary 
expertise, experiences, judgement and proactive initiative within their 
workforce to properly implement and maintain an effective process safety 
management program as envisioned in the OSHA standard. This OSHA 
standard is required by the Clean Air Act Amendments as is the 
Environmental Protection Agency's Risk Management Plan. Employers, who 
merge the two sets of requirements into their process safety management 
program, will better assure full compliance with each as well as 
enhancing their relationship with the local community.
    While OSHA believes process safety management will have a positive 
effect on the safety of employees in workplaces and also offers other 
potential benefits to employers (increased productivity), smaller 
businesses which may have limited resources available to them at this 
time, might consider alternative avenues of decreasing the risks 
associated with highly hazardous chemicals at their workplaces. One 
method which might be considered is the reduction in the inventory of 
the highly hazardous chemical. This reduction in inventory will result 
in a reduction of the risk or potential for a catastrophic incident. 
Also, employers including small employers may be able to establish more 
efficient inventory control by reducing the quantities of highly 
hazardous chemicals on site below the established threshold quantities. 
This reduction can be accomplished by ordering smaller shipments and 
maintaining the minimum inventory necessary for efficient and safe 
operation. When reduced inventory is not feasible, then the employer 
might consider dispersing inventory to several locations on site. 
Dispersing storage into locations where a release in one location will 
not cause a release in another location is a practical method to also 
reduce the risk or potential for catastrophic incidents.
    2. Employee Involvement in Process Safety Management. Section 304 of 
the Clean Air Act Amendments states that employers are to consult with 
their employees and their representatives regarding the employers 
efforts in the development and implementation of the process safety 
management program elements and hazard assessments. Section 304 also 
requires employers to train and educate their employees and to inform 
affected employees of the findings from incident investigations required 
by the process safety management program. Many employers, under their 
safety and health programs, have already established means and methods 
to keep employees and their representatives informed about relevant 
safety and health issues and employers may be able to adapt these 
practices and procedures to meet their obligations under this standard. 
Employers who have not implemented an occupational safety and health 
program may wish to form a safety and health committee of employees and 
management representatives to help the employer meet the obligations 
specified by this standard. These committees can become a significant 
ally in helping the employer to implement and maintain an effective 
process safety management program for all employees.
    3. Process Safety Information. Complete and accurate written 
information concerning process chemicals, process technology, and 
process equipment is essential to an effective process safety management 
program and to a process hazards analysis. The compiled information will 
be a necessary resource to a variety of users including the team that 
will perform the process hazards analysis as required under paragraph 
(e); those developing the training programs and the operating 
procedures;

[[Page 130]]

contractors whose employees will be working with the process; those 
conducting the pre-startup reviews; local emergency preparedness 
planners; and insurance and enforcement officials.
    The information to be compiled about the chemicals, including 
process intermediates, needs to be comprehensive enough for an accurate 
assessment of the fire and explosion characteristics, reactivity 
hazards, the safety and health hazards to workers, and the corrosion and 
erosion effects on the process equipment and monitoring tools. Current 
material safety data sheet (MSDS) information can be used to help meet 
this requirement which must be supplemented with process chemistry 
information including runaway reaction and over pressure hazards if 
applicable.
    Process technology information will be a part of the process safety 
information package and it is expected that it will include diagrams of 
the type shown in Appendix B of this section as well as employer 
established criteria for maximum inventory levels for process chemicals; 
limits beyond which would be considered upset conditions; and a 
qualitative estimate of the consequences or results of deviation that 
could occur if operating beyond the established process limits. 
Employers are encouraged to use diagrams which will help users 
understand the process.
    A block flow diagram is used to show the major process equipment and 
interconnecting process flow lines and show flow rates, stream 
composition, temperatures, and pressures when necessary for clarity. The 
block flow diagram is a simplified diagram.
    Process flow diagrams are more complex and will show all main flow 
streams including valves to enhance the understanding of the process, as 
well as pressures and temperatures on all feed and product lines within 
all major vessels, in and out of headers and heat exchangers, and points 
of pressure and temperature control. Also, materials of construction 
information, pump capacities and pressure heads, compressor horsepower 
and vessel design pressures and temperatures are shown when necessary 
for clarity. In addition, major components of control loops are usually 
shown along with key utilities on process flow diagrams.
    Piping and instrument diagrams (P&Ids) may be the more appropriate 
type of diagrams to show some of the above details and to display the 
information for the piping designer and engineering staff. The P&IDs are 
to be used to describe the relationships between equipment and 
instrumentation as well as other relevant information that will enhance 
clarity. Computer software programs which do P&Ids or other diagrams 
useful to the information package, may be used to help meet this 
requirement.
    The information pertaining to process equipment design must be 
documented. In other words, what were the codes and standards relied on 
to establish good engineering practice. These codes and standards are 
published by such organizations as the American Society of Mechanical 
Engineers, American Petroleum Institute, American National Standards 
Institute, National Fire Protection Association, American Society for 
Testing and Materials, National Board of Boiler and Pressure Vessel 
Inspectors, National Association of Corrosion Engineers, American 
Society of Exchange Manufacturers Association, and model building code 
groups.
    In addition, various engineering societies issue technical reports 
which impact process design. For example, the American Institute of 
Chemical Engineers has published technical reports on topics such as two 
phase flow for venting devices. This type of technically recognized 
report would constitute good engineering practice.
    For existing equipment designed and constructed many years ago in 
accordance with the codes and standards available at that time and no 
longer in general use today, the employer must document which codes and 
standards were used and that the design and construction along with the 
testing, inspection and operation are still suitable for the intended 
use. Where the process technology requires a design which departs from 
the applicable codes and standards, the employer must document that the 
design and construction is suitable for the intended purpose.

[[Page 131]]

    4. Process Hazard Analysis. A process hazard analysis (PHA), 
sometimes called a process hazard evaluation, is one of the most 
important elements of the process safety management program. A PHA is an 
organized and systematic effort to identify and analyze the significance 
of potential hazards associated with the processing or handling of 
highly hazardous chemicals. A PHA provides information which will assist 
employers and employees in making decisions for improving safety and 
reducing the consequences of unwanted or unplanned releases of hazardous 
chemicals. A PHA is directed toward analyzing potential causes and 
consequences of fires, explosions, releases of toxic or flammable 
chemicals and major spills of hazardous chemicals. The PHA focuses on 
equipment, instrumentation, utilities, human actions (routine and 
nonroutine), and external factors that might impact the process. These 
considerations assist in determining the hazards and potential failure 
points or failure modes in a process.
    The selection of a PHA methodology or technique will be influenced 
by many factors including the amount of existing knowledge about the 
process. Is it a process that has been operated for a long period of 
time with little or no innovation and extensive experience has been 
generated with its use? Or, is it a new process or one which has been 
changed frequently by the inclusion of innovative features? Also, the 
size and complexity of the process will influence the decision as to the 
appropriate PHA methodology to use. All PHA methodologies are subject to 
certain limitations. For example, the checklist methodology works well 
when the process is very stable and no changes are made, but it is not 
as effective when the process has undergone extensive change. The 
checklist may miss the most recent changes and consequently the changes 
would not be evaluated. Another limitation to be considered concerns the 
assumptions made by the team or analyst. The PHA is dependent on good 
judgement and the assumptions made during the study need to be 
documented and understood by the team and reviewer and kept for a future 
PHA.
    The team conducting the PHA need to understand the methodology that 
is going to be used. A PHA team can vary in size from two people to a 
number of people with varied operational and technical backgrounds. Some 
team members may only be a part of the team for a limited time. The team 
leader needs to be fully knowledgeable in the proper implementation of 
the PHA methodology that is to be used and should be impartial in the 
evaluation. The other full or part time team members need to provide the 
team with expertise in areas such as process technology, process design, 
operating procedures and practices, including how the work is actually 
performed, alarms, emergency procedures, instrumentation, maintenance 
procedures, both routine and nonroutine tasks, including how the tasks 
are authorized, procurement of parts and supplies, safety and health, 
and any other relevant subject as the need dictates. At least one team 
member must be familiar with the process.
    The ideal team will have an intimate knowledge of the standards, 
codes, specifications and regulations applicable to the process being 
studied. The selected team members need to be compatible and the team 
leader needs to be able to manage the team and the PHA study. The team 
needs to be able to work together while benefiting from the expertise of 
others on the team or outside the team, to resolve issues, and to forge 
a consensus on the findings of the study and the recommendations.
    The application of a PHA to a process may involve the use of 
different methodologies for various parts of the process. For example, a 
process involving a series of unit operations of varying sizes, 
complexities, and ages may use different methodologies and team members 
for each operation. Then the conclusions can be integrated into one 
final study and evaluation. A more specific example is the use of a 
checklist PHA for a standard boiler or heat exchanger and the use of a 
Hazard and Operability PHA for the overall process. Also, for batch type 
processes like custom batch operations, a generic PHA of a 
representative batch may be used where there are only small

[[Page 132]]

changes of monomer or other ingredient ratios and the chemistry is 
documented for the full range and ratio of batch ingredients. Another 
process that might consider using a generic type of PHA is a gas plant. 
Often these plants are simply moved from site to site and therefore, a 
generic PHA may be used for these movable plants. Also, when an employer 
has several similar size gas plants and no sour gas is being processed 
at the site, then a generic PHA is feasible as long as the variations of 
the individual sites are accounted for in the PHA. Finally, when an 
employer has a large continuous process which has several control rooms 
for different portions of the process such as for a distillation tower 
and a blending operation, the employer may wish to do each segment 
separately and then integrate the final results.
    Additionally, small businesses which are covered by this rule, will 
often have processes that have less storage volume, less capacity, and 
less complicated than processes at a large facility. Therefore, OSHA 
would anticipate that the less complex methodologies would be used to 
meet the process hazard analysis criteria in the standard. These process 
hazard analyses can be done in less time and with a few people being 
involved. A less complex process generally means that less data, P&IDs, 
and process information is needed to perform a process hazard analysis.
    Many small businesses have processes that are not unique, such as 
cold storage lockers or water treatment facilities. Where employer 
associations have a number of members with such facilities, a generic 
PHA, evolved from a checklist or what-if questions, could be developed 
and used by each employer effectively to reflect his/her particular 
process; this would simplify compliance for them.
    When the employer has a number of processes which require a PHA, the 
employer must set up a priority system of which PHAs to conduct first. A 
preliminary or gross hazard analysis may be useful in prioritizing the 
processes that the employer has determined are subject to coverage by 
the process safety management standard. Consideration should first be 
given to those processes with the potential of adversely affecting the 
largest number of employees. This prioritizing should consider the 
potential severity of a chemical release, the number of potentially 
affected employees, the operating history of the process such as the 
frequency of chemical releases, the age of the process and any other 
relevant factors. These factors would suggest a ranking order and would 
suggest either using a weighing factor system or a systematic ranking 
method. The use of a preliminary hazard analysis would assist an 
employer in determining which process should be of the highest priority 
and thereby the employer would obtain the greatest improvement in safety 
at the facility.
    Detailed guidance on the content and application of process hazard 
analysis methodologies is available from the American Institute of 
Chemical Engineers' Center for Chemical Process Safety (see Appendix D).
    5. Operating Procedures and Practices. Operating procedures describe 
tasks to be performed, data to be recorded, operating conditions to be 
maintained, samples to be collected, and safety and health precautions 
to be taken. The procedures need to be technically accurate, 
understandable to employees, and revised periodically to ensure that 
they reflect current operations. The process safety information package 
is to be used as a resource to better assure that the operating 
procedures and practices are consistent with the known hazards of the 
chemicals in the process and that the operating parameters are accurate. 
Operating procedures should be reviewed by engineering staff and 
operating personnel to ensure that they are accurate and provide 
practical instructions on how to actually carry out job duties safely.
    Operating procedures will include specific instructions or details 
on what steps are to be taken or followed in carrying out the stated 
procedures. These operating instructions for each procedure should 
include the applicable safety precautions and should contain appropriate 
information on safety implications. For example, the operating

[[Page 133]]

procedures addressing operating parameters will contain operating 
instructions about pressure limits, temperature ranges, flow rates, what 
to do when an upset condition occurs, what alarms and instruments are 
pertinent if an upset condition occurs, and other subjects. Another 
example of using operating instructions to properly implement operating 
procedures is in starting up or shutting down the process. In these 
cases, different parameters will be required from those of normal 
operation. These operating instructions need to clearly indicate the 
distinctions between startup and normal operations such as the 
appropriate allowances for heating up a unit to reach the normal 
operating parameters. Also the operating instructions need to describe 
the proper method for increasing the temperature of the unit until the 
normal operating temperature parameters are achieved.
    Computerized process control systems add complexity to operating 
instructions. These operating instructions need to describe the logic of 
the software as well as the relationship between the equipment and the 
control system; otherwise, it may not be apparent to the operator.
    Operating procedures and instructions are important for training 
operating personnel. The operating procedures are often viewed as the 
standard operating practices (SOPs) for operations. Control room 
personnel and operating staff, in general, need to have a full 
understanding of operating procedures. If workers are not fluent in 
English then procedures and instructions need to be prepared in a second 
language understood by the workers. In addition, operating procedures 
need to be changed when there is a change in the process as a result of 
the management of change procedures. The consequences of operating 
procedure changes need to be fully evaluated and the information 
conveyed to the personnel. For example, mechanical changes to the 
process made by the maintenance department (like changing a valve from 
steel to brass or other subtle changes) need to be evaluated to 
determine if operating procedures and practices also need to be changed. 
All management of change actions must be coordinated and integrated with 
current operating procedures and operating personnel must be oriented to 
the changes in procedures before the change is made. When the process is 
shutdown in order to make a change, then the operating procedures must 
be updated before startup of the process.
    Training in how to handle upset conditions must be accomplished as 
well as what operating personnel are to do in emergencies such as when a 
pump seal fails or a pipeline ruptures. Communication between operating 
personnel and workers performing work within the process area, such as 
nonroutine tasks, also must be maintained. The hazards of the tasks are 
to be conveyed to operating personnel in accordance with established 
procedures and to those performing the actual tasks. When the work is 
completed, operating personnel should be informed to provide closure on 
the job.
    6. Employee Training. All employees, including maintenance and 
contractor employees, involved with highly hazardous chemicals need to 
fully understand the safety and health hazards of the chemicals and 
processes they work with for the protection of themselves, their fellow 
employees and the citizens of nearby communities. Training conducted in 
compliance with 1926.59, the Hazard Communication standard, will help 
employees to be more knowledgeable about the chemicals they work with as 
well as familiarize them with reading and understanding MSDS. However, 
additional training in subjects such as operating procedures and safety 
work practices, emergency evacuation and response, safety procedures, 
routine and nonroutine work authorization activities, and other areas 
pertinent to process safety and health will need to be covered by an 
employer's training program.
    In establishing their training programs, employers must clearly 
define the employees to be trained and what subjects are to be covered 
in their training. Employers in setting up their training program will 
need to clearly establish the goals and objectives they wish to achieve 
with the training that they provide to their employees. The learning 
goals or objectives should be

[[Page 134]]

written in clear measurable terms before the training begins. These 
goals and objectives need to be tailored to each of the specific 
training modules or segments. Employers should describe the important 
actions and conditions under which the employee will demonstrate 
competence or knowledge as well as what is acceptable performance.
    Hands-on-training where employees are able to use their senses 
beyond listening, will enhance learning. For example, operating 
personnel, who will work in a control room or at control panels, would 
benefit by being trained at a simulated control panel or panels. Upset 
conditions of various types could be displayed on the simulator, and 
then the employee could go through the proper operating procedures to 
bring the simulator panel back to the normal operating parameters. A 
training environment could be created to help the trainee feel the full 
reality of the situation but, of course, under controlled conditions. 
This realistic type of training can be very effective in teaching 
employees correct procedures while allowing them to also see the 
consequences of what might happens if they do not follow established 
operating procedures. Other training techniques using videos or on-the-
job training can also be very effective for teaching other job tasks, 
duties, or other important information. An effective training program 
will allow the employee to fully participate in the training process and 
to practice their skill or knowledge.
    Employers need to periodically evaluate their training programs to 
see if the necessary skills, knowledge, and routines are being properly 
understood and implemented by their trained employees. The means or 
methods for evaluating the training should be developed along with the 
training program goals and objectives. Training program evaluation will 
help employers to determine the amount of training their employees 
understood, and whether the desired results were obtained. If, after the 
evaluation, it appears that the trained employees are not at the level 
of knowledge and skill that was expected, the employer will need to 
revise the training program, provide retraining, or provide more 
frequent refresher training sessions until the deficiency is resolved. 
Those who conducted the training and those who received the training 
should also be consulted as to how best to improve the training process. 
If there is a language barrier, the language known to the trainees 
should be used to reinforce the training messages and information.
    Careful consideration must be given to assure that employees 
including maintenance and contract employees receive current and updated 
training. For example, if changes are made to a process, impacted 
employees must be trained in the changes and understand the effects of 
the changes on their job tasks (e.g., any new operating procedures 
pertinent to their tasks). Additionally, as already discussed the 
evaluation of the employee's absorption of training will certainly 
influence the need for training.
    7. Contractors. Employers who use contractors to perform work in and 
around processes that involve highly hazardous chemicals, will need to 
establish a screening process so that they hire and use contractors who 
accomplish the desired job tasks without compromising the safety and 
health of employees at a facility. For contractors, whose safety 
performance on the job is not known to the hiring employer, the employer 
will need to obtain information on injury and illness rates and 
experience and should obtain contractor references. Additionally, the 
employer must assure that the contractor has the appropriate job skills, 
knowledge and certifications (such as for pressure vessel welders). 
Contractor work methods and experiences should be evaluated. For 
example, does the contractor conducting demolition work swing loads over 
operating processes or does the contractor avoid such hazards?
    Maintaining a site injury and illness log for contractors is another 
method employers must use to track and maintain current knowledge of 
work activities involving contract employees working on or adjacent to 
covered processes. Injury and illness logs of both the employer's 
employees and contract employees allow an employer

[[Page 135]]

to have full knowledge of process injury and illness experience. This 
log will also contain information which will be of use to those auditing 
process safety management compliance and those involved in incident 
investigations.
    Contract employees must perform their work safely. Considering that 
contractors often perform very specialized and potentially hazardous 
tasks such as confined space entry activities and nonroutine repair 
activities it is quite important that their activities be controlled 
while they are working on or near a covered process. A permit system or 
work authorization system for these activities would also be helpful to 
all affected employers. The use of a work authorization system keeps an 
employer informed of contract employee activities, and as a benefit the 
employer will have better coordination and more management control over 
the work being performed in the process area. A well run and well 
maintained process where employee safety is fully recognized will 
benefit all of those who work in the facility whether they be contract 
employees or employees of the owner.
    8. Pre-Startup Safety. For new processes, the employer will find a 
PHA helpful in improving the design and construction of the process from 
a reliability and quality point of view. The safe operation of the new 
process will be enhanced by making use of the PHA recommendations before 
final installations are completed. P&IDs are to be completed along with 
having the operating procedures in place and the operating staff trained 
to run the process before startup. The initial startup procedures and 
normal operating procedures need to be fully evaluated as part of the 
pre-startup review to assure a safe transfer into the normal operating 
mode for meeting the process parameters.
    For existing processes that have been shutdown for turnaround, or 
modification, etc., the employer must assure that any changes other than 
``replacement in kind'' made to the process during shutdown go through 
the management of change procedures. P&IDs will need to be updated as 
necessary, as well as operating procedures and instructions. If the 
changes made to the process during shutdown are significant and impact 
the training program, then operating personnel as well as employees 
engaged in routine and nonroutine work in the process area may need some 
refresher or additional training in light of the changes. Any incident 
investigation recommendations, compliance audits or PHA recommendations 
need to be reviewed as well to see what impacts they may have on the 
process before beginning the startup.
    9. Mechanical Integrity. Employers will need to review their 
maintenance programs and schedules to see if there are areas where 
``breakdown'' maintenance is used rather than an on-going mechanical 
integrity program. Equipment used to process, store, or handle highly 
hazardous chemicals needs to be designed, constructed, installed and 
maintained to minimize the risk of releases of such chemicals. This 
requires that a mechanical integrity program be in place to assure the 
continued integrity of process equipment. Elements of a mechanical 
integrity program include the identification and categorization of 
equipment and instrumentation, inspections and tests, testing and 
inspection frequencies, development of maintenance procedures, training 
of maintenance personnel, the establishment of criteria for acceptable 
test results, documentation of test and inspection results, and 
documentation of manufacturer recommendations as to meantime to failure 
for equipment and instrumentation.
    The first line of defense an employer has available is to operate 
and maintain the process as designed, and to keep the chemicals 
contained. This line of defense is backed up by the next line of defense 
which is the controlled release of chemicals through venting to 
scrubbers or flares, or to surge or overflow tanks which are designed to 
receive such chemicals, etc. These lines of defense are the primary 
lines of defense or means to prevent unwanted releases. The secondary 
lines of defense would include fixed fire protection systems like 
sprinklers, water spray, or deluge systems, monitor guns, etc., dikes, 
designed drainage systems, and other systems which would control or 
mitigate hazardous chemicals once an

[[Page 136]]

unwanted release occurs. These primary and secondary lines of defense 
are what the mechanical integrity program needs to protect and 
strengthen these primary and secondary lines of defenses where 
appropriate.
    The first step of an effective mechanical integrity program is to 
compile and categorize a list of process equipment and instrumentation 
for inclusion in the program. This list would include pressure vessels, 
storage tanks, process piping, relief and vent systems, fire protection 
system components, emergency shutdown systems and alarms and interlocks 
and pumps. For the categorization of instrumentation and the listed 
equipment the employer would prioritize which pieces of equipment 
require closer scrutiny than others. Meantime to failure of various 
instrumentation and equipment parts would be known from the 
manufacturers data or the employer's experience with the parts, which 
would then influence the inspection and testing frequency and associated 
procedures. Also, applicable codes and standards such as the National 
Board Inspection Code, or those from the American Society for Testing 
and Material, American Petroleum Institute, National Fire Protection 
Association, American National Standards Institute, American Society of 
Mechanical Engineers, and other groups, provide information to help 
establish an effective testing and inspection frequency, as well as 
appropriate methodologies.
    The applicable codes and standards provide criteria for external 
inspections for such items as foundation and supports, anchor bolts, 
concrete or steel supports, guy wires, nozzles and sprinklers, pipe 
hangers, grounding connections, protective coatings and insulation, and 
external metal surfaces of piping and vessels, etc. These codes and 
standards also provide information on methodologies for internal 
inspection, and a frequency formula based on the corrosion rate of the 
materials of construction. Also, erosion both internal and external 
needs to be considered along with corrosion effects for piping and 
valves. Where the corrosion rate is not known, a maximum inspection 
frequency is recommended, and methods of developing the corrosion rate 
are available in the codes. Internal inspections need to cover items 
such as vessel shell, bottom and head; metallic linings; nonmetallic 
linings; thickness measurements for vessels and piping; inspection for 
erosion, corrosion, cracking and bulges; internal equipment like trays, 
baffles, sensors and screens for erosion, corrosion or cracking and 
other deficiencies. Some of these inspections may be performed by state 
or local government inspectors under state and local statutes. However, 
each employer needs to develop procedures to ensure that tests and 
inspections are conducted properly and that consistency is maintained 
even where different employees may be involved. Appropriate training is 
to be provided to maintenance personnel to ensure that they understand 
the preventive maintenance program procedures, safe practices, and the 
proper use and application of special equipment or unique tools that may 
be required. This training is part of the overall training program 
called for in the standard.
    A quality assurance system is needed to help ensure that the proper 
materials of construction are used, that fabrication and inspection 
procedures are proper, and that installation procedures recognize field 
installation concerns. The quality assurance program is an essential 
part of the mechanical integrity program and will help to maintain the 
primary and secondary lines of defense that have been designed into the 
process to prevent unwanted chemical releases or those which control or 
mitigate a release. ``As built'' drawings, together with certifications 
of coded vessels and other equipment, and materials of construction need 
to be verified and retained in the quality assurance documentation. 
Equipment installation jobs need to be properly inspected in the field 
for use of proper materials and procedures and to assure that qualified 
craftsmen are used to do the job. The use of appropriate gaskets, 
packing, bolts, valves, lubricants and welding rods need to be verified 
in the field. Also, procedures for installation of safety devices need 
to be verified, such as the torque on the bolts on ruptured disc 
installations, uniform torque on flange bolts,

[[Page 137]]

proper installation of pump seals, etc. If the quality of parts is a 
problem, it may be appropriate to conduct audits of the equipment 
supplier's facilities to better assure proper purchases of required 
equipment which is suitable for its intended service. Any changes in 
equipment that may become necessary will need to go through the 
management of change procedures.
    10. Nonroutine Work Authorizations. Nonroutine work which is 
conducted in process areas needs to be controlled by the employer in a 
consistent manner. The hazards identified involving the work that is to 
be accomplished must be communicated to those doing the work, but also 
to those operating personnel whose work could affect the safety of the 
process. A work authorization notice or permit must have a procedure 
that describes the steps the maintenance supervisor, contractor 
representative or other person needs to follow to obtain the necessary 
clearance to get the job started. The work authorization procedures need 
to reference and coordinate, as applicable, lockout/tagout procedures, 
line breaking procedures, confined space entry procedures and hot work 
authorizations. This procedure also needs to provide clear steps to 
follow once the job is completed in order to provide closure for those 
that need to know the job is now completed and equipment can be returned 
to normal.
    11. Managing Change. To properly manage changes to process 
chemicals, technology, equipment and facilities, one must define what is 
meant by change. In this process safety management standard, change 
includes all modifications to equipment, procedures, raw materials and 
processing conditions other than ``replacement in kind.'' These changes 
need to be properly managed by identifying and reviewing them prior to 
implementation of the change. For example, the operating procedures 
contain the operating parameters (pressure limits, temperature ranges, 
flow rates, etc.) and the importance of operating within these limits. 
While the operator must have the flexibility to maintain safe operation 
within the established parameters, any operation outside of these 
parameters requires review and approval by a written management of 
change procedure.
    Management of change covers such as changes in process technology 
and changes to equipment and instrumentation. Changes in process 
technology can result from changes in production rates, raw materials, 
experimentation, equipment unavailability, new equipment, new product 
development, change in catalyst and changes in operating conditions to 
improve yield or quality. Equipment changes include among others change 
in materials of construction, equipment specifications, piping pre-
arrangements, experimental equipment, computer program revisions and 
changes in alarms and interlocks. Employers need to establish means and 
methods to detect both technical changes and mechanical changes.
    Temporary changes have caused a number of catastrophes over the 
years, and employers need to establish ways to detect temporary changes 
as well as those that are permanent. It is important that a time limit 
for temporary changes be established and monitored since, without 
control, these changes may tend to become permanent. Temporary changes 
are subject to the management of change provisions. In addition, the 
management of change procedures are used to insure that the equipment 
and procedures are returned to their original or designed conditions at 
the end of the temporary change. Proper documentation and review of 
these changes is invaluable in assuring that the safety and health 
considerations are being incorporated into the operating procedures and 
the process.
    Employers may wish to develop a form or clearance sheet to 
facilitate the processing of changes through the management of change 
procedures. A typical change form may include a description and the 
purpose of the change, the technical basis for the change, safety and 
health considerations, documentation of changes for the operating 
procedures, maintenance procedures, inspection and testing, P&IDs, 
electrical classification, training and communications, pre-startup 
inspection, duration if a temporary change, approvals and authorization. 
Where the impact of the change is

[[Page 138]]

minor and well understood, a check list reviewed by an authorized person 
with proper communication to others who are affected may be sufficient. 
However, for a more complex or significant design change, a hazard 
evaluation procedure with approvals by operations, maintenance, and 
safety departments may be appropriate. Changes in documents such as 
P&IDs, raw materials, operating procedures, mechanical integrity 
programs, electrical classifications, etc., need to be noted so that 
these revisions can be made permanent when the drawings and procedure 
manuals are updated. Copies of process changes need to be kept in an 
accessible location to ensure that design changes are available to 
operating personnel as well as to PHA team members when a PHA is being 
done or one is being updated.
    12. Investigation of Incidents. Incident investigation is the 
process of identifying the underlying causes of incidents and 
implementing steps to prevent similar events from occurring. The intent 
of an incident investigation is for employers to learn from past 
experiences and thus avoid repeating past mistakes. The incidents for 
which OSHA expects employers to become aware and to investigate are the 
types of events which result in or could reasonably have resulted in a 
catastrophic release. Some of the events are sometimes referred to as 
``near misses,'' meaning that a serious consequence did not occur, but 
could have.
    Employers need to develop in-house capability to investigate 
incidents that occur in their facilities. A team needs to be assembled 
by the employer and trained in the techniques of investigation including 
how to conduct interviews of witnesses, needed documentation and report 
writing. A multi-disciplinary team is better able to gather the facts of 
the event and to analyze them and develop plausible scenarios as to what 
happened, and why. Team members should be selected on the basis of their 
training, knowledge and ability to contribute to a team effort to fully 
investigate the incident. Employees in the process area where the 
incident occurred should be consulted, interviewed or made a member of 
the team. Their knowledge of the events form a significant set of facts 
about the incident which occurred. The report, its findings and 
recommendations are to be shared with those who can benefit from the 
information. The cooperation of employees is essential to an effective 
incident investigation. The focus of the investigation should be to 
obtain facts, and not to place blame. The team and the investigation 
process should clearly deal with all involved individuals in a fair, 
open and consistent manner.
    13. Emergency Preparedness. Each employer must address what actions 
employees are to take when there is an unwanted release of highly 
hazardous chemicals. Emergency preparedness or the employer's tertiary 
(third) lines of defense are those that will be relied on along with the 
secondary lines of defense when the primary lines of defense which are 
used to prevent an unwanted release fail to stop the release. Employers 
will need to decide if they want employees to handle and stop small or 
minor incidental releases. Whether they wish to mobilize the available 
resources at the plant and have them brought to bear on a more 
significant release. Or whether employers want their employees to 
evacuate the danger area and promptly escape to a preplanned safe zone 
area, and allow the local community emergency response organizations to 
handle the release. Or whether the employer wants to use some 
combination of these actions. Employers will need to select how many 
different emergency preparedness or tertiary lines of defense they plan 
to have and then develop the necessary plans and procedures, and 
appropriately train employees in their emergency duties and 
responsibilities and then implement these lines of defense.
    Employers at a minimum must have an emergency action plan which will 
facilitate the prompt evacuation of employees when an unwanted release 
of highly hazardous chemical. This means that the employer will have a 
plan that will be activated by an alarm system to alert employees when 
to evacuate and, that employees who are physically impaired, will have 
the necessary support and assistance to get them to the safe zone as 
well. The intent of these

[[Page 139]]

requirements is to alert and move employees to a safe zone quickly. 
Delaying alarms or confusing alarms are to be avoided. The use of 
process control centers or similar process buildings in the process area 
as safe areas is discouraged. Recent catastrophes have shown that a 
large life loss has occurred in these structures because of where they 
have been sited and because they are not necessarily designed to 
withstand over-pressures from shockwaves resulting from explosions in 
the process area.
    Unwanted incidental releases of highly hazardous chemicals in the 
process area must be addressed by the employer as to what actions 
employees are to take. If the employer wants employees to evacuate the 
area, then the emergency action plan will be activated. For outdoor 
processes where wind direction is important for selecting the safe route 
to a refuge area, the employer should place a wind direction indicator 
such as a wind sock or pennant at the highest point that can be seen 
throughout the process area. Employees can move in the direction of 
cross wind to upwind to gain safe access to the refuge area by knowing 
the wind direction.
    If the employer wants specific employees in the release area to 
control or stop the minor emergency or incidental release, these actions 
must be planned for in advance and procedures developed and implemented. 
Preplanning for handling incidental releases for minor emergencies in 
the process area needs to be done, appropriate equipment for the hazards 
must be provided, and training conducted for those employees who will 
perform the emergency work before they respond to handle an actual 
release. The employer's training program, including the Hazard 
Communication standard training is to address the training needs for 
employees who are expected to handle incidental or minor releases.
    Preplanning for releases that are more serious than incidental 
releases is another important line of defense to be used by the 
employer. When a serious release of a highly hazardous chemical occurs, 
the employer through preplanning will have determined in advance what 
actions employees are to take. The evacuation of the immediate release 
area and other areas as necessary would be accomplished under the 
emergency action plan. If the employer wishes to use plant personnel 
such as a fire brigade, spill control team, a hazardous materials team, 
or use employees to render aid to those in the immediate release area 
and control or mitigate the incident, these actions are covered by 
1926.65, the Hazardous Waste Operations and Emergency Response 
(HAZWOPER) standard. If outside assistance is necessary, such as through 
mutual aid agreements between employers or local government emergency 
response organizations, these emergency responders are also covered by 
HAZWOPER. The safety and health protections required for emergency 
responders are the responsibility of their employers and of the on-scene 
incident commander.
    Responders may be working under very hazardous conditions and 
therefore the objective is to have them competently led by an on-scene 
incident commander and the commander's staff, properly equipped to do 
their assigned work safely, and fully trained to carry out their duties 
safely before they respond to an emergency. Drills, training exercises, 
or simulations with the local community emergency response planners and 
responder organizations is one means to obtain better preparedness. This 
close cooperation and coordination between plant and local community 
emergency preparedness managers will also aid the employer in complying 
with the Environmental Protection Agency's Risk Management Plan 
criteria.
    One effective way for medium to large facilities to enhance 
coordination and communication during emergencies for on plant 
operations and with local community organizations is for employers to 
establish and equip an emergency control center. The emergency control 
center would be sited in a safe zone area so that it could be occupied 
throughout the duration of an emergency. The center would serve as the 
major communication link between the on-scene incident commander and 
plant or corporate management as well as with the local community 
officials. The communication equipment in the

[[Page 140]]

emergency control center should include a network to receive and 
transmit information by telephone, radio or other means. It is important 
to have a backup communication network in case of power failure or one 
communication means fails. The center should also be equipped with the 
plant layout and community maps, utility drawings including fire water, 
emergency lighting, appropriate reference materials such as a government 
agency notification list, company personnel phone list, SARA Title III 
reports and material safety data sheets, emergency plans and procedures 
manual, a listing with the location of emergency response equipment, 
mutual aid information, and access to meteorological or weather 
condition data and any dispersion modeling data.
    14. Compliance Audits. Employers need to select a trained individual 
or assemble a trained team of people to audit the process safety 
management system and program. A small process or plant may need only 
one knowledgeable person to conduct an audit. The audit is to include an 
evaluation of the design and effectiveness of the process safety 
management system and a field inspection of the safety and health 
conditions and practices to verify that the employer's systems are 
effectively implemented. The audit should be conducted or lead by a 
person knowledgeable in audit techniques and who is impartial towards 
the facility or area being audited. The essential elements of an audit 
program include planning, staffing, conducting the audit, evaluation and 
corrective action, follow-up and documentation.
    Planning in advance is essential to the success of the auditing 
process. Each employer needs to establish the format, staffing, 
scheduling and verification methods prior to conducting the audit. The 
format should be designed to provide the lead auditor with a procedure 
or checklist which details the requirements of each section of the 
standard. The names of the audit team members should be listed as part 
of the format as well. The checklist, if properly designed, could serve 
as the verification sheet which provides the auditor with the necessary 
information to expedite the review and assure that no requirements of 
the standard are omitted. This verification sheet format could also 
identify those elements that will require evaluation or a response to 
correct deficiencies. This sheet could also be used for developing the 
follow-up and documentation requirements.
    The selection of effective audit team members is critical to the 
success of the program. Team members should be chosen for their 
experience, knowledge, and training and should be familiar with the 
processes and with auditing techniques, practices and procedures. The 
size of the team will vary depending on the size and complexity of the 
process under consideration. For a large, complex, highly instrumented 
plant, it may be desirable to have team members with expertise in 
process engineering and design, process chemistry, instrumentation and 
computer controls, electrical hazards and classifications, safety and 
health disciplines, maintenance, emergency preparedness, warehousing or 
shipping, and process safety auditing. The team may use part-time 
members to provide for the depth of expertise required as well as for 
what is actually done or followed, compared to what is written.
    An effective audit includes a review of the relevant documentation 
and process safety information, inspection of the physical facilities, 
and interviews with all levels of plant personnel. Utilizing the audit 
procedure and checklist developed in the preplanning stage, the audit 
team can systematically analyze compliance with the provisions of the 
standard and any other corporate policies that are relevant. For 
example, the audit team will review all aspects of the training program 
as part of the overall audit. The team will review the written training 
program for adequacy of content, frequency of training, effectiveness of 
training in terms of its goals and objectives as well as to how it fits 
into meeting the standard's requirements, documentation, etc. Through 
interviews, the team can determine the employee's knowledge and 
awareness of the safety procedures, duties, rules, emergency response 
assignments, etc. During the inspection, the team can observe actual 
practices such as safety and health policies, procedures, and

[[Page 141]]

work authorization practices. This approach enables the team to identify 
deficiencies and determine where corrective actions or improvements are 
necessary.
    An audit is a technique used to gather sufficient facts and 
information, including statistical information, to verify compliance 
with standards. Auditors should select as part of their preplanning a 
sample size sufficient to give a degree of confidence that the audit 
reflects the level of compliance with the standard. The audit team, 
through this systematic analysis, should document areas which require 
corrective action as well as those areas where the process safety 
management system is effective and working in an effective manner. This 
provides a record of the audit procedures and findings, and serves as a 
baseline of operation data for future audits. It will assist future 
auditors in determining changes or trends from previous audits.
    Corrective action is one of the most important parts of the audit. 
It includes not only addressing the identified deficiencies, but also 
planning, followup, and documentation. The corrective action process 
normally begins with a management review of the audit findings. The 
purpose of this review is to determine what actions are appropriate, and 
to establish priorities, timetables, resource allocations and 
requirements and responsibilities. In some cases, corrective action may 
involve a simple change in procedure or minor maintenance effort to 
remedy the concern. Management of change procedures need to be used, as 
appropriate, even for what may seem to be a minor change. Many of the 
deficiencies can be acted on promptly, while some may require 
engineering studies or indepth review of actual procedures and 
practices. There may be instances where no action is necessary and this 
is a valid response to an audit finding. All actions taken, including an 
explanation where no action is taken on a finding, needs to be 
documented as to what was done and why.
    It is important to assure that each deficiency identified is 
addressed, the corrective action to be taken noted, and the audit person 
or team responsible be properly documented by the employer. To control 
the corrective action process, the employer should consider the use of a 
tracking system. This tracking system might include periodic status 
reports shared with affected levels of management, specific reports such 
as completion of an engineering study, and a final implementation report 
to provide closure for audit findings that have been through management 
of change, if appropriate, and then shared with affected employees and 
management. This type of tracking system provides the employer with the 
status of the corrective action. It also provides the documentation 
required to verify that appropriate corrective actions were taken on 
deficiencies identified in the audit.

      Appendix D to Sec. 1926.64--Sources of Further Information 
                             (Nonmandatory)

    1. Center for Chemical Process Safety, American Institute of 
Chemical Engineers, 345 East 47th Street, New York, NY 10017, (212) 705-
7319.
    2. ``Guidelines for Hazard Evaluation Procedures,'' American 
Institute of Chemical Engineers; 345 East 47th Street, New York, NY 
10017.
    3. ``Guidelines for Technical Management of Chemical Process 
Safety,'' Center for Chemical Process Safety of the American Institute 
of Chemical Engineers; 345 East 47th Street, New York, NY 10017.
    4. ``Evaluating Process Safety in the Chemical Industry,'' Chemical 
Manufacturers Association; 2501 M Street NW, Washington, DC 20037.
    5. ``Safe Warehousing of Chemicals,'' Chemical Manufacturers 
Association; 2501 M Street NW, Washington, DC 20037.
    6. ``Management of Process Hazards,'' American Petroleum Institute 
(API Recommended Practice 750); 1220 L Street, N.W., Washington, DC 
20005.
    7. ``Improving Owner and Contractor Safety Performance,'' American 
Petroleum Institute (API Recommended Practice 2220); API, 1220 L Street 
N.W., Washington, DC 20005.
    8. Chemical Manufacturers Association (CMA's Manager Guide), First 
Edition, September 1991; CMA, 2501 M Street, N.W., Washington, DC 20037.

[[Page 142]]

    9. ``Improving Construction Safety Performance,'' Report A- 3, The 
Business Roundtable; The Business Roundtable, 200 Park Avenue, New York, 
NY 10166. (Report includes criteria to evaluate contractor safety 
performance and criteria to enhance contractor safety performance).
    10. ``Recommended Guidelines for Contractor Safety and Health,'' 
Texas Chemical Council; Texas Chemical Council, 1402 Nueces Street, 
Austin, TX 78701-1534.
    11. ``Loss Prevention in the Process Industries,'' Volumes I and II; 
Frank P. Lees, Butterworth; London 1983.
    12. ``Safety and Health Program Management Guidelines,'' 1989; U.S. 
Department of Labor, Occupational Safety and Health Administration.
    13. ``Safety and Health Guide for the Chemical Industry,'' 1986, 
(OSHA 3091); U.S. Department of Labor, Occupational Safety and Health 
Administration; 200 Constitution Avenue, N.W., Washington, DC 20210.
    14. ``Review of Emergency Systems,'' June 1988; U.S. Environmental 
Protection Agency (EPA), Office of Solid Waste and Emergency Response, 
Washington, DC 20460.
    15. ``Technical Guidance for Hazards Analysis, Emergency Planning 
for Extremely Hazardous Substances,'' December 1987; U.S. Environmental 
Protection Agency (EPA), Federal Emergency Management Administration 
(FEMA) and U.S. Department of Transportation (DOT), Washington, DC 
20460.
    16. ``Accident Investigation...A New Approach,'' 1983, National 
Safety Council; 444 North Michigan Avenue, Chicago, IL 60611-3991.
    17. ``Fire & Explosion Index Hazard Classification Guide,'' 6th 
Edition, May 1987, Dow Chemical Company; Midland, Michigan 48674.
    18. ``Chemical Exposure Index,'' May 1988, Dow Chemical Company; 
Midland, Michigan 48674.

[58 FR 35115, June 30, 1993]



Sec. 1926.65  Hazardous waste operations and emergency response.

    (a) Scope, application, and definitions--(1) Scope. This section 
covers the following operations, unless the employer can demonstrate 
that the operation does not involve employee exposure or the reasonable 
possibility for employee exposure to safety or health hazards:
    (i) Clean-up operations required by a governmental body, whether 
Federal, state, local or other involving hazardous substances that are 
conducted at uncontrolled hazardous waste sites (including, but not 
limited to, the EPA's National Priority Site List (NPL), state priority 
site lists, sites recommended for the EPA NPL, and initial 
investigations of government identified sites which are conducted before 
the presence or absence of hazardous substances has been ascertained);
    (ii) Corrective actions involving clean-up operations at sites 
covered by the Resource Conservation and Recovery Act of 1976 (RCRA) as 
amended (42 U.S.C. 6901 et seq.);
    (iii) Voluntary clean-up operations at sites recognized by Federal, 
state, local or other governmental bodies as uncontrolled hazardous 
waste sites;
    (iv) Operations involving hazardous wastes that are conducted at 
treatment, storage, and disposal (TSD) facilities regulated by 40 CFR 
parts 264 and 265 pursuant to RCRA; or by agencies under agreement with 
U.S.E.P.A. to implement RCRA regulations; and
    (v) Emergency response operations for releases of, or substantial 
threats of releases of, hazardous substances without regard to the 
location of the hazard.
    (2) Application. (i) All requirements of part 1910 and part 1926 of 
title 29 of the Code of Federal Regulations apply pursuant to their 
terms to hazardous waste and emergency response operations whether 
covered by this section or not. If there is a conflict or overlap, the 
provision more protective of employee safety and health shall apply 
without regard to 29 CFR 1926.20(e)(1).
    (ii) Hazardous substance clean-up operations within the scope of 
paragraphs (a)(1)(i) through (a)(1)(iii) of this section must comply 
with all paragraphs of this section except paragraphs (p) and (q).
    (iii) Operations within the scope of paragraph (a)(1)(iv) of this 
section must comply only with the requirements of paragraph (p) of this 
section.

    Notes and Exceptions: (A) All provisions of paragraph (p) of this 
section cover any

[[Page 143]]

treatment, storage or disposal (TSD) operation regulated by 40 CFR parts 
264 and 265 or by state law authorized under RCRA, and required to have 
a permit or interim status from EPA pursuant to 40 CFR 270.1 or from a 
state agency pursuant to RCRA.
    (B) Employers who are not required to have a permit or interim 
status because they are conditionally exempt small quantity generators 
under 40 CFR 261.5 or are generators who qualify under 40 CFR 262.34 for 
exemptions from regulation under 40 CFR parts 264, 265 and 270 
(``excepted employers'') are not covered by paragraphs (p)(1) through 
(p)(7) of this section. Excepted employers who are required by the EPA 
or state agency to have their employees engage in emergency response or 
who direct their employees to engage in emergency response are covered 
by paragraph (p)(8) of this section, and cannot be exempted by (p)(8)(i) 
of this section. Excepted employers who are not required to have 
employees engage in emergency response, who direct their employees to 
evacuate in the case of such emergencies and who meet the requirements 
of paragraph (p)(8)(i) of this section are exempt from the balance of 
paragraph (p)(8) of this section.
    (C) If an area is used primarily for treatment, storage or disposal, 
any emergency response operations in that area shall comply with 
paragraph (p)(8) of this section. In other areas not used primarily for 
treatment, storage, or disposal, any emergency response operations shall 
comply with paragraph (q) of this section. Compliance with the 
requirements of paragraph (q) of this section shall be deemed to be in 
compliance with the requirements of paragraph (p)(8) of this section.

    (iv) Emergency response operations for releases of, or substantial 
threats of releases of, hazardous substances which are not covered by 
paragraphs (a)(1)(i) through (a)(1)(iv) of this section must only comply 
with the requirements of paragraph (q) of this section.
    (3) Definitions--Buddy system means a system of organizing employees 
into work groups in such a manner that each employee of the work group 
is designated to be observed by at least one other employee in the work 
group. The purpose of the buddy system is to provide rapid assistance to 
employees in the event of an emergency.
    Clean-up operation means an operation where hazardous substances are 
removed, contained, incinerated, neutralized, stabilized, cleared-up, or 
in any other manner processed or handled with the ultimate goal of 
making the site safer for people or the environment.
    Decontamination means the removal of hazardous substances from 
employees and their equipment to the extent necessary to preclude the 
occurrence of foreseeable adverse health affects.
    Emergency response or responding to emergencies means a response 
effort by employees from outside the immediate release area or by other 
designated responders (i.e., mutual-aid groups, local fire departments, 
etc.) to an occurrence which results, or is likely to result, in an 
uncontrolled release of a hazardous substance. Responses to incidental 
releases of hazardous substances where the substance can be absorbed, 
neutralized, or otherwise controlled at the time of release by employees 
in the immediate release area, or by maintenance personnel are not 
considered to be emergency responses within the scope of this standard. 
Responses to releases of hazardous substances where there is no 
potential safety or health hazard (i.e., fire, explosion, or chemical 
exposure) are not considered to be emergency responses.
    Facility means (A) any building, structure, installation, equipment, 
pipe or pipeline (including any pipe into a sewer or publicly owned 
treatment works), well, pit, pond, lagoon, impoundment, ditch, storage 
container, motor vehicle, rolling stock, or aircraft, or (B) any site or 
area where a hazardous substance has been deposited, stored, disposed 
of, or placed, or otherwise come to be located; but does not include any 
consumer product in consumer use or any water-borne vessel.
    Hazardous materials response (HAZMAT) team means an organized group 
of employees, designated by the employer, who are expected to perform 
work to handle and control actual or potential leaks or spills of 
hazardous substances requiring possible close approach to the substance. 
The team members perform responses to releases or potential releases of 
hazardous substances for the purpose of control or stabilization of the 
incident. A HAZMAT team is not a fire brigade nor is a typical fire 
brigade a HAZMAT team. A HAZMAT team, however, may

[[Page 144]]

be a separate component of a fire brigade or fire department.
    Hazardous substance means any substance designated or listed under 
paragraphs (A) through (D) of this definition, exposure to which results 
or may result in adverse affects on the health or safety of employees:
    (A) Any substance defined under section 101(14) of CERCLA;
    (B) Any biological agent and other disease-causing agent which after 
release into the environment and upon exposure, ingestion, inhalation, 
or assimilation into any person, either directly from the environment or 
indirectly by ingestion through food chains, will or may reasonably be 
anticipated to cause death, disease, behavioral abnormalities, cancer, 
genetic mutation, physiological malfunctions (including malfunctions in 
reproduction) or physical deformations in such persons or their 
offspring;
    (C) Any substance listed by the U.S. Department of Transportation as 
hazardous materials under 49 CFR 172.101 and appendices; and
    (D) Hazardous waste as herein defined.
    Hazardous waste means--(A) A waste or combination of wastes as 
defined in 40 CFR 261.3, or
    (B) Those substances defined as hazardous wastes in 49 CFR 171.8.
    Hazardous waste operation means any operation conducted within the 
scope of this standard.
    Hazardous waste site or Site means any facility or location within 
the scope of this standard at which hazardous waste operations take 
place.
    Health hazard means a chemical, mixture of chemicals or a pathogen 
for which there is statistically significant evidence based on at least 
one study conducted in accordance with established scientific principles 
that acute or chronic health effects may occur in exposed employees. The 
term health hazard includes chemicals which are carcinogens, toxic or 
highly toxic agents, reproductive toxins, irritants, corrosives, 
sensitizers, heptaotoxins, nephrotoxins, neurotoxins, agents which act 
on the hematopoietic system, and agents which damage the lungs, skin, 
eyes, or mucous membranes. It also includes stress due to temperature 
extremes. Further definition of the terms used above can be found in 
appendix A to 29 CFR 1926.59.
    IDLH or Immediately dangerous to life or health means an atmospheric 
concentration of any toxic, corrosive or asphyxiant substance that poses 
an immediate threat to life or would cause irreversible or delayed 
adverse health effects or would interfere with an individual's ability 
to escape from a dangerous atmosphere.
    Oxygen deficiency means that concentration of oxygen by volume below 
which atmosphere supplying respiratory protection must be provided. It 
exists in atmospheres where the percentage of oxygen by volume is less 
than 19.5 percent oxygen.
    Permissible exposure limit means the exposure, inhalation or dermal 
permissible exposure limit specified either in Sec. 1926.55, elsewhere 
in subpart D, or in other pertinent sections of this part.
    Published exposure level means the exposure limits published in 
``NIOSH Recommendations for Occupational Health Standards'' dated 1986 
incorporated by reference, or if none is specified, the exposure limits 
published in the standards specified by the American Conference of 
Governmental Industrial Hygienists in their publication ``Threshold 
Limit Values and Biological Exposure Indices for 1987-88'' dated 1987 
incorporated by reference.
    Post emergency response means that portion of an emergency response 
performed after the immediate threat of a release has been stabilized or 
eliminated and clean-up of the site has begun. If post emergency 
response is performed by an employer's own employees who were part of 
the initial emergency response, it is considered to be part of the 
initial response and not post emergency response. However, if a group of 
an employer's own employees, separate from the group providing initial 
response, performs the clean-up operation, then the separate group of 
employees would be considered to be performing post-emergency response 
and subject to paragraph (q)(11) of this section.
    Qualified person means a person with specific training, knowledge 
and experience in the area for which the person

[[Page 145]]

has the responsibility and the authority to control.
    Site safety and health supervisor (or official) means the individual 
located on a hazardous waste site who is responsible to the employer and 
has the authority and knowledge necessary to implement the site safety 
and health plan and verify compliance with applicable safety and health 
requirements.
    Small quantity generator means a generator of hazardous wastes who 
in any calendar month generates no more than 1,000 kilograms (2,205 
pounds) of hazardous waste in that month.
    Uncontrolled hazardous waste site, means an area identified as an 
uncontrolled hazardous waste site by a governmental body, whether 
Federal, state, local or other where an accumulation of hazardous 
substances creates a threat to the health and safety of individuals or 
the environment or both. Some sites are found on public lands such as 
those created by former municipal, county or state landfills where 
illegal or poorly managed waste disposal has taken place. Other sites 
are found on private property, often belonging to generators or former 
generators of hazardous substance wastes. Examples of such sites 
include, but are not limited to, surface impoundments, landfills, dumps, 
and tank or drum farms. Normal operations at TSD sites are not covered 
by this definition.
    (b) Safety and health program.

    Note to (b): Safety and health programs developed and implemented to 
meet other Federal, state, or local regulations are considered 
acceptable in meeting this requirement if they cover or are modified to 
cover the topics required in this paragraph. An additional or separate 
safety and health program is not required by this paragraph.

    (1) General. (i) Employers shall develop and implement a written 
safety and health program for their employees involved in hazardous 
waste operations. The program shall be designed to identify, evaluate, 
and control safety and health hazards, and provide for emergency 
response for hazardous waste operations.
    (ii) The written safety and health program shall incorporate the 
following:
    (A) An organizational structure;
    (B) A comprehensive workplan;
    (C) A site-specific safety and health plan which need not repeat the 
employer's standard operating procedures required in paragraph 
(b)(1)(ii)(F) of this section;
    (D) The safety and health training program;
    (E) The medical surveillance program;
    (F) The employer's standard operating procedures for safety and 
health; and
    (G) Any necessary interface between general program and site 
specific activities.
    (iii) Site excavation. Site excavations created during initial site 
preparation or during hazardous waste operations shall be shored or 
sloped as appropriate to prevent accidental collapse in accordance with 
subpart P of 29 CFR part 1926.
    (iv) Contractors and sub-contractors. An employer who retains 
contractor or sub-contractor services for work in hazardous waste 
operations shall inform those contractors, sub-contractors, or their 
representatives of the site emergency response procedures and any 
potential fire, explosion, health, safety or other hazards of the 
hazardous waste operation that have been identified by the employer, 
including those identified in the employer's information program.
    (v) Program availability. The written safety and health program 
shall be made available to any contractor or subcontractor or their 
representative who will be involved with the hazardous waste operation; 
to employees; to employee designated representatives; to OSHA personnel, 
and to personnel of other Federal, state, or local agencies with 
regulatory authority over the site.
    (2) Organizational structure part of the site program--(i) The 
organizationa1 structure part of the program shall establish the 
specific chain of command and specify the overall responsibilities of 
supervisors and employees. It shall include, at a minimum, the following 
elements:
    (A) A general supervisor who has the responsibility and authority to 
direct all hazardous waste operations.
    (B) A site safety and health supervisor who has the responsibility 
and

[[Page 146]]

authority to develop and implement the site safety and health plan and 
verify compliance.
    (C) All other personnel needed for hazardous waste site operations 
and emergency response and their general functions and responsibilities.
    (D) The lines of authority, responsibility, and communication.
    (ii) The organizational structure shall be reviewed and updated as 
necessary to reflect the current status of waste site operations.
    (3) Comprehensive workplan part of the site program. The 
comprehensive workplan part of the program shall address the tasks and 
objectives of the site operations and the logistics and resources 
required to reach those tasks and objectives.
    (i) The comprehensive workplan shall address anticipated clean-up 
activities as well as normal operating procedures which need not repeat 
the employer's procedures available elsewhere.
    (ii) The comprehensive workplan shall define work tasks and 
objectives and identify the methods for accomplishing those tasks and 
objectives.
    (iii) The comprehensive workplan shall establish personnel 
requirements for implementing the plan.
    (iv) The comprehensive workplan shall provide for the implementation 
of the training required in paragraph (e) of this section.
    (v) The comprehensive workplan shall provide for the implementation 
of the required informational programs required in paragraph (i) of this 
section.
    (vi) The comprehensive workplan shall provide for the implementation 
of the medical surveillance program described in paragraph (f) of this 
section.
    (4) Site-specific safety and health plan part of the program--(i) 
General. The site safety and health plan, which must be kept on site, 
shall address the safety and health hazards of each phase of site 
operation and include the requirements and procedures for employee 
protection.
    (ii) Elements. The site safety and health plan, as a minimum, shall 
address the following:
    (A) A safety and health risk or hazard analysis for each site task 
and operation found in the workplan.
    (B) Employee training assignments to assure compliance with 
paragraph (e) of this section.
    (C) Personal protective equipment to be used by employees for each 
of the site tasks and operations being conducted as required by the 
personal protective equipment program in paragraph (g)(5) of this 
section.
    (D) Medical surveillance requirements in accordance with the program 
in paragraph (f) of this section.
    (E) Frequency and types of air monitoring, personnel monitoring, and 
environmental sampling techniques and instrumentation to be used, 
including methods of maintenance and calibration of monitoring and 
sampling equipment to be used.
    (F) Site control measures in accordance with the site control 
program required in paragraph (d) of this section.
    (G) Decontamination procedures in accordance with paragraph (k) of 
this section.
    (H) An emergency response plan meeting the requirements of paragraph 
(l) of this section for safe and effective responses to emergencies, 
including the necessary PPE and other equipment.
    (I) Confined space entry procedures.
    (J) A spill containment program meeting the requirements of 
paragraph (j) of this section.
    (iii) Pre-entry briefing. The site specific safety and health plan 
shall provide for pre-entry briefings to be held prior to initiating any 
site activity, and at such other times as necessary to ensure that 
employees are apprised of the site safety and health plan and that this 
plan is being followed. The information and data obtained from site 
characterization and analysis work required in paragraph (c) of this 
section shall be used to prepare and update the site safety and health 
plan.
    (iv) Effectiveness of site safety and health plan. Inspections shall 
be conducted by the site safety and health supervisor or, in the absence 
of that individual, another individual who is knowledgeable in 
occupational safety and health, acting on behalf of the employer as 
necessary to determine the effectiveness of the site safety and health 
plan. Any deficiencies in the effectiveness of the site safety and

[[Page 147]]

health plan shall be corrected by the employer.
    (c) Site characterization and analysis--(1) General. Hazardous waste 
sites shall be evaluated in accordance with this paragraph to identify 
specific site hazards and to determine the appropriate safety and health 
control procedures needed to protect employees from the identified 
hazards.
    (2) Preliminary evaluation. A preliminary evaluation of a site's 
characteristics shall be performed prior to site entry by a qualified 
person in order to aid in the selection of appropriate employee 
protection methods prior to site entry. Immediately after initial site 
entry, a more detailed evaluation of the site's specific characteristics 
shall be performed by a qualified person in order to further identify 
existing site hazards and to further aid in the selection of the 
appropriate engineering controls and personal protective equipment for 
the tasks to be performed.
    (3) Hazard identification. All suspected conditions that may pose 
inhalation or skin absorption hazards that are immediately dangerous to 
life or health (IDLH), or other conditions that may cause death or 
serious harm, shall be identified during the preliminary survey and 
evaluated during the detailed survey. Examples of such hazards include, 
but are not limited to, confined space entry, potentially explosive or 
flammable situations, visible vapor clouds, or areas where biological 
indicators such as dead animals or vegetation are located.
    (4) Required information. The following information to the extent 
available shall be obtained by the employer prior to allowing employees 
to enter a site:
    (i) Location and approximate size of the site.
    (ii) Description of the response activity and/or the job task to be 
performed.
    (iii) Duration of the planned employee activity.
    (iv) Site topography and accessibility by air and roads.
    (v) Safety and health hazards expected at the site.
    (vi) Pathways for hazardous substance dispersion.
    (vii) Present status and capabilities of emergency response teams 
that would provide assistance to hazardous waste clean-up site employees 
at the time of an emergency.
    (viii) Hazardous substances and health hazards involved or expected 
at the site, and their chemical and physical properties.
    (5) Personal protective equipment. Personal protective equipment 
(PPE) shall be provided and used during initial site entry in accordance 
with the following requirements:
    (i) Based upon the results of the preliminary site evaluation, an 
ensemble of PPE shall be selected and used during initial site entry 
which will provide protection to a level of exposure below permissible 
exposure limits and published exposure levels for known or suspected 
hazardous substances and health hazards, and which will provide 
protection against other known and suspected hazards identified during 
the preliminary site evaluation. If there is no permissible exposure 
limit or published exposure level, the employer may use other published 
studies and information as a guide to appropriate personal protective 
equipment.
    (ii) If positive-pressure self-contained breathing apparatus is not 
used as part of the entry ensemble, and if respiratory protection is 
warranted by the potential hazards identified during the preliminary 
site evaluation, an escape self-contained breathing apparatus of at 
least five minute's duration shall be carried by employees during 
initial site entry.
    (iii) If the preliminary site evaluation does not produce sufficient 
information to identify the hazards or suspected hazards of the site, an 
ensemble providing protection equivalent to Level B PPE shall be 
provided as minimum protection, and direct reading instruments shall be 
used as appropriate for identifying IDLH conditions. (See appendix B for 
a description of Level B hazards and the recommendations for Level B 
protective equipment.)
    (iv) Once the hazards of the site have been identified, the 
appropriate PPE shall be selected and used in accordance with paragraph 
(g) of this section.
    (6) Monitoring. The following monitoring shall be conducted during 
initial site entry when the site evaluation

[[Page 148]]

produces information that shows the potential for ionizing radiation or 
IDLH conditions, or when the site information is not sufficient 
reasonably to eliminate these possible conditions:
    (i) Monitoring with direct reading instruments for hazardous levels 
of ionizing radiation.
    (ii) Monitoring the air with appropriate direct reading test 
equipment (i.e., combustible gas meters, detector tubes) for IDLH and 
other conditions that may cause death or serious harm (combustible or 
explosive atmospheres, oxygen deficiency, toxic substances).
    (iii) Visually observing for signs of actual or potential IDLH or 
other dangerous conditions.
    (iv) An ongoing air monitoring program in accordance with paragraph 
(h) of this section shall be implemented after site characterization has 
determined the site is safe for the start-up of operations.
    (7) Risk identification. Once the presence and concentrations of 
specific hazardous substances and health hazards have been established, 
the risks associated with these substances shall be identified. 
Employees who will be working on the site shall be informed of any risks 
that have been identified. In situations covered by the Hazard 
Communication Standard, 29 CFR 1926.59, training required by that 
standard need not be duplicated.

    Note to (c)(7). Risks to consider include, but are not limited to:
    (a) Exposures exceeding the permissible exposure limits and 
published exposure levels.
    (b) IDLH concentrations.
    (c) Potential skin absorption and irritation sources.
    (d) Potential eye irritation sources.
    (e) Explosion sensitivity and flammability ranges.
    (f) Oxygen deficiency.

    (8) Employee notification. Any information concerning the chemical, 
physical, and toxicologic properties of each substance known or expected 
to be present on site that is available to the employer and relevant to 
the duties an employee is expected to perform shall be made available to 
the affected employees prior to the commencement of their work 
activities. The employer may utilize information developed for the 
hazard communication standard for this purpose.
    (d) Site control--(1) General. Appropriate site control procedures 
shall be implemented to control employee exposure to hazardous 
substances before clean-up work begins.
    (2) Site control program. A site control program for protecting 
employees which is part of the employer's site safety and health program 
required in paragraph (b) of this section shall be developed during the 
planning stages of a hazardous waste clean-up operation and modified as 
necessary as new information becomes available.
    (3) Elements of the site control program. The site control program 
shall, as a minimum, include: A site map; site work zones; the use of a 
``buddy system''; site communications including alerting means for 
emergencies; the standard operating procedures or safe work practices; 
and, identification of the nearest medical assistance. Where these 
requirements are covered elsewhere they need not be repeated.
    (e) Training--(1) General. (i) All employees working on site (such 
as but not limited to equipment operators, general laborers and others) 
exposed to hazardous substances, health hazards, or safety hazards and 
their supervisors and management responsible for the site shall receive 
training meeting the requirements of this paragraph before they are 
permitted to engage in hazardous waste operations that could expose them 
to hazardous substances, safety, or health hazards, and they shall 
receive review training as specified in this paragraph.
    (ii) Employees shall not be permitted to participate in or supervise 
field activities until they have been trained to a level required by 
their job function and responsibility.
    (2) Elements to be covered. The training shall thoroughly cover the 
following:
    (i) Names of personnel and alternates responsible for site safety 
and health;
    (ii) Safety, health and other hazards present on the site;
    (iii) Use of personal protective equipment;
    (iv) Work practices by which the employee can minimize risks from 
hazards;
    (v) Safe use of engineering controls and equipment on the site;

[[Page 149]]

    (vi) Medical surveillance requirements, including recognition of 
symptoms and signs which might indicate overexposure to hazards; and
    (vii) The contents of paragraphs (G) through (J) of the site safety 
and health plan set forth in paragraph (b)(4)(ii) of this section.
    (3) Initial training. (i) General site workers (such as equipment 
operators, general laborers and supervisory personnel) engaged in 
hazardous substance removal or other activities which expose or 
potentially expose workers to hazardous substances and health hazards 
shall receive a minimum of 40 hours of instruction off the site, and a 
minimum of three days actual field experience under the direct 
supervision of a trained, experienced supervisor.
    (ii) Workers on site only occasionally for a specific limited task 
(such as, but not limited to, ground water monitoring, land surveying, 
or geo-physical surveying) and who are unlikely to be exposed over 
permissible exposure limits and published exposure limits shall receive 
a minimum of 24 hours of instruction off the site, and the minimum of 
one day actual field experience under the direct supervision of a 
trained, experienced supervisor.
    (iii) Workers regularly on site who work in areas which have been 
monitored and fully characterized indicating that exposures are under 
permissible exposure limits and published exposure limits where 
respirators are not necessary, and the characterization indicates that 
there are no health hazards or the possibility of an emergency 
developing, shall receive a minimum of 24 hours of instruction off the 
site and the minimum of one day actual field experience under the direct 
supervision of a trained, experienced supervisor.
    (iv) Workers with 24 hours of training who are covered by paragraphs 
(e)(3)(ii) and (e)(3)(iii) of this section, and who become general site 
workers or who are required to wear respirators, shall have the 
additional 16 hours and two days of training necessary to total the 
training specified in paragraph (e)(3)(i).
    (4) Management and supervisor training. On-site management and 
supervisors directly responsible for, or who supervise employees engaged 
in, hazardous waste operations shall receive 40 hours initial training, 
and three days of supervised field experience (the training may be 
reduced to 24 hours and one day if the only area of their responsibility 
is employees covered by paragraphs (e)(3)(ii) and (e)(3)(iii)) and at 
least eight additional hours of specialized training at the time of job 
assignment on such topics as, but not limited to, the employer's safety 
and health program and the associated employee training program, 
personal protective equipment program, spill containment program, and 
health hazard monitoring procedure and techniques.
    (5) Qualifications for trainers. Trainers shall be qualified to 
instruct employees about the subject matter that is being presented in 
training. Such trainers shall have satisfactorily completed a training 
program for teaching the subjects they are expected to teach, or they 
shall have the academic credentials and instructional experience 
necessary for teaching the subjects. Instructors shall demonstrate 
competent instructional skills and knowledge of the applicable subject 
matter.
    (6) Training certification. Employees and supervisors that have 
received and successfully completed the training and field experience 
specified in paragraphs (e)(1) through (e)(4) of this section shall be 
certified by their instructor or the head instructor and trained 
supervisor as having successfully completed the necessary training. A 
written certificate shall be given to each person so certified. Any 
person who has not been so certified or who does not meet the 
requirements of paragraph (e)(9) of this section shall be prohibited 
from engaging in hazardous waste operations.
    (7) Emergency response. Employees who are engaged in responding to 
hazardous emergency situations at hazardous waste clean-up sites that 
may expose them to hazardous substances shall be trained in how to 
respond to such expected emergencies.
    (8) Refresher training. Employees specified in paragraph (e)(1) of 
this section, and managers and supervisors specified in paragraph (e)(4) 
of this section, shall receive eight hours of refresher training 
annually on the items specified in paragraph (e)(2) and/or (e)(4) of 
this section, any critique of incidents that

[[Page 150]]

have occurred in the past year that can serve as training examples of 
related work, and other relevant topics.
    (9) Equivalent training. Employers who can show by documentation or 
certification that an employee's work experience and/or training has 
resulted in training equivalent to that training required in paragraphs 
(e)(1) through (e)(4) of this section shall not be required to provide 
the initial training requirements of those paragraphs to such employees 
and shall provide a copy of the certification or documentation to the 
employee upon request. However, certified employees or employees with 
equivalent training new to a site shall receive appropriate, site 
specific training before site entry and have appropriate supervised 
field experience at the new site. Equivalent training includes any 
academic training or the training that existing employees might have 
already received from actual hazardous waste site work experience.
    (f) Medical surveillance--(1) General. Employers engaged in 
operations specified in paragraphs (a)(1)(i) through (a)(1)(iv) of this 
section and not covered by (a)(2)(iii) exceptions and employers of 
employees specified in paragraph (q)(9) shall institute a medical 
surveillance program in accordance with this paragraph.
    (2) Employees covered. The medical surveillance program shall be 
instituted by the employer for the following employees:
    (i) All employees who are or may be exposed to hazardous substances 
or health hazards at or above the permissible exposure limits or, if 
there is no permissible exposure limit, above the published exposure 
levels for these substances, without regard to the use of respirators, 
for 30 days or more a year;
    (ii) All employees who wear a respirator for 30 days or more a year 
or as required by Sec. 1926.103;
    (iii) All employees who are injured, become ill or develop signs or 
symptoms due to possible overexposure involving hazardous substances or 
health hazards from an emergency response or hazardous waste operation; 
and
    (iv) Members of HAZMAT teams.
    (3) Frequency of medical examinations and consultations. Medical 
examinations and consultations shall be made available by the employer 
to each employee covered under paragraph (f)(2) of this section on the 
following schedules:
    (i) For employees covered under paragraphs (f)(2)(i), (f)(2)(ii), 
and (f)(2)(iv):
    (A) Prior to assignment;
    (B) At least once every twelve months for each employee covered 
unless the attending physician believes a longer interval (not greater 
than biennially) is appropriate;
    (C) At termination of employment or reassignment to an area where 
the employee would not be covered if the employee has not had an 
examination within the last six months;
    (D) As soon as possible upon notification by an employee that the 
employee has developed signs or symptoms indicating possible 
overexposure to hazardous substances or health hazards, or that the 
employee has been injured or exposed above the permissible exposure 
limits or published exposure levels in an emergency situation;
    (E) At more frequent times, if the examining physician determines 
that an increased frequency of examination is medically necessary.
    (ii) For employees covered under paragraph (f)(2)(iii) and for all 
employees including those of employers covered by paragraph (a)(1)(v) 
who may have been injured, received a health impairment, developed signs 
or symptoms which may have resulted from exposure to hazardous 
substances resulting from an emergency incident, or exposed during an 
emergency incident to hazardous substances at concentrations above the 
permissible exposure limits or the published exposure levels without the 
necessary personal protective equipment being used:
    (A) As soon as possible following the emergency incident or 
development of signs or symptoms;
    (B) At additional times, if the examining physician determines that 
follow-up examinations or consultations are medically necessary.
    (4) Content of medical examinations and consultations. (i) Medical 
examinations required by paragraph (f)(3) of this section shall include 
a medical and work history (or updated history if one is in

[[Page 151]]

the employee's file) with special emphasis on symptoms related to the 
handling of hazardous substances and health hazards, and to fitness for 
duty including the ability to wear any required PPE under conditions 
(i.e., temperature extremes) that may be expected at the work site.
    (ii) The content of medical examinations or consultations made 
available to employees pursuant to paragraph (f) shall be determined by 
the attending physician. The guidelines in the Occupational Safety and 
Health Guidance Manual for Hazardous Waste Site Activities (See appendix 
D, Reference 10) should be consulted.
    (5) Examination bv a physician and costs. All medical examinations 
and procedures shall be performed by or under the supervision of a 
licensed physician, preferably one knowledgeable in occupational 
medicine, and shall be provided without cost to the employee, without 
loss of pay, and at a reasonable time and place.
    (6) Information provided to the physician. The employer shall 
provide one copy of this standard and its appendices to the attending 
physician, and in addition the following for each employee:
    (i) A description of the employee's duties as they relate to the 
employee's exposures.
    (ii) The employee's exposure levels or anticipated exposure levels.
    (iii) A description of any personal protective equipment used or to 
be used.
    (iv) Information from previous medical examinations of the employee 
which is not readily available to the examining physician.
    (v) Information required by Sec. 1926.103.
    (7) Physician's written opinion. (i) The employer shall obtain and 
furnish the employee with a copy of a written opinion from the attending 
physician containing the following:
    (A) The physician's opinion as to whether the employee has any 
detected medical conditions which would place the employee at increased 
risk of material impairment of the employee's health from work in 
hazardous waste operations or emergency response, or from respirator 
use.
    (B) The physician's recommended limitations upon the employee's 
assigned work.
    (C) The results of the medical examination and tests if requested by 
the employee.
    (D) A statement that the employee has been informed by the physician 
of the results of the medical examination and any medical conditions 
which require further examination or treatment.
    (ii) The written opinion obtained by the employer shall not reveal 
specific findings or diagnoses unrelated to occupational exposures.
    (8) Recordkeeping. (i) An accurate record of the medical 
surveillance required by paragraph (f) of this section shall be 
retained. This record shall be retained for the period specified and 
meet the criteria of 29 CFR 1926.33.
    (ii) The record required in paragraph (f)(8)(i) of this section 
shall include at least the following information:
    (A) The name and social security number of the employee;
    (B) Physician's written opinions, recommended limitations, and 
results of examinations and tests;
    (C) Any employee medical complaints related to exposure to hazardous 
substances;
    (D) A copy of the information provided to the examining physician by 
the employer, with the exception of the standard and its appendices.
    (g) Engineering controls, work practices, and personal protective 
equipment for employee protection. Engineering controls, work practices, 
personal protective equipment, or a combination of these shall be 
implemented in accordance with this paragraph to protect employees from 
exposure to hazardous substances and safety and health hazards.
    (1) Engineering controls, work practices and PPE for substances 
regulated either in Sec. 1926.55, elsewhere in subpart D, or in other 
pertinent sections of this part. (i) Engineering controls and work 
practices shall be instituted to reduce and maintain employee exposure 
to or below the permissible exposure limits for substances regulated 
either in Sec. 1926.55 or other pertinent sections of this part, except 
to the extent that

[[Page 152]]

such controls and practices are not feasible.

    Note to (g)(1)(i): Engineering controls which may be feasible 
include the use of pressurized cabs or control booths on equipment, and/
or the use of remotely operated material handling equipment. Work 
practices which may be feasible are removing all non-essential employees 
from potential exposure during opening of drums, wetting down dusty 
operations and locating employees upwind of possible hazards.
    (ii) Whenever engineering controls and work practices are not 
feasible or not required, any reasonable combination of engineering 
controls, work practices and PPE shall be used to reduce and maintain 
employee exposures to or below the permissible exposure limits or dose 
limits for substances regulated either in Sec. 1926.55 or other 
pertinent sections of this part.
    (iii) The employer shall not implement a schedule of employee 
rotation as a means of compliance with permissible exposure limits or 
dose limits except when there is no other feasible way of complying with 
the airborne or dermal dose limits for ionizing radiation.
    (iv) The provisions of subpart D shall be followed.

    (2) Engineering controls, work practices, and PPE for substances not 
regulated either in Sec. 1926.55, elsewhere in subpart D, or in other 
pertinent sections of this part. An appropriate combination of 
engineering controls, work practices and personal protective equipment 
shall be used to reduce and maintain employee exposure to or below 
published exposure levels for hazardous substances and health hazards 
not regulated either in Sec. 1926.55, elsewhere in subpart D, or in 
other pertinent sections of this part. The employer may use the 
published literature and MSDS as a guide in making the employer's 
determination as to what level of protection the employer believes is 
appropriate for hazardous substances and health hazards for which there 
is no permissible exposure limit or published exposure limit.
    (3) Personal protective equipment selection. (i) Personal protective 
equipment (PPE) shall be selected and used which will protect employees 
from the hazards and potential hazards they are likely to encounter as 
identified during the site characterization and analysis.
    (ii) Personal protective equipment selection shall be based on an 
evaluation of the performance characteristics of the PPE relative to the 
requirements and limitations of the site, the task-specific conditions 
and duration, and the hazards and potential hazards identified at the 
site.
    (iii) Positive pressure self-contained breathing apparatus, or 
positive pressure air-line respirators equipped with an escape air 
supply, shall be used when chemical exposure levels present will create 
a substantial possibility of immediate death, immediate serious illness 
or injury, or impair the ability to escape.
    (iv) Totally-encapsulating chemical protective suits (protection 
equivalent to Level A protection as recommended in appendix B) shall be 
used in conditions where skin absorption of a hazardous substance may 
result in a substantial possibility of immediate death, immediate 
serious illness or injury, or impair the ability to escape.
    (v) The level of protection provided by PPE selection shall be 
increased when additional information on site conditions indicates that 
increased protection is necessary to reduce employee exposures below 
permissible exposure limits and published exposure levels for hazardous 
substances and health hazards. (See appendix B for guidance on selecting 
PPE ensembles.)

    Note to (g)(3): The level of employee protection provided may be 
decreased when additional information or site conditions show that 
decreased protection will not result in hazardous exposures to 
employees.

    (vi) Personal protective equipment shall be selected and used to 
meet the requirements of subpart E of this part and additional 
requirements specified in this section.
    (4) Totally-encapsulating chemical protective suits. (i) Totally-
encapsulating suits shall protect employees from the particular hazards 
which are identified during site characterization and analysis.
    (ii) Totally-encapsulating suits shall be capable of maintaining 
positive air pressure. (See appendix A for a test method which may be 
used to evaluate this requirement.)
    (iii) Totally-encapsulating suits shall be capable of preventing 
inward test gas leakage of more than 0.5 percent. (See appendix A for a 
test method which may be used to evaluate this requirement.)

[[Page 153]]

    (5) Personal protective equipment (PPE) program. A written personal 
protective equipment program, which is part of the employer's safety and 
health program required in paragraph (b) of this section or required in 
paragraph (p)(1) of this section and which is also a part of the site-
specific safety and health plan shall be established. The PPE program 
shall address the elements listed below. When elements, such as donning 
and doffing procedures, are provided by the manufacturer of a piece of 
equipment and are attached to the plan, they need not be rewritten into 
the plan as long as they adequately address the procedure or element.
    (i) PPE selection based upon site hazards,
    (ii) PPE use and limitations of the equipment,
    (iii) Work mission duration,
    (iv) PPE maintenance and storage,
    (v) PPE decontamination and disposal,
    (vi) PPE training and proper fitting,
    (vii) PPE donning and doffing procedures,
    (viii) PPE inspection procedures prior to, during, and after use,
    (ix) Evaluation of the effectiveness of the PPE program, and
    (x) Limitations during temperature extremes, heat stress, and other 
appropriate medical considerations.
    (h) Monitoring--(1) General. (i) Monitoring shall be performed in 
accordance with this paragraph where there may be a question of employee 
exposure to hazardous concentrations of hazardous substances in order to 
assure proper selection of engineering controls, work practices and 
personal protective equipment so that employees are not exposed to 
levels which exceed permissible exposure limits, or published exposure 
levels if there are no permissible exposure limits, for hazardous 
substances.
    (ii) Air monitoring shall be used to identify and quantify airborne 
levels of hazardous substances and safety and health hazards in order to 
determine the appropriate level of employee protection needed on site.
    (2) Initial entry. Upon initial entry, representative air monitoring 
shall be conducted to identify any IDLH condition, exposure over 
permissible exposure limits or published exposure levels, exposure over 
a radioactive material's dose limits or other dangerous condition such 
as the presence of flammable atmospheres or oxygen-deficient 
environments.
    (3) Periodic monitoring. Periodic monitoring shall be conducted when 
the possibility of an IDLH condition or flammable atmosphere has 
developed or when there is indication that exposures may have risen over 
permissible exposure limits or published exposure levels since prior 
monitoring. Situations where it shall be considered whether the 
possibility that exposures have risen are as follows:
    (i) When work begins on a different portion of the site.
    (ii) When contaminants other than those previously identified are 
being handled.
    (iii) When a different type of operation is initiated (e.g., drum 
opening as opposed to exploratory well drilling).
    (iv) When employees are handling leaking drums or containers or 
working in areas with obvious liquid contamination (e.g., a spill or 
lagoon).
    (4) Monitoring of high-risk employees. After the actual clean-up 
phase of any hazardous waste operation commences; for example, when 
soil, surface water or containers are moved or disturbed; the employer 
shall monitor those employees likely to have the highest exposures to 
hazardous substances and health hazards likely to be present above 
permissible exposure limits or published exposure levels by using 
personal sampling frequently enough to characterize employee exposures. 
If the employees likely to have the highest exposure are over 
permissible exposure limits or published exposure limits, then 
monitoring shall continue to determine all employees likely to be above 
those limits. The employer may utilize a representative sampling 
approach by documenting that the employees and chemicals chosen for 
monitoring are based on the criteria stated above.

    Note to (h): It is not required to monitor employees engaged in site 
characterization operations covered by paragraph (c) of this section.


[[Page 154]]


    (i) Informational programs. Employers shall develop and implement a 
program, which is part of the employer's safety and health program 
required in paragraph (b) of this section, to inform employees, 
contractors, and subcontractors (or their representative) actually 
engaged in hazardous waste operations of the nature, level and degree of 
exposure likely as a result of participation in such hazardous waste 
operations. Employees, contractors and subcontractors working outside of 
the operations part of a site are not covered by this standard.
    (j) Handling drums and containers--(1) General. (i) Hazardous 
substances and contaminated soils, liquids, and other residues shall be 
handled, transported, labeled, and disposed of in accordance with this 
paragraph.
    (ii) Drums and containers used during the clean-up shall meet the 
appropriate DOT, OSHA, and EPA regulations for the wastes that they 
contain.
    (iii) When practical, drums and containers shall be inspected and 
their integrity shall be assured prior to being moved. Drums or 
containers that cannot be inspected before being moved because of 
storage conditions (i.e., buried beneath the earth, stacked behind other 
drums, stacked several tiers high in a pile, etc.) shall be moved to an 
accessible location and inspected prior to further handling.
    (iv) Unlabelled drums and containers shall be considered to contain 
hazardous substances and handled accordingly until the contents are 
positively identified and labeled.
    (v) Site operations shall be organized to minimize the amount of 
drum or container movement.
    (vi) Prior to movement of drums or containers, all employees exposed 
to the transfer operation shall be warned of the potential hazards 
associated with the contents of the drums or containers.
    (vii) U.S. Department of Transportation specified salvage drums or 
containers and suitable quantities of proper absorbent shall be kept 
available and used in areas where spills, leaks, or ruptures may occur.
    (viii) Where major spills may occur, a spill containment program, 
which is part of the employer's safety and health program required in 
paragraph (b) of this section, shall be implemented to contain and 
isolate the entire volume of the hazardous substance being transferred.
    (ix) Drums and containers that cannot be moved without rupture, 
leakage, or spillage shall be emptied into a sound container using a 
device classified for the material being transferred.
    (x) A ground-penetrating system or other type of detection system or 
device shall be used to estimate the location and depth of buried drums 
or containers.
    (xi) Soil or covering material shall be removed with caution to 
prevent drum or container rupture.
    (xii) Fire extinguishing equipment meeting the requirements of 
subpart F of this part shall be on hand and ready for use to control 
incipient fires.
    (2) Opening drums and containers. The following procedures shall be 
followed in areas where drums or containers are being opened:
    (i) Where an airline respirator system is used, connections to the 
source of air supply shall be protected from contamination and the 
entire system shall be protected from physical damage.
    (ii) Employees not actually involved in opening drums or containers 
shall be kept a safe distance from the drums or containers being opened.
    (iii) If employees must work near or adjacent to drums or containers 
being opened, a suitable shield that does not interfere with the work 
operation shall be placed between the employee and the drums or 
containers being opened to protect the employee in case of accidental 
explosion.
    (iv) Controls for drum or container opening equipment, monitoring 
equipment, and fire suppression equipment shall be located behind the 
explosion-resistant barrier.
    (v) When there is a reasonable possibility of flammable atmospheres 
being present, material handling equipment and hand tools shall be of 
the type to prevent sources of ignition.
    (vi) Drums and containers shall be opened in such a manner that 
excess interior pressure will be safely relieved. If pressure can not be 
relieved from a remote location, appropriate shielding shall be placed 
between the

[[Page 155]]

employee and the drums or containers to reduce the risk of employee 
injury.
    (vii) Employees shall not stand upon or work from drums or 
containers.
    (3) Material handling equipment. Material handiing equipment used to 
transfer drums and containers shall be selected, positioned and operated 
to minimize sources of ignition related to the equipment from igniting 
vapors released from ruptured drums or containers.
    (4) Radioactive wastes. Drums and containers containing radioactive 
wastes shall not be handled until such time as their hazard to employees 
is properly assessed.
    (5) Shock sensitive wastes. As a minimum, the following special 
precautions shall be taken when drums and containers containing or 
suspected of containing shock-sensitive wastes are handled:
    (i) All non-essential employees shall be evacuated from the area of 
transfer.
    (ii) Material handling equipment shall be provided with explosive 
containment devices or protective shields to protect equipment operators 
from exploding containers.
    (iii) An employee alarm system capable of being perceived above 
surrounding light and noise conditions shall be used to signal the 
commencement and completion of explosive waste handling activities.
    (iv) Continuous communications (i.e., portable radios, hand signals, 
telephones, as appropriate) shall be maintained between the employee-in-
charge of the immediate handling area and both the site safety and 
health supervisor and the command post until such time as the handling 
operation is completed. Communication equipment or methods that could 
cause shock sensitive materials to explode shall not be used.
    (v) Drums and containers under pressure, as evidenced by bulging or 
swelling, shall not be moved until such time as the cause for excess 
pressure is determined and appropriate containment procedures have been 
implemented to protect employees from explosive relief of the drum.
    (vi) Drums and containers containing packaged laboratory wastes 
shall be considered to contain shock-sensitive or explosive materials 
until they have been characterized.

Caution: Shipping of shock sensitive wastes may be prohibited under U.S. 
Department of Transportation regulations. Employers and their shippers 
should refer to 49 CFR 173.21 and 173.50.

    (6) Laboratory waste packs. In addition to the requirements of 
paragraph (j)(5) of this section, the following precautions shall be 
taken, as a minimum, in handling laboratory waste packs (lab packs):
    (i) Lab packs shall be opened only when necessary and then only by 
an individual knowledgeable in the inspection, classification, and 
segregation of the containers within the pack according to the hazards 
of the wastes.
    (ii) If crystalline material is noted on any container, the contents 
shall be handled as a shock-sensitive waste until the contents are 
identified.
    (7) Sampling of drum and container contents. Sampling of containers 
and drums shall be done in accordance with a sampling procedure which is 
part of the site safety and health plan developed for and available to 
employees and others at the specific worksite.
    (8) Shipping and transport. (i) Drums and containers shall be 
identified and classified prior to packaging for shipment.
    (ii) Drum or container staging areas shall be kept to the minimum 
number necessary to identify and classify materials safely and prepare 
them for transport.
    (iii) Staging areas shall be provided with adequate access and 
egress routes.
    (iv) Bulking of hazardous wastes shall be permitted only after a 
thorough characterization of the materials has been completed.
    (9) Tank and vault procedures. (i) Tanks and vaults containing 
hazardous substances shall be handled in a manner similar to that for 
drums and containers, taking into consideration the size of the tank or 
vault.
    (ii) Appropriate tank or vault entry procedures as described in the 
employer's safety and health plan shall be followed whenever employees 
must enter a tank or vault.

[[Page 156]]

    (k) Decontamination--(1) General. Procedures for all phases of 
decontamination shall be developed and implemented in accordance with 
this paragraph.
    (2) Decontamination procedures. (i) A decontamination procedure 
shall be developed, communicated to employees and implemented before any 
employees or equipment may enter areas on site where potential for 
exposure to hazardous substances exists.
    (ii) Standard operating procedures shall be developed to minimize 
employee contact with hazardous substances or with equipment that has 
contacted hazardous substances.
    (iii) All employees leaving a contaminated area shall be 
appropriately decontaminated; all contaminated clothing and equipment 
leaving a contaminated area shall be appropriately disposed of or 
decontaminated.
    (iv) Decontamination procedures shall be monitored by the site 
safety and health supervisor to determine their effectiveness. When such 
procedures are found to be ineffective, appropriate steps shall be taken 
to correct any deficiencies.
    (3) Location. Decontamination shall be performed in geographical 
areas that will minimize the exposure of uncontaminated employees or 
equipment to contaminated employees or equipment.
    (4) Equipment and solvents. All equipment and solvents used for 
decontamination shall be decontaminated or disposed of properly.
    (5) Personal protective clothing and equipment. (i) Protective 
clothing and equipment shall be decontaminated, cleaned, laundered, 
maintained or replaced as needed to maintain their effectiveness.
    (ii) Employees whose non-impermeable clothing becomes wetted with 
hazardous substances shall immediately remove that clothing and proceed 
to shower. The clothing shall be disposed of or decontaminated before it 
is removed from the work zone.
    (6) Unauthorized employees. Unauthorized employees shall not remove 
protective clothing or equipment from change rooms.
    (7) Commercial laundries or cleaning establishments. Commercial 
laundries or cleaning establishments that decontaminate protective 
clothing or equipment shall be informed of the potentially harmful 
effects of exposures to hazardous substances.
    (8) Showers and change rooms. Where the decontamination procedure 
indicates a need for regular showers and change rooms outside of a 
contaminated area, they shall be provided and meet the requirements of 
29 CFR 1910.141. If temperature conditions prevent the effective use of 
water, then other effective means for cleansing shall be provided and 
used.
    (l) Emergency response by employees at uncontrolled hazardous waste 
sites--(1) Emergency response plan. (i) An emergency response plan shall 
be developed and implemented by all employers within the scope of 
paragraphs (a)(1) (i)-(ii) of this section to handle anticipated 
emergencies prior to the commencement of hazardous waste operations. The 
plan shall be in writing and available for inspection and copying by 
employees, their representatives, OSHA personnel and other governmental 
agencies with relevant responsibilities.
    (ii) Employers who will evacuate their employees from the danger 
area when an emergency occurs, and who do not permit any of their 
employees to assist in handling the emergency, are exempt from the 
requirements of this paragraph if they provide an emergency action plan 
complying with Sec. 1926.35 of this part.
    (2) Elements of an emergency response plan. The employer shall 
develop an emergency response plan for emergencies which shall address, 
as a minimum, the following:
    (i) Pre-emergency planning.
    (ii) Personnel roles, lines of authority, and communication.
    (iii) Emergency recognition and prevention.
    (iv) Safe distances and places of refuge.
    (v) Site security and control.
    (vi) Evacuation routes and procedures.
    (vii) Decontamination procedures which are not covered by the site 
safety and health plan.
    (viii) Emergency medical treatment and first aid.

[[Page 157]]

    (ix) Emergency alerting and response procedures.
    (x) Critique of response and follow-up.
    (xi) PPE and emergency equipment.
    (3) Procedures for handling emergency incidents. (i) In addition to 
the elements for the emergency response plan required in paragraph 
(1)(2) of this section, the following elements shall be included for 
emergency response plans:
    (A) Site topography, layout, and prevailing weather conditions.
    (B) Procedures for reporting incidents to local, state, and federal 
governmental agencies.
    (ii) The emergency response plan shall be a separate section of the 
Site Safety and Health Plan.
    (iii) The emergency response plan shall be compatible and integrated 
with the disaster, fire and/or emergency response plans of local, state, 
and federal agencies.
    (iv) The emergency response plan shall be rehearsed regularly as 
part of the overall training program for site operations.
    (v) The site emergency response plan shall be reviewed periodically 
and, as necessary, be amended to keep it current with new or changing 
site conditions or information.
    (vi) An employee alarm system shall be installed in accordance with 
29 CFR 1926.159 to notify employees of an emergency situation; to stop 
work activities if necessary; to lower background noise in order to 
speed communication; and to begin emergency procedures.
    (vii) Based upon the information available at time of the emergency, 
the employer shall evaluate the incident and the site response 
capabilities and proceed with the appropriate steps to implement the 
site emergency response plan.
    (m) Illumination. Areas accessible to employees shall be lighted to 
not less than the minimum illumination intensities listed in the 
following Table D-65.1 while any work is in progress:

     Table D-65.1--Minimum Illumination Intensities in Foot-Candles
------------------------------------------------------------------------
              Foot-candles                      Area or operations
------------------------------------------------------------------------
5......................................  General site areas.
3......................................  Excavation and waste areas,
                                          accessways, active storage
                                          areas, loading platforms,
                                          refueling, and field
                                          maintenance areas.
5......................................  Indoors: Warehouses, corridors,
                                          hallways, and exitways.
5......................................  Tunnels, shafts, and general
                                          underground work areas.
                                          (Exception: Minimum of 10 foot-
                                          candles is required at tunnel
                                          and shaft heading during
                                          drilling mucking, and scaling.
                                          Mine Safety and Health
                                          Administration approved cap
                                          lights shall be acceptable for
                                          use in the tunnel heading.)
10.....................................  General shops (e.g., mechanical
                                          and electrical equipment
                                          rooms, active storerooms,
                                          barracks or living quarters,
                                          locker or dressing rooms,
                                          dining areas, and indoor
                                          toilets and workrooms.)
30.....................................  First aid stations,
                                          infirmaries, and offices.
------------------------------------------------------------------------

    (n) Sanitation at temporary workplaces--(1) Potable water. (i) An 
adequate supply of potable water shall be provided on the site.
    (ii) Portable containers used to dispense drinking water shall be 
capable of being tightly closed, and equipped with a tap. Water shall 
not be dipped from containers.
    (iii) Any container used to distribute drinking water shall be 
clearly marked as to the nature of its contents and not used for any 
other purpose.
    (iv) Where single service cups (to be used but once) are supplied, 
both a sanitary container for the unused cups and a receptacle for 
disposing of the used cups shall be provided.
    (2) Nonpotable water. (i) Outlets for nonpotable water, such as 
water for firefighting purposes, shall be identified to indicate clearly 
that the water is unsafe and is not to be used for drinking, washing, or 
cooking purposes.
    (ii) There shall be no cross-connection, open or potential, between 
a system furnishing potable water and a system furnishing nonpotable 
water.
    (3) Toilet facilities. (i) Toilets shall be provided for employees 
according to the following Table D-65.2.

                     Table D-65.2--Toilet Facilities
------------------------------------------------------------------------
            Number of employees             Minimum number of facilities
------------------------------------------------------------------------
20 or fewer...............................  One.
More than 20, fewer than 200..............  One toilet seat and one
                                             urinal per 40 employees.
More than 200.............................  One toilet seat and one
                                             urinal per 50 employees.
------------------------------------------------------------------------


[[Page 158]]

    (ii) Under temporary field conditions, provisions shall be made to 
assure that at least one toilet facility is available.
    (iii) Hazardous waste sites not provided with a sanitary sewer shall 
be provided with the following toilet facilities unless prohibited by 
local codes:
    (A) Chemical toilets;
    (B) Recirculating toilets;
    (C) Combustion toilets; or
    (D) Flush toilets.
    (iv) The requirements of this paragraph for sanitation facilities 
shall not apply to mobile crews having transportation readily available 
to nearby toilet facilities.
    (v) Doors entering toilet facilities shall be provided with entrance 
locks controlled from inside the facility.
    (4) Food handling. All food service facilities and operations for 
employees shall meet the applicable laws, ordinances, and regulations of 
the jurisdictions in which they are located.
    (5) Temporary sleeping quarters. When temporary sleeping quarters 
are provided, they shall be heated, ventilated, and lighted.
    (6) Washing facilities. The employer shall provide adequate washing 
facilities for employees engaged in operations where hazardous 
substances may be harmful to employees. Such facilities shall be in near 
proximity to the worksite; in areas where exposures are below 
permissible exposure limits and published exposure levels and which are 
under the controls of the employer; and shall be so equipped as to 
enable employees to remove hazardous substances from themselves.
    (7) Showers and change rooms. When hazardous waste clean-up or 
removal operations commence on a site and the duration of the work will 
require six months or greater time to complete, the employer shall 
provide showers and change rooms for all employees exposed to hazardous 
substances and health hazards involved in hazardous waste clean-up or 
removal operations.
    (i) Showers shall be provided and shall meet the requirements of 29 
CFR 1926.51(f)(4).
    (ii) Change rooms shall be provided and shall meet the requirements 
of 29 CFR 1926.51(i). Change rooms shall consist of two separate change 
areas separated by the shower area required in paragraph (n)(7)(i) of 
this section. One change area, with an exit leading off the worksite, 
shall provide employees with a clean area where they can remove, store, 
and put on street clothing. The second area, with an exit to the 
worksite, shall provide employees with an area where they can put on, 
remove and store work clothing and personal protective equipment.
    (iii) Showers and change rooms shall be located in areas where 
exposures are below the permissible exposure limits and published 
exposure levels. If this cannot be accomplished, then a ventilation 
system shall be provided that will supply air that is below the 
permissible exposure limits and published exposure levels.
    (iv) Employers shall assure that employees shower at the end of 
their work shift and when leaving the hazardous waste site.
    (o) New technology programs. (1) The employer shall develop and 
implement procedures for the introduction of effective new technologies 
and equipment developed for the improved protection of employees working 
with hazardous waste clean-up operations, and the same shall be 
implemented as part of the site safety and health program to assure that 
employee protection is being maintained.
    (2) New technologies, equipment or control measures available to the 
industry, such as the use of foams, absorbents, adsorbents, 
neutralizers, or other means to suppress the level of air contaminates 
while excavating the site or for spill control, shall be evaluated by 
employers or their representatives. Such an evaluation shall be done to 
determine the effectiveness of the new methods, materials, or equipment 
before implementing their use on a large scale for enhancing employee 
protection. Information and data from manufacturers or suppliers may be 
used as part of the employer's evaluation effort. Such evaluations shall 
be made available to OSHA upon request.
    (p) Certain operations conducted under the Resource Conservation and 
Recovery

[[Page 159]]

Act of 1976 (RCRA). Employers conducting operations at treatment, 
storage and disposal (TSD) facilities specified in paragraph (a)(1)(iv) 
of this section shall provide and implement the programs specified in 
this paragraph. See the ``Notes and Exceptions'' to paragraph 
(a)(2)(iii) of this section for employers not covered.)''.
    (1) Safety and health program. The employer shall develop and 
implement a written safety and health program for employees involved in 
hazardous waste operations that shall be available for inspection by 
employees, their representatives and OSHA personnel. The program shall 
be designed to identify, evaluate and control safety and health hazards 
in their facilities for the purpose of employee protection, to provide 
for emergency response meeting the requirements of paragraph (p)(8) of 
this section and to address as appropriate site analysis, engineering 
controls, maximum exposure limits, hazardous waste handling procedures 
and uses of new technologies.
    (2) Hazard communication program. The employer shall implement a 
hazard communication program meeting the requirements of 29 CFR 1926.59 
as part of the employer's safety and program.

    Note to 1926.65: The exemption for hazardous waste provided in Sec. 
1926.59 is applicable to this section.

    (3) Medical surveillance program. The employer shall develop and 
implement a medical surveillance program meeting the requirements of 
paragraph (f) of this section.
    (4) Decontamination program. The employer shall develop and 
implement a decontamination procedure meeting the requirements of 
paragraph (k) of this section.
    (5) New technology program. The employer shall develop and implement 
procedures meeting the requirements of paragraph (o) of this section for 
introducing new and innovative equipment into the workplace.
    (6) Material handling program. Where employees will be handling 
drums or containers, the employer shall develop and implement procedures 
meeting the requirements of paragraphs (j)(1) (ii) through (viii) and 
(xi) of this section, as well as (j)(3) and (j)(8) of this section prior 
to starting such work.
    (7) Training program--(i) New employees. The employer shall develop 
and implement a training program, which is part of the employer's safety 
and health program, for employees exposed to health hazards or hazardous 
substances at TSD operations to enable the employees to perform their 
assigned duties and functions in a safe and healthful manner so as not 
endanger themselves or other employees. The initial training shall be 
for 24 hours and refresher training shall be for eight hours annually. 
Employees who have received the initial training required by this 
paragraph shall be given a written certificate attesting that they have 
successfully completed the necessary training.
    (ii) Current employees. Employers who can show by an employee's 
previous work experience and/or training that the employee has had 
training equivalent to the initial training required by this paragraph, 
shall be considered as meeting the initial training requirements of this 
paragraph as to that employee. Equivalent training includes the training 
that existing employees might have already received from actual site 
work experience. Current employees shall receive eight hours of 
refresher training annually.
    (iii) Trainers. Trainers who teach initial training shall have 
satisfactorily completed a training course for teaching the subjects 
they are expected to teach or they shall have the academic credentials 
and instruction experience necessary to demonstrate a good command of 
the subject matter of the courses and competent instructional skills.
    (8) Emergency response program--(i) Emergency response plan. An 
emergency response plan shall be developed and implemented by all 
employers. Such plans need not duplicate any of the subjects fully 
addressed in the employer's contingency planning required by permits, 
such as those issued by the U.S. Environmental Protection Agency, 
provided that the contingency plan is made part of the emergency 
response plan. The emergency response plan

[[Page 160]]

shall be a written portion of the employers safety and health program 
required in paragraph (p)(1) of this section. Employers who will 
evacuate their employees from the worksite location when an emergency 
occurs and who do not permit any of their employees to assist in 
handling the emergency are exempt from the requirements of paragraph 
(p)(8) if they provide an emergency action plan complying with Sec. 
1926.35 of this part.
    (ii) Elements of an emergency response plan. The employer shall 
develop an emergency response plan for emergencies which shall address, 
as a minimum, the following areas to the extent that they are not 
addressed in any specific program required in this paragraph:
    (A) Pre-emergency planning and coordination with outside parties.
    (B) Personnel roles, lines of authority, and communication.
    (C) Emergency recognition and prevention.
    (D) Safe distances and places of refuge.
    (E) Site security and control.
    (F) Evacuation routes and procedures.
    (G) Decontamination procedures.
    (H) Emergency medical treatment and first aid.
    (I) Emergency alerting and response procedures.
    (J) Critique of response and follow-up.
    (K) PPE and emergency equipment.
    (iii) Training. (A) Training for emergency response employees shall 
be completed before they are called upon to perform in real emergencies. 
Such training shall include the elements of the emergency response plan, 
standard operating procedures the employer has established for the job, 
the personal protective equipment to be worn and procedures for handling 
emergency incidents.

Exception #1: An employer need not train all employees to the degree 
specified if the employer divides the work force in a manner such that a 
sufficient number of employees who have responsibility to control 
emergencies have the training specified, and all other employees, who 
may first respond to an emergency incident, have sufficient awareness 
training to recognize that an emergency response situation exists and 
that they are instructed in that case to summon the fully trained 
employees and not attempt control activities for which they are not 
trained.
Exception #2: An employer need not train all employees to the degree 
specified if arrangements have been made in advance for an outside 
fully-trained emergency response team to respond in a reasonable period 
and all employees, who may come to the incident first, have sufficient 
awareness training to recognize that an emergency response situation 
exists and they have been instructed to call the designated outside 
fully-trained emergency response team for assistance.

    (B) Employee members of TSD facility emergency response 
organizations shall be trained to a level of competence in the 
recognition of health and safety hazards to protect themselves and other 
employees. This would include training in the methods used to minimize 
the risk from safety and health hazards; in the safe use of control 
equipment; in the selection and use of appropriate personal protective 
equipment; in the safe operating procedures to be used at the incident 
scene; in the techniques of coordination with other employees to 
minimize risks; in the appropriate response to over exposure from health 
hazards or injury to themselves and other employees; and in the 
recognition of subsequent symptoms which may result from over exposures.
    (C) The employer shall certify that each covered employee has 
attended and successfully completed the training required in paragraph 
(p)(8)(iii) of this section, or shall certify the employee's competency 
at least yearly. The method used to demonstrate competency for 
certification of training shall be recorded and maintained by the 
employer.
    (iv) Procedures for handling emergency incidents. (A) In addition to 
the elements for the emergency response plan required in paragraph 
(p)(8)(ii) of this section, the following elements shall be included for 
emergency response plans to the extent that they do not repeat any 
information already contained in the emergency response plan:
    (1) Site topography, layout, and prevailing weather conditions.
    (2) Procedures for reporting incidents to local, state, and federal 
governmental agencies.

[[Page 161]]

    (B) The emergency response plan shall be compatible and integrated 
with the disaster, fire and/or emergency response plans of local, state, 
and federal agencies.
    (C) The emergency response plan shall be rehearsed regularly as part 
of the overall training program for site operations.
    (D) The site emergency response plan shall be reviewed periodically 
and, as necessary, be amended to keep it current with new or changing 
site conditions or information.
    (E) An employee alarm system shall be installed in accordance with 
29 CFR 1926.159 to notify employees of an emergency situation; to stop 
work activities if necessary; to lower background noise in order to 
speed communication; and to begin emergency procedures.
    (F) Based upon the information available at time of the emergency, 
the employer shall evaluate the incident and the site response 
capabilities and proceed with the appropriate steps to implement the 
site emergency response plan.
    (q) Emerqency response to hazardous substance releases. This 
paragraph covers employers whose employees are engaged in emergency 
response no matter where it occurs except that it does not cover 
employees engaged in operations specified in paragraphs (a)(1)(i) 
through (a)(1)(iv) of this section. Those emergency response 
organizations who have developed and implemented programs equivalent to 
this paragraph for handling releases of hazardous substances pursuant to 
section 303 of the Superfund Amendments and Reauthorization Act of 1986 
(Emergency Planning and Community Right-to-Know Act of 1986, 42 U.S.C. 
11003) shall be deemed to have met the requirements of this paragraph.
    (1) Emergency response plan. An emergency response plan shall be 
developed and implemented to handle anticipated emergencies prior to the 
commencement of emergency response operations. The plan shall be in 
writing and available for inspection and copying by employees, their 
representatives and OSHA personnel. Employers who will evacuate their 
employees from the danger area when an emergency occurs, and who do not 
permit any of their employees to assist in handling the emergency, are 
exempt from the requirements of this paragraph if they provide an 
emergency action plan in accordance with Sec. 1926.35 of this part.
    (2) Elements of an emergency response plan. The employer shall 
develop an emergency response plan for emergencies which shall address, 
as a minimum, the following to the extent that they are not addressed 
elsewhere:
    (i) Pre-emergency planning and coordination with outside parties.
    (ii) Personnel roles, lines of authority, training, and 
communication.
    (iii) Emergency recognition and prevention.
    (iv) Safe distances and places of refuge.
    (v) Site security and control.
    (vi) Evacuation routes and procedures.
    (vii) Decontamination.
    (viii) Emergency medical treatment and first aid.
    (ix) Emergency alerting and response procedures.
    (x) Critique of response and follow-up.
    (xi) PPE and emergency equipment.
    (xii) Emergency response organizations may use the local emergency 
response plan or the state emergency response plan or both, as part of 
their emergency response plan to avoid duplication. Those items of the 
emergency response plan that are being properly addressed by the SARA 
Title III plans may be substituted into their emergency plan or 
otherwise kept together for the employer and employee's use.
    (3) Procedures for handling emergency response. (i) The senior 
emergency response official responding to an emergency shall become the 
individual in charge of a site-specific Incident Command System (ICS). 
All emergency responders and their communications shall be coordinated 
and controlled through the individual in charge of the ICS assisted by 
the senior official present for each employer.

    Note to (g)(3)(i): The senior official at an emergency response is 
the most senior official on the site who has the responsibility for 
controlling the operations at the site. Initially it is the senior 
officer on the first-due piece of responding emergency apparatus

[[Page 162]]

to arrive on the incident scene. As more senior officers arrive (i.e., 
battalion chief, fire chief, state law enforcement official, site 
coordinator, etc.) the position is passed up the line of authority which 
has been previously established.

    (ii) The individual in charge of the ICS shall identify, to the 
extent possible, all hazardous substances or conditions present and 
shall address as appropriate site analysis, use of engineering controls, 
maximum exposure limits, hazardous substance handling procedures, and 
use of any new technologies.
    (iii) Based on the hazardous substances and/or conditions present, 
the individual in charge of the ICS shall implement appropriate 
emergency operations, and assure that the personal protective equipment 
worn is appropriate for the hazards to be encountered. However, personal 
protective equipment shall meet, at a minimum, the criteria contained in 
29 CFR 1926.97 when worn while performing fire fighting operations 
beyond the incipient stage for any incident.
    (iv) Employees engaged in emergency response and exposed to 
hazardous substances presenting an inhalation hazard or potential 
inhalation hazard shall wear positive pressure self-contained breathing 
apparatus while engaged in emergency response, until such time that the 
individual in charge of the ICS determines through the use of air 
monitoring that a decreased level of respiratory protection will not 
result in hazardous exposures to employees.
    (v) The individual in charge of the ICS shall limit the number of 
emergency response personnel at the emergency site, in those areas of 
potential or actual exposure to incident or site hazards, to those who 
are actively performing emergency operations. However, operations in 
hazardous areas shall be performed using the buddy system in groups of 
two or more.
    (vi) Back-up personnel shall stand by with equipment ready to 
provide assistance or rescue. Advance first aid support personnel, as a 
minimum, shall also stand by with medical equipment and transportation 
capability.
    (vii) The individual in charge of the ICS shall designate a safety 
official, who is knowledgable in the operations being implemented at the 
emergency response site, with specific responsibility to identify and 
evaluate hazards and to provide direction with respect to the safety of 
operations for the emergency at hand.
    (viii) When activities are judged by the safety official to be an 
IDLH condition and/or to involve an imminent danger condition, the 
safety official shall have the authority to alter, suspend, or terminate 
those activities. The safety official shall immediately inform the 
individual in charge of the ICS of any actions needed to be taken to 
correct these hazards at the emergency scene.
    (ix) After emergency operations have terminated, the individual in 
charge of the ICS shall implement appropriate decontamination 
procedures.
    (x) When deemed necessary for meeting the tasks at hand, approved 
self-contained compressed air breathing apparatus may be used with 
approved cylinders from other approved self-contained compressed air 
breathing apparatus provided that such cylinders are of the same 
capacity and pressure rating. All compressed air cylinders used with 
self-contained breathing apparatus shall meet U.S. Department of 
Transportation and National Institute for Occupational Safety and Health 
criteria.
    (4) Skilled support personnel. Personnel, not necessarily an 
employer's own employees, who are skilled in the operation of certain 
equipment, such as mechanized earth moving or digging equipment or crane 
and hoisting equipment, and who are needed temporarily to perform 
immediate emergency support work that cannot reasonably be performed in 
a timely fashion by an employer's own employees, and who will be or may 
be exposed to the hazards at an emergency response scene, are not 
required to meet the training required in this paragraph for the 
employer's regular employees. However, these personnel shall be given an 
initial briefing at the site prior to their

[[Page 163]]

participation in any emergency response. The initial briefing shall 
include instruction in the wearing of appropriate personal protective 
equipment, what chemical hazards are involved, and what duties are to be 
performed. All other appropriate safety and health precautions provided 
to the employer's own employees shall be used to assure the safety and 
health of these personnel.
    (5) Specialist employees. Employees who, in the course of their 
regular job duties, work with and are trained in the hazards of specific 
hazardous substances, and who will be called upon to provide technical 
advice or assistance at a hazardous substance release incident to the 
individual in charge, shall receive training or demonstrate competency 
in the area of their specialization annually.
    (6) Training. Training shall be based on the duties and function to 
be performed by each responder of an emergency response organization. 
The skill and knowledge levels required for all new responders, those 
hired after the effective date of this standard, shall be conveyed to 
them through training before they are permitted to take part in actual 
emergency operations on an incident. Employees who participate, or are 
expected to participate, in emergency response, shall be given training 
in accordance with the following paragraphs:
    (i) First responder awareness level. First responders at the 
awareness level are individuals who are likely to witness or discover a 
hazardous substance release and who have been trained to initiate an 
emergency response sequence by notifying the proper authorities of the 
release. They would take no further action beyond notifying the 
authorities of the release. First responders at the awareness level 
shall have sufficient training or have had sufficient experience to 
objectively demonstrate competency in the following areas:
    (A) An understanding of what hazardous substances are, and the risks 
associated with them in an incident.
    (B) An understanding of the potential outcomes associated with an 
emergency created when hazardous substances are present.
    (C) The ability to recognize the presence of hazardous substances in 
an emergency.
    (D) The ability to identify the hazardous substances, if possible.
    (E) An understanding of the role of the first responder awareness 
individual in the employer's emergency response plan including site 
security and control and the U.S. Department of Transportation's 
Emergency Response Guidebook.
    (F) The ability to realize the need for additional resources, and to 
make appropriate notifications to the communication center.
    (ii) First responder operations level. First responders at the 
operations level are individuals who respond to releases or potential 
releases of hazardous substances as part of the initial response to the 
site for the purpose of protecting nearby persons, property, or the 
environment from the effects of the release. They are trained to respond 
in a defensive fashion without actually trying to stop the release. 
Their function is to contain the release from a safe distance, keep it 
from spreading, and prevent exposures. First responders at the 
operational level shall have received at least eight hours of training 
or have had sufficient experience to objectively demonstrate competency 
in the following areas in addition to those listed for the awareness 
level and the employer shall so certify:
    (A) Knowledge of the basic hazard and risk assessment techniques.
    (B) Know how to select and use proper personal protective equipment 
provided to the first responder operational level.
    (C) An understanding of basic hazardous materials terms.
    (D) Know how to perform basic control, containment and/or 
confinement operations within the capabilities of the resources and 
personal protective equipment available with their unit.
    (E) Know how to implement basic decontamination procedures.
    (F) An understanding of the relevant standard operating procedures 
and termination procedures.
    (iii) Hazardous materials technician. Hazardous materials 
technicians are individuals who respond to releases or potential 
releases for the purpose of

[[Page 164]]

stopping the release. They assume a more aggressive role than a first 
responder at the operations level in that they will approach the point 
of release in order to plug, patch or otherwise stop the release of a 
hazardous substance. Hazardous materials technicians shall have received 
at least 24 hours of training equal to the first responder operations 
level and in addition have competency in the following areas and the 
employer shall so certify:
    (A) Know how to implement the employer's emergency response plan.
    (B) Know the classification, identification and verification of 
known and unknown materials by using field survey instruments and 
equipment.
    (C) Be able to function within an assigned role in the Incident 
Command System.
    (D) Know how to select and use proper specialized chemical personal 
protective equipment provided to the hazardous materials technician.
    (E) Understand hazard and risk assessment techniques.
    (F) Be able to perform advance control, containment, and/or 
confinement operations within the capabilities of the resources and 
personal protective equipment available with the unit.
    (G) Understand and implement decontamination procedures.
    (H) Understand termination procedures.
    (I) Understand basic chemical and toxicological terminology and 
behavior.
    (iv) Hazardous materials specialist. Hazardous materials specialists 
are individuals who respond with and provide support to hazardous 
materials technicians. Their duties parallel those of the hazardous 
materials technician, however, those duties require a more directed or 
specific knowledge of the various substances they may be called upon to 
contain. The hazardous materials specialist would also act as the site 
liaison with Federal, state, local and other government authorities in 
regards to site activities. Hazardous materials specialists shall have 
received at least 24 hours of training equal to the technician level and 
in addition have competency in the following areas and the employer 
shall so certify:
    (A) Know how to implement the local emergency response plan.
    (B) Understand classification, identification and verification of 
known and unknown materials by using advanced survey instruments and 
equipment.
    (C) Know of the state emergency response plan.
    (D) Be able to select and use proper specialized chemical personal 
protective equipment provided to the hazardous materials specialist.
    (E) Understand in-depth hazard and risk techniques.
    (F) Be able to perform specialized control, containment, and/or 
confinement operations within the capabilities of the resources and 
personal protective equipment available.
    (G) Be able to determine and implement decontamination procedures.
    (H) Have the ability to develop a site safety and control plan.
    (I) Understand chemical, radiological and toxicological terminology 
and behavior.
    (v) On scene incident commander. Incident commanders, who will 
assume control of the incident scene beyond the first responder 
awareness level, shall receive at least 24 hours of training equal to 
the first responder operations level and in addition have competency in 
the following areas and the employer shall so certify:
    (A) Know and be able to implement the employer's incident command 
system.
    (B) Know how to implement the employer's emergency response plan.
    (C) Know and understand the hazards and risks associated with 
employees working in chemical protective clothing.
    (D) Know how to implement the local emergency response plan.
    (E) Know of the state emergency response plan and of the Federal 
Regional Response Team.
    (F) Know and understand the importance of decontamination 
procedures.
    (7) Trainers. Trainers who teach any of the above training subjects 
shall have satisfactorily completed a training course for teaching the 
subjects they are expected to teach, such as the courses offered by the 
U.S. National Fire Academy, or they shall have the training and/or 
academic credentials

[[Page 165]]

and instructional experience necessary to demonstrate competent 
instructional skills and a good command of the subject matter of the 
courses they are to teach.
    (8) Refresher training. (i) Those employees who are trained in 
accordance with paragraph (q)(6) of this section shall receive annual 
refresher training of sufficient content and duration to maintain their 
competencies, or shall demonstrate competency in those areas at least 
yearly.
    (ii) A statement shall be made of the training or competency, and if 
a statement of competency is made, the employer shall keep a record of 
the methodology used to demonstrate competency.
    (9) Medical surveillance and consultation. (i) Members of an 
organized and designated HAZMAT team and hazardous materials specialists 
shall receive a baseline physical examination and be provided with 
medical surveillance as required in paragraph (f) of this section.
    (ii) Any emergency response employees who exhibits signs or symptoms 
which may have resulted from exposure to hazardous substances during the 
course of an emergency incident, either immediately or subsequently, 
shall be provided with medical consultation as required in paragraph 
(f)(3)(ii) of this section.
    (10) Chemical protective clothing. Chemical protective clothing and 
equipment to be used by organized and designated HAZMAT team members, or 
to be used by hazardous materials specialists, shall meet the 
requirements of paragraphs (g) (3) through (5) of this section.
    (11) Post-emergency response operations. Upon completion of the 
emergency response, if it is determined that it is necessary to remove 
hazardous substances, health hazards, and materials contaminated with 
them (such as contaminated soil or other elements of the natural 
environment) from the site of the incident, the employer conducting the 
clean-up shall comply with one of the following:
    (i) Meet all of the requirements of paragraphs (b) through (o) of 
this section; or
    (ii) Where the clean-up is done on plant property using plant or 
workplace employees, such employees shall have completed the training 
requirements of the following: 29 CFR 1926.35, 1926.59, and 1926.103, 
and other appropriate safety and health training made necessary by the 
tasks that they are expected to be performed such as personal protective 
equipment and decontamination procedures. All equipment to be used in 
the performance of the clean-up work shall be in serviceable condition 
and shall have been inspected prior to use.

 Appendices to Sec. 1926.65--Hazardous Waste Operations and Emergency 
                                Response

    Note: The following appendices serve as non-mandatory guidelines to 
assist employees and employers in complying with the appropriate 
requirements of this section. However Sec. 1926.65(g) makes mandatory 
in certain circumstances the use of Level A and Level B PPE protection.

 Appendix A to Sec. 1926.65--Personal Protective Equipment Test Methods

    This appendix sets forth the non-mandatory examples of tests which 
may be used to evaluate compliance with Sec. 1926.65(g)(4) (ii) and 
(iii). Other tests and other challenge agents may be used to evaluate 
compliance.

     A. Totally-encapsulating chemical protective suit pressure test

    1.0--Scope
    1.1 This practice measures the ability of a gas tight totally-
encapsulating chemical protective suit material, seams, and closures to 
maintain a fixed positive pressure. The results of this practice allow 
the gas tight integrity of a totally-encapsulating chemical protective 
suit to be evaluated.
    1.2 Resistance of the suit materials to permeation, penetration, and 
degradation by specific hazardous substances is not determined by this 
test method.
    2.0--Definition of terms
    2.1 Totally-encapsulated chemical protective suit (TECP suit) means 
a full body garment which is constructed of protective clothing 
materials; covers the wearer's torso, head, arms, legs and respirator; 
may cover the wearer's hands and feet with tightly attached gloves and 
boots; completely encloses the wearer and respirator by itself or in 
combination with the wearer's gloves and boots.
    2.2 Protective clothing material means any material or combination 
of materials used in an item of clothing for the purpose of isolating 
parts of the body from direct contact with a potentially hazardous 
liquid or gaseous chemicals.

[[Page 166]]

    2.3 Gas tight means, for the purpose of this test method, the 
limited flow of a gas under pressure from the inside of a TECP suit to 
atmosphere at a prescribed pressure and time interval.
    3.0--Summary of test method
    3.1 The TECP suit is visually inspected and modified for the test. 
The test apparatus is attached to the suit to permit inflation to the 
pre-test suit expansion pressure for removal of suit wrinkles and 
creases. The pressure is lowered to the test pressure and monitored for 
three minutes. If the pressure drop is excessive, the TECP suit fails 
the test and is removed from service. The test is repeated after leak 
location and repair.
    4.0--Required Supplies
    4.1 Source of compressed air.
    4.2 Test apparatus for suit testing, including a pressure 
measurement device with a sensitivity of at least \1/4\ inch water 
gauge.
    4.3 Vent valve closure plugs or sealing tape.
    4.4 Soapy water solution and soft brush.
    4.5 Stop watch or appropriate timing device.
    5.0--Safety Precautions
    5.1 Care shall be taken to provide the correct pressure safety 
devices required for the source of compressed air used.
    6.0--Test Procedure
    6.1 Prior to each test, the tester shall perform a visual inspection 
of the suit. Check the suit for seam integrity by visually examining the 
seams and gently pulling on the seams. Ensure that all air supply lines, 
fittings, visor, zippers, and valves are secure and show no signs of 
deterioration.
    6.1.1 Seal off the vent valves along with any other normal inlet or 
exhaust points (such as umbilical air line fittings or face piece 
opening) with tape or other appropriate means (caps, plugs, fixture, 
etc.). Care should be exercised in the sealing process not to damage any 
of the suit components.
    6.1.2 Close all closure assemblies.
    6.1.3 Prepare the suit for inflation by providing an improvised 
connection point on the suit for connecting an airline. Attach the 
pressure test apparatus to the suit to permit suit inflation from a 
compressed air source equipped with a pressure indicating regulator. The 
leak tightness of the pressure test apparatus should be tested before 
and after each test by closing off the end of the tubing attached to the 
suit and assuring a pressure of three inches water gauge for three 
minutes can be maintained. If a component is removed for the test, that 
component shall be replaced and a second test conducted with another 
component removed to permit a complete test of the ensemble.
    6.1.4 The pre-test expansion pressure (A) and the suit test pressure 
(B) shall be supplied by the suit manufacturer, but in no case shall 
they be less than: (A)=three inches water gauge; and (B)=two inches 
water gauge. The ending suit pressure (C) shall be no less than 80 
percent of the test pressure (B); i.e., the pressure drop shall not 
exceed 20 percent of the test pressure (B).
    6.1.5 Inflate the suit until the pressure inside is equal to 
pressure (A), the pre-test expansion suit pressure. Allow at least one 
minute to fill out the wrinkles in the suit. Release sufficient air to 
reduce the suit pressure to pressure (B), the suit test pressure. Begin 
timing. At the end of three minutes, record the suit pressure as 
pressure (C), the ending suit pressure. The difference between the suit 
test pressure and the ending suit test pressure (B-C) shall be defined 
as the suit pressure drop.
    6.1.6 If the suit pressure drop is more than 20 percent of the suit 
test pressure (B) during the three-minute test period, the suit fails 
the test and shall be removed from service.
    7.0--Retest Procedure
    7.1 If the suit fails the test check for leaks by inflating the suit 
to pressure (A) and brushing or wiping the entire suit (including seams, 
closures, lens gaskets, glove-to-sleeve joints, etc.) with a mild soap 
and water solution. Observe the suit for the formation of soap bubbles, 
which is an indication of a leak. Repair all identified leaks.
    7.2 Retest the TECP suit as outlined in Test procedure 6.0.
    8.0--Report
    8.1 Each TECP suit tested by this practice shall have the following 
information recorded:
    8.1.1 Unique identification number, identifying brand name, date of 
purchase, material of construction, and unique fit features, e.g., 
special breathing apparatus.
    8.1.2 The actual values for test pressures (A), (B), and (C) shall 
be recorded along with the specific observation times. If the ending 
pressure (C) is less than 80 percent of the test pressure (B), the suit 
shall be identified as failing the test. When possible, the specific 
leak location shall be identified in the test records. Retest pressure 
data shall be recorded as an additional test.
    8.1.3 The source of the test apparatus used shall be identified and 
the sensitivity of the pressure gauge shall be recorded.
    8.1.4 Records shall be kept for each pressure test even if repairs 
are being made at the test location.

                                 CAUTION

    Visually inspect all parts of the suit to be sure they are 
positioned correctly and secured tightly before putting the suit back 
into service. Special care should be taken to examine each exhaust valve 
to make sure it is not blocked.
    Care should also be exercised to assure that the inside and outside 
of the suit is completely dry before it is put into storage.

[[Page 167]]

 B. Totally-encapsulating chemical protective suit qualitative leak test

    1.0--Scope
    1.1 This practice semi-qualitatively tests gas tight totally-
encapsulating chemical protective suit integrity by detecting inward 
leakage of ammonia vapor. Since no modifications are made to the suit to 
carry out this test, the results from this practice provide a realistic 
test for the integrity of the entire suit.
    1.2 Resistance of the suit materials to permeation, penetration, and 
degradation is not determined by this test method. ASTM test methods are 
available to test suit materials for these characteristics and the tests 
are usually conducted by the manufacturers of the suits.
    2.0--Definition of terms
    2.1 Totally-encapsulated chemical protective suit (TECP suit) means 
a full body garment which is constructed of protective clothing 
materials; covers the wearer's torso, head, arms, legs and respirator; 
may cover the wearer's hands and feet with tightly attached gloves and 
boots; completely encloses the wearer and respirator by itself or in 
combination with the wearer's gloves, and boots.
    2.2 Protective clothing material means any material or combination 
of materials used in an item of clothing for the purpose of isolating 
parts of the body from direct contact with a potentially hazardous 
liquid or gaseous chemicals.
    2.3 Gas tight means, for the purpose of this test method, the 
limited flow of a gas under pressure from the inside of a TECP suit to 
atmosphere at a prescribed pressure and time interval.
    2.4 Intrusion Coefficient means a number expressing the level of 
protection provided by a gas tight totally-encapsulating chemical 
protective suit. The intrusion coefficient is calculated by dividing the 
test room challenge agent concentration by the concentration of 
challenge agent found inside the suit. The accuracy of the intrusion 
coefficient is dependent on the challenge agent monitoring methods. The 
larger the intrusion coefficient the greater the protection provided by 
the TECP suit.
    3.0--Summary of recommended practice
    3.1 The volume of concentrated aqueous ammonia solution (ammonia 
hydroxide NH4 OH) required to generate the test atmosphere is 
determined using the directions outlined in 6.1. The suit is donned by a 
person wearing the appropriate respiratory equipment (either a positive 
pressure self-contained breathing apparatus or a positive pressure 
supplied air respirator) and worn inside the enclosed test room. The 
concentrated aqueous ammonia solution is taken by the suited individual 
into the test room and poured into an open plastic pan. A two-minute 
evaporation period is observed before the test room concentration is 
measured, using a high range ammonia length of stain detector tube. When 
the ammonia vapor reaches a concentration of between 1000 and 1200 ppm, 
the suited individual starts a standardized exercise protocol to stress 
and flex the suit. After this protocol is completed, the test room 
concentration is measured again. The suited individual exits the test 
room and his stand-by person measures the ammonia concentration inside 
the suit using a low range ammonia length of stain detector tube or 
other more sensitive ammonia detector. A stand-by person is required to 
observe the test individual during the test procedure; aid the person in 
donning and doffing the TECP suit; and monitor the suit interior. The 
intrusion coefficient of the suit can be calculated by dividing the 
average test area concentration by the interior suit concentration. A 
colorimetric ammonia indicator strip of bromophenol blue or equivalent 
is placed on the inside of the suit face piece lens so that the suited 
individual is able to detect a color change and know if the suit has a 
significant leak. If a color change is observed the individual shall 
leave the test room immediately.
    4.0--Required supplies
    4.1 A supply of concentrated aqueous ammonium hydroxide (58% by 
weight).
    4.2 A supply of bromophenol/blue indicating paper or equivalent, 
sensitive to 5-10 ppm ammonia or greater over a two-minute period of 
exposure. [pH 3.0 (yellow) to pH 4.6 (blue)]
    4.3 A supply of high range (0.5-10 volume percent) and low range (5-
700 ppm) detector tubes for ammonia and the corresponding sampling pump. 
More sensitive ammonia detectors can be substituted for the low range 
detector tubes to improve the sensitivity of this practice.
    4.4 A shallow plastic pan (PVC) at least 
12:14:1 and a half pint plastic 
container (PVC) with tightly closing lid.
    4.5 A graduated cylinder or other volumetric measuring device of at 
least 50 milliliters in volume with an accuracy of at least 1 milliliters.

                         5.0--Safety precautions

    5.1 Concentrated aqueous ammonium hydroxide, NH4 OH, is a 
corrosive volatile liquid requiring eye, skin, and respiratory 
protection. The person conducting the test shall review the MSDS for 
aqueous ammonia.
    5.2 Since the established permissible exposure limit for ammonia is 
35 ppm as a 15 minute STEL, only persons wearing a positive pressure 
self-contained breathing apparatus or a positive pressure supplied air 
respirator shall be in the chamber. Normally only the person wearing the 
totally-encapsulating suit will be inside the chamber. A stand-by person 
shall have a positive pressure self-contained breathing apparatus, or a

[[Page 168]]

positive pressure supplied air respirator available to enter the test 
area should the suited individual need assistance.
    5.3 A method to monitor the suited individual must be used during 
this test. Visual contact is the simplest but other methods using 
communication devices are acceptable.
    5.4 The test room shall be large enough to allow the exercise 
protocol to be carried out and then to be ventilated to allow for easy 
exhaust of the ammonia test atmosphere after the test(s) are completed.
    5.5 Individuals shall be medically screened for the use of 
respiratory protection and checked for allergies to ammonia before 
participating in this test procedure.

                           6.0--Test procedure

    6.1.1 Measure the test area to the nearest foot and calculate its 
volume in cubic feet. Multiply the test area volume by 0.2 milliliters 
of concentrated aqueous ammonia solution per cubic foot of test area 
volume to determine the approximate volume of concentrated aqueous 
ammonia required to generate 1000 ppm in the test area.
    6.1.2 Measure this volume from the supply of concentrated aqueous 
ammonia and place it into a closed plastic container.
    6.1.3 Place the container, several high range ammonia detector 
tubes, and the pump in the clean test pan and locate it near the test 
area entry door so that the suited individual has easy access to these 
supplies.
    6.2.1 In a non-contaminated atmosphere, open a pre-sealed ammonia 
indicator strip and fasten one end of the strip to the inside of the 
suit face shield lens where it can be seen by the wearer. Moisten the 
indicator strip with distilled water. Care shall be taken not to 
contaminate the detector part of the indicator paper by touching it. A 
small piece of masking tape or equivalent should be used to attach the 
indicator strip to the interior of the suit face shield.
    6.2.2 If problems are encountered with this method of attachment, 
the indicator strip can be attached to the outside of the respirator 
face piece lens being used during the test.
    6.3 Don the respiratory protective device normally used with the 
suit, and then don the TECP suit to be tested. Check to be sure all 
openings which are intended to be sealed (zippers, gloves, etc.) are 
completely sealed. DO NOT, however, plug off any venting valves.
    6.4 Step into the enclosed test room such as a closet, bathroom, or 
test booth, equipped with an exhaust fan. No air should be exhausted 
from the chamber during the test because this will dilute the ammonia 
challenge concentrations.
    6.5 Open the container with the pre-measured volume of concentrated 
aqueous ammonia within the enclosed test room, and pour the liquid into 
the empty plastic test pan. Wait two minutes to allow for adequate 
volatilization of the concentrated aqueous ammonia. A small mixing fan 
can be used near the evaporation pan to increase the evaporation rate of 
the ammonia solution.
    6.6 After two minutes a determination of the ammonia concentration 
within the chamber should be made using the high range colorimetric 
detector tube. A concentration of 1000 ppm ammonia or greater shall be 
generated before the exercises are started.
    6.7 To test the integrity of the suit the following four minute 
exercise protocol should be followed:
    6.7.1 Raising the arms above the head with at least 15 raising 
motions completed in one minute.
    6.7.2 Walking in place for one minute with at least 15 raising 
motions of each leg in a one-minute period.
    6.7.3 Touching the toes with a least 10 complete motions of the arms 
from above the head to touching of the toes in a one-minute period.
    6.7.4 Knee bends with at least 10 complete standing and squatting 
motions in a one-minute period.
    6.8 If at any time during the test the colorimetric indicating paper 
should change colors, the test should be stopped and section 6.10 and 
6.12 initiated (See ] 4.2).
    6.9 After completion of the test exercise, the test area 
concentration should be measured again using the high range colorimetric 
detector tube.
    6.10 Exit the test area.
    6.11 The opening created by the suit zipper or other appropriate 
suit penetration should be used to determine the ammonia concentration 
in the suit with the low range length of stain detector tube or other 
ammonia monitor. The internal TECP suit air should be sampled far enough 
from the enclosed test area to prevent a false ammonia reading.
    6.12 After completion of the measurement of the suit interior 
ammonia concentration the test is concluded and the suit is doffed and 
the respirator removed.
    6.13 The ventilating fan for the test room should be turned on and 
allowed to run for enough time to remove the ammonia gas. The fan shall 
be vented to the outside of the building.
    6.14 Any detectable ammonia in the suit interior (five ppm ammonia 
(NH3) or more for the length of stain detector tube) 
indicates that the suit has failed the test. When other ammonia 
detectors are used a lower level of detection is possible, and it should 
be specified as the pass/fail criteria.
    6.15 By following this test method, an intrusion coefficient of 
approximately 200 or more can be measured with the suit in a completely 
operational condition. If the intrusion coefficient is 200 or more, then 
the

[[Page 169]]

suit is suitable for emergency response and field use.

                         7.0--Retest procedures

    7.1 If the suit fails this test, check for leaks by following the 
pressure test in test A above.
    7.2 Retest the TECP suit as outlined in the test procedure 6.0.

                               8.0--Report

    8.1 Each gas tight totally-encapsulating chemical protective suit 
tested by this practice shall have the following information recorded.
    8.1.1 Unique identification number, identifying brand name, date of 
purchase, material of construction, and unique suit features; e.g., 
special breathing apparatus.
    8.1.2 General description of test room used for test.
    8.1.3 Brand name and purchase date of ammonia detector strips and 
color change data.
    8.1.4 Brand name, sampling range, and expiration date of the length 
of stain ammonia detector tubes. The brand name and model of the 
sampling pump should also be recorded. If another type of ammonia 
detector is used, it should be identified along with its minimum 
detection limit for ammonia.
    8.1.5 Actual test results shall list the two test area 
concentrations, their average, the interior suit concentration, and the 
calculated intrusion coefficient. Retest data shall be recorded as an 
additional test.
    8.2 The evaluation of the data shall be specified as ``suit passed'' 
or ``suit failed,'' and the date of the test. Any detectable ammonia 
(five ppm or greater for the length of stain detector tube) in the suit 
interior indicates the suit has failed this test. When other ammonia 
detectors are used, a lower level of detection is possible and it should 
be specified as the pass fail criteria.

                                 CAUTION

    Visually inspect all parts of the suit to be sure they are 
positioned correctly and secured tightly before putting the suit back 
into service. Special care should be taken to examine each exhaust valve 
to make sure it is not blocked.
    Care should also be exercised to assure that the inside and outside 
of the suit is completely dry before it is put into storage.

 Appendix B to Sec. 1926.65--General Description and Discussion of the 
                Levels of Protection and Protective Gear

    This appendix sets forth information about personal protective 
equipment (PPE) protection levels which may be used to assist employers 
in complying with the PPE requirements of this section.
    As required by the standard, PPE must be selected which will protect 
employees from the specific hazards which they are likely to encounter 
during their work on-site.
    Selection of the appropriate PPE is a complex process which should 
take into consideration a variety of factors. Key factors involved in 
this process are identification of the hazards, or suspected hazards; 
their routes of potential hazard to employees (inhalation, skin 
absorption, ingestion, and eye or skin contact); and the performance of 
the PPE materials (and seams) in providing a barrier to these hazards. 
The amount of protection provided by PPE is material-hazard specific. 
That is, protective equipment materials will protect well against some 
hazardous substances and poorly, or not at all, against others. In many 
instances, protective equipment materials cannot be found which will 
provide continuous protection from the particular hazardous substance. 
In these cases the breakthrough time of the protective material should 
exceed the work durations.
    Other factors in this selection process to be considered are 
matching the PPE to the employee's work requirements and task-specific 
conditions. The durability of PPE materials, such as tear strength and 
seam strength, should be considered in relation to the employee's tasks. 
The effects of PPE in relation to heat stress and task duration are a 
factor in selecting and using PPE. In some cases layers of PPE may be 
necessary to provide sufficient protection, or to protect expensive PPE 
inner garments, suits or equipment.
    The more that is known about the hazards at the site, the easier the 
job of PPE selection becomes. As more information about the hazards and 
conditions at the site becomes available, the site supervisor can make 
decisions to up-grade or down-grade the level of PPE protection to match 
the tasks at hand.
    The following are guidelines which an employer can use to begin the 
selection of the appropriate PPE. As noted above, the site information 
may suggest the use of combinations of PPE selected from the different 
protection levels (i.e., A, B, C, or D) as being more suitable to the 
hazards of the work. It should be cautioned that the listing below does 
not fully address the performance of the specific PPE material in 
relation to the specific hazards at the job site, and that PPE 
selection, evaluation and re-selection is an ongoing process until 
sufficient information about the hazards and PPE performance is 
obtained.
    Part A. Personal protective equipment is divided into four 
categories based on the degree of protection afforded. (See Part B of 
this appendix for further explanation of Levels A, B, C, and D hazards.)

[[Page 170]]

    I. Level A-- To be selected when the greatest level of skin, 
respiratory, and eye protection is required.
    The following constitute Level A equipment; it may be used as 
appropriate;
    1. Positive pressure, full face-piece self-contained breathing 
apparatus (SCBA), or positive pressure supplied air respirator with 
escape SCBA, approved by the National Institute for Occupational Safety 
and Health (NIOSH).
    2. Totally-encapsulating chemical-protective suit.
    3. Coveralls. \1\
    4. Long underwear. \1\
    5. Gloves, outer, chemical-resistant.
    6. Gloves, inner, chemical-resistant.
    7. Boots, chemical-resistant, steel toe and shank.
    8. Hard hat (under suit). \1\
    9. Disposable protective suit, gloves and boots (depending on suit 
construction, may be worn over totally-encapsulating suit).
    II. Level B--The highest level of respiratory protection is 
necessary but a lesser level of skin protection is needed.
    The following constitute Level B equipment; it may be used as 
appropriate.
    1. Positive pressure, full-facepiece self-contained breathing 
apparatus (SCBA), or positive pressure supplied air respirator with 
escape SCBA (NIOSH approved).
    2. Hooded chemical-resistant clothing (overalls and long-sleeved 
jacket; coveralls; one or two-piece chemical-splash suit; disposable 
chemical-resistant overalls).
    3. Coveralls. \1\
    4. Gloves, outer, chemical-resistant.
    5. Gloves, inner, chemical-resistant.
    6. Boots, outer, chemical-resistant steel toe and shank.
    7. Boot-covers, outer, chemical-resistant (disposable). \1\
    8. Hard hat. \1\
    9. [Reserved]
    10. Face shield. \1\
    III. Level C--The concentration(s) and type(s) of airborne 
substance(s) is known and the criteria for using air purifying 
respirators are met.
    The following constitute Level C equipment; it may be used as 
appropriate.
    1. Full-face or half-mask, air purifying respirators (NIOSH 
approved).
    2. Hooded chemical-resistant clothing (overalls; two-piece chemical-
splash suit; disposable chemical-resistant overalls).
    3. Coveralls. \1\
---------------------------------------------------------------------------

    \1\ Optional, as applicable.
---------------------------------------------------------------------------

    4. Gloves, outer, chemical-resistant.
    5. Gloves, inner, chemical-resistant.
    6. Boots (outer), chemical-resistant steel toe and shank. \1\
    7. Boot-covers, outer, chemical-resistant (disposable) \1\.
    8. Hard hat. \1\
    9. Escape mask. \1\
    10. Face shield. \1\
    IV. Level D--A work uniform affording minimal protection, used for 
nuisance contamination only.
    The following constitute Level D equipment; it may be used as 
appropriate:
    1. Coveralls.
    2. Gloves. \1\
    3. Boots/shoes, chemical-resistant steel toe and shank.
    4. Boots, outer, chemical-resistant (disposable). \1\
    5. Safety glasses or chemical splash goggles*.
    6. Hard hat. \1\
    7. Escape mask. \1\
    8. Face shield. \1\
    Part B. The types of hazards for which levels A, B, C, and D 
protection are appropriate are described below:
    I. Level A--Level A protection should be used when:
    1. The hazardous substance has been identified and requires the 
highest level of protection for skin, eyes, and the respiratory system 
based on either the measured (or potential for) high concentration of 
atmospheric vapors, gases, or particulates; or the site operations and 
work functions involve a high potential for splash, immersion, or 
exposure to unexpected vapors, gases, or particulates of materials that 
are harmful to skin or capable of being absorbed through the skin;
    2. Substances with a high degree of hazard to the skin are known or 
suspected to be present, and skin contact is possible; or
    3. Operations are being conducted in confined, poorly ventilated 
areas, and the absence of conditions requiring Level A have not yet been 
determined.
    II. Level B--Level B protection should be used when:
    1. The type and atmospheric concentration of substances have been 
identified and require a high level of respiratory protection, but less 
skin protection;
    2. The atmosphere contains less than 19.5 percent oxygen; or
    3. The presence of incompletely identified vapors or gases is 
indicated by a direct-reading organic vapor detection instrument, but 
vapors and gases are not suspected of containing high levels of 
chemicals harmful to skin or capable of being absorbed through the skin.

    Note: This involves atmospheres with IDLH concentrations of specific 
substances that present severe inhalation hazards and that do not 
represent a severe skin hazard; or that do not meet the criteria for use 
of air-purifying respirators.

    III. Level C--Level C protection should be used when:

[[Page 171]]

    1. The atmospheric contaminants, liquid splashes, or other direct 
contact will not adversely affect or be absorbed through any exposed 
skin;
    2. The types of air contaminants have been identified, 
concentrations measured, and an air-purifying respirator is available 
that can remove the contaminants; and
    3. All criteria for the use of air-purifying respirators are met.
    IV. Level D--Level D protection should be used when:
    1. The atmosphere contains no known hazard; and
    2. Work functions preclude splashes, immersion, or the potential for 
unexpected inhalation of or contact with hazardous levels of any 
chemicals.

    Note: As stated before, combinations of personal protective 
equipment other than those described for Levels A, B, C, and D 
protection may be more appropriate and may be used to provide the proper 
level of protection.
    As an aid in selecting suitable chemical protective clothing, it 
should be noted that the National Fire Protection Association (NFPA) has 
developed standards on chemical protective clothing. The standards that 
have been adopted by include:
    NFPA 1991--Standard on Vapor-Protective Suits for Hazardous Chemical 
Emergencies (EPA Level A Protective Clothing).
    NFPA 1992--Standard on Liquid Splash-Protective Suits for Hazardous 
Chemical Emergencies (EPA Level B Protective Clothing).
    NFPA 1993--Standard on Liquid Splash-Protective Suits for Non-
emergency, Non-flammable Hazardous Chemical Situations (EPA Level B 
Protective Clothing).
    These standards apply documentation and performance requirements to 
the manufacture of chemical protective suits. Chemical protective suits 
meeting these requirements are labelled as compliant with the 
appropriate standard. It is recommended that chemical protective suits 
that meet these standards be used.

           Appendix C to Sec. 1926.65--Compliance Guidelines

    1. Occupational Safety and Health Program. Each hazardous waste site 
clean-up effort will require an occupational safety and health program 
headed by the site coordinator or the employer's representative. The 
purpose of the program will be the protection of employees at the site 
and will be an extension of the employer's overall safety and health 
program. The program will need to be developed before work begins on the 
site and implemented as work proceeds as stated in paragraph (b). The 
program is to facilitate coordination and communication of safety and 
health issues among personnel responsible for the various activities 
which will take place at the site. It will provide the overall means for 
planning and implementing the needed safety and health training and job 
orientation of employees who will be working at the site. The program 
will provide the means for identifying and controlling worksite hazards 
and the means for monitoring program effectiveness. The program will 
need to cover the responsibilities and authority of the site coordinator 
or the employer's manager on the site for the safety and health of 
employees at the site, and the relationships with contractors or support 
services as to what each employer's safety and health responsibilities 
are for their employees on the site. Each contractor on the site needs 
to have its own safety and health program so structured that it will 
smoothly interface with the program of the site coordinator or principal 
contractor.
    Also those employers involved with treating, storing or disposal of 
hazardous waste as covered in paragraph (p) must have implemented a 
safety and health program for their employees. This program is to 
include the hazard communication program required in paragraph (p)(1) 
and the training required in paragraphs (p)(7) and (p)(8) as parts of 
the employers comprehensive overall safety and health program. This 
program is to be in writing.
    Each site or workplace safety and health program will need to 
include the following: (1) Policy statements of the line of authority 
and accountability for implementing the program, the objectives of the 
program and the role of the site safety and health supervisor or manager 
and staff; (2) means or methods for the development of procedures for 
identifying and controlling workplace hazards at the site; (3) means or 
methods for the development and communication to employees of the 
various plans, work rules, standard operating procedures and practices 
that pertain to individual employees and supervisors; (4) means for the 
training of supervisors and employees to develop the needed skills and 
knowledge to perform their work in a safe and healthful manner; (5) 
means to anticipate and prepare for emergency situations; and (6) means 
for obtaining information feedback to aid in evaluating the program and 
for improving the effectiveness of the program. The management and 
employees should be trying continually to improve the effectiveness of 
the program thereby enhancing the protection being afforded those 
working on the site.
    Accidents on the site or workplace should be investigated to provide 
information on how such occurrences can be avoided in the future. When 
injuries or illnesses occur on the site or workplace, they will need to 
be investigated to determine what needs to be done to prevent this 
incident from occurring again. Such information will need to be used

[[Page 172]]

as feedback on the effectiveness of the program and the information 
turned into positive steps to prevent any reoccurrence. Receipt of 
employee suggestions or complaints relating to safety and health issues 
involved with site or workplace activities is also a feedback mechanism 
that can be used effectively to improve the program and may serve in 
part as an evaluative tool(s).
    For the development and implementation of the program to be the most 
effective, professional safety and health personnel should be used. 
Certified Safety Professionals, Board Certified Industrial Hygienists or 
Registered Professional Safety Engineers are good examples of 
professional stature for safety and health managers who will administer 
the employer's program.
    2. Training. The training programs for employees subject to the 
requirements of paragraph (e) of this standard should address: the 
safety and health hazards employees should expect to find on hazardous 
waste clean-up sites; what control measures or techniques are effective 
for those hazards; what monitoring procedures are effective in 
characterizing exposure levels; what makes an effective employer's 
safety and health program; what a site safety and health plan should 
include; hands on training with personal protective equipment and 
clothing they may be expected to use; the contents of the OSHA standard 
relevant to the employee's duties and function; and, employee's 
responsibilities under OSHA and other regulations. Supervisors will need 
training in their responsibilities under the safety and health program 
and its subject areas such as the spill containment program, the 
personal protective equipment program, the medical surveillance program, 
the emergency response plan and other areas.
    The training programs for employees subject to the requirements of 
paragraph (p) of this standard should address: the employers safety and 
health program elements impacting employees; the hazard communication 
program; the medical surveillance program; the hazards and the controls 
for such hazards that employees need to know for their job duties and 
functions. All require annual refresher training.
    The training programs for employees covered by the requirements of 
paragraph (q) of this standard should address those competencies 
required for the various levels of response such as: the hazards 
associated with hazardous substances; hazard identification and 
awareness; notification of appropriate persons; the need for and use of 
personal protective equipment including respirators; the decontamination 
procedures to be used; preplanning activities for hazardous substance 
incidents including the emergency reponse plan; company standard 
operating procedures for hazardous substance emergency responses; the 
use of the incident command system and other subjects. Hands-on training 
should be stressed whenever possible. Critiques done after an incident 
which include an evaluation of what worked and what did not and how 
could the incident be better handled the next time may be counted as 
training time.
    For hazardous materials specialists (usually members of hazardous 
materials teams), the training should address the care, use and/or 
testing of chemical protective clothing including totally encapsulating 
suits, the medical surveillance program, the standard operating 
procedures for the hazardous materials team including the use of 
plugging and patching equipment and other subject areas.
    Officers and leaders who may be expected to be in charge at an 
incident should be fully knowledgeable of their company's incident 
command system. They should know where and how to obtain additional 
assistance and be familiar with the local district's emergency response 
plan and the state emergency response plan.
    Specialist employees such as technical experts, medical experts or 
environmental experts that work with hazardous materials in their 
regular jobs, who may be sent to the incident scene by the shipper, 
manufacturer or governmental agency to advise and assist the person in 
charge of the incident should have training on an annual basis. Their 
training should include the care and use of personal protective 
equipment including respirators; knowledge of the incident command 
system and how they are to relate to it; and those areas needed to keep 
them current in their respective field as it relates to safety and 
health involving specific hazardous substances.
    Those skilled support personnel, such as employees who work for 
public works departments or equipment operators who operate bulldozers, 
sand trucks, backhoes, etc., who may be called to the incident scene to 
provide emergency support assistance, should have at least a safety and 
health briefing before entering the area of potential or actual 
exposure. These skilled support personnel, who have not been a part of 
the emergency response plan and do not meet the training requirements, 
should be made aware of the hazards they face and should be provided all 
necessary protective clothing and equipment required for their tasks.
    There are two National Fire Protection Association standards, NFPA 
472--``Standard for Professional Competence of Responders to Hazardous 
Material Incidents'' and NFPA 471--``Recommended Practice for Responding 
to Hazardous Material Incidents'', which are excellent resource 
documents to aid fire departments and other emergency response 
organizations in developing their training program materials. NFPA 472 
provides guidance on the skills and knowledge needed for first responder 
awareness level, first responder

[[Page 173]]

operations level, hazmat technicians, and hazmat specialist. It also 
offers guidance for the officer corp who will be in charge of hazardous 
substance incidents.
    3. Decontamination. Decontamination procedures should be tailored to 
the specific hazards of the site, and may vary in complexity and number 
of steps, depending on the level of hazard and the employee's exposure 
to the hazard. Decontamination procedures and PPE decontamination 
methods will vary depending upon the specific substance, since one 
procedure or method may not work for all substances. Evaluation of 
decontamination methods and procedures should be performed, as 
necessary, to assure that employees are not exposed to hazards by re-
using PPE. References in appendix D may be used for guidance in 
establishing an effective decontamination program. In addition, the U.S. 
Coast Guard's Manual, ``Policy Guidance for Response to Hazardous 
Chemical Releases,'' U.S. Department of Transportation, Washington, DC 
(COMDTINST M16465.30) is a good reference for establishing an effective 
decontamination program.
    4. Emergency response plans. States, along with designated districts 
within the states, will be developing or have developed local emergency 
response plans. These state and district plans should be utilized in the 
emergency response plans called for in the standard. Each employer 
should assure that its emergency response plan is compatible with the 
local plan. The major reference being used to aid in developing the 
state and local district plans is the Hazardous Materials Emergency 
Planning Guide, NRT-1. The current Emergency Response Guidebook from the 
U.S. Department of Transportation, CMA's CHEMTREC and the Fire Service 
Emergency Management Handbook may also be used as resources.
    Employers involved with treatment, storage, and disposal facilities 
for hazardous waste, which have the required contingency plan called for 
by their permit, would not need to duplicate the same planning elements. 
Those items of the emergency response plan that are properly addressed 
in the contingency plan may be substituted into the emergency response 
plan required in 1926.65 or otherwise kept together for employer and 
employee use.
    5. Personal protective equipment programs. The purpose of personal 
protective clothing and equipment (PPE) is to shield or isolate 
individuals from the chemical, physical, and biologic hazards that may 
be encountered at a hazardous substance site.
    As discussed in appendix B, no single combination of protective 
equipment and clothing is capable of protecting against all hazards. 
Thus PPE should be used in conjunction with other protective methods and 
its effectiveness evaluated periodically.
    The use of PPE can itself create significant worker hazards, such as 
heat stress, physical and psychological stress, and impaired vision, 
mobility, and communication. For any given situation, equipment and 
clothing should be selected that provide an adequate level of 
protection. However, over-protection, as well as under-protection, can 
be hazardous and should be avoided where possible.
    Two basic objectives of any PPE program should be to protect the 
wearer from safety and health hazards, and to prevent injury to the 
wearer from incorrect use and/or malfunction of the PPE. To accomplish 
these goals, a comprehensive PPE program should include hazard 
identification, medical monitoring, environmental surveillance, 
selection, use, maintenance, and decontamination of PPE and its 
associated training.
    The written PPE program should include policy statements, 
procedures, and guidelines. Copies should be made available to all 
employees, and a reference copy should be made available at the 
worksite. Technical data on equipment, maintenance manuals, relevant 
regulations, and other essential information should also be collected 
and maintained.
    6. Incident command system (ICS). Paragraph 1926.65(q)(3)(ii) 
requires the implementation of an ICS. The ICS is an organized approach 
to effectively control and manage operations at an emergency incident. 
The individual in charge of the ICS is the senior official responding to 
the incident. The ICS is not much different than the ``command post'' 
approach used for many years by the fire service. During large complex 
fires involving several companies and many pieces of apparatus, a 
command post would be established. This enabled one individual to be in 
charge of managing the incident, rather than having several officers 
from different companies making separate, and sometimes conflicting, 
decisions. The individual in charge of the command post would delegate 
responsibility for performing various tasks to subordinate officers. 
Additionally, all communications were routed through the command post to 
reduce the number of radio transmissions and eliminate confusion. 
However, strategy, tactics, and all decisions were made by one 
individual.
    The ICS is a very similar system, except it is implemented for 
emergency response to all incidents, both large and small, that involve 
hazardous substances.
    For a small incident, the individual in charge of the ICS may 
perform many tasks of the ICS. There may not be any, or little, 
delegation of tasks to subordinates. For example, in response to a small 
incident, the individual in charge of the ICS, in addition to normal 
command activities, may become the safety officer and may designate only 
one employee (with proper equipment) as a back-up to provide assistance 
if needed.

[[Page 174]]

OSHA does recommend, however, that at least two employees be designated 
as back-up personnel since the assistance needed may include rescue.
    To illustrate the operation of the ICS, the following scenario might 
develop during a small incident, such as an overturned tank truck with a 
small leak of flammable liquid.
    The first responding senior officer would implement and take command 
of the ICS. That person would size-up the incident and determine if 
additional personnel and apparatus were necessary; would determine what 
actions to take to control the leak; and, determine the proper level of 
personal protective equipment. If additional assistance is not needed, 
the individual in charge of the ICS would implement actions to stop and 
control the leak using the fewest number of personnel that can 
effectively accomplish the tasks. The individual in charge of the ICS 
then would designate himself as the safety officer and two other 
employees as a back-up in case rescue may become necessary. In this 
scenario, decontamination procedures would not be necessary.
    A large complex incident may require many employees and difficult, 
time-consuming efforts to control. In these situations, the individual 
in charge of the ICS will want to delegate different tasks to 
subordinates in order to maintain a span of control that will keep the 
number of subordinates, that are reporting, to a manageable level.
    Delegation of task at large incidents may be by location, where the 
incident scene is divided into sectors, and subordinate officers 
coordinate activities within the sector that they have been assigned.
    Delegation of tasks can also be by function. Some of the functions 
that the individual in charge of the ICS may want to delegate at a large 
incident are: medical services; evacuation; water supply; resources 
(equipment, apparatus); media relations; safety; and, site control 
(integrate activities with police for crowd and traffic control). Also 
for a large incident, the individual in charge of the ICS will designate 
several employees as back-up personnel; and a number of safety officers 
to monitor conditions and recommend safety precautions.
    Therefore, no matter what size or complexity an incident may be, by 
implementing an ICS there will be one individual in charge who makes the 
decisions and gives directions; and, all actions, and communications are 
coordinated through one central point of command. Such a system should 
reduce confusion, improve safety, organize and coordinate actions, and 
should facilitate effective management of the incident.
    7. Site Safety and Control Plans. The safety and security of 
response personnel and others in the area of an emergeny response 
incident site should be of primary concern to the incident commander. 
The use of a site safety and control plan could greatly assist those in 
charge of assuring the safety and health of employees on the site.
    A comprehensive site safety and control plan should include the 
following: summary analysis of hazards on the site and a risk analysis 
of those hazards; site map or sketch; site work zones (clean zone, 
transition or decontamination zone, work or hot zone); use of the buddy 
system; site communications; command post or command center; standard 
operating procedures and safe work practices; medical assistance and 
triage area; hazard monitoring plan (air contaminate monitoring, etc.); 
decontamination procedures and area; and other relevant areas. This plan 
should be a part of the employer's emergency response plan or an 
extension of it to the specific site.
    8. Medical surveillance programs. Workers handling hazardous 
substances may be exposed to toxic chemicals, safety hazards, biologic 
hazards, and radiation. Therefore, a medical surveillance program is 
essential to assess and monitor workers' health and fitness for 
employment in hazardous waste operations and during the course of work; 
to provide emergency and other treatment as needed; and to keep accurate 
records for future reference.
    The Occupational Safety and Health Guidance Manual for Hazardous 
Waste Site Activities developed by the National Institute for 
Occupational Safety and Health (NIOSH), the Occupational Safety and 
Health Administration (OSHA), the U.S. Coast Guard (USCG), and the 
Environmental Protection Agency (EPA); October 1985 provides an 
excellent example of the types of medical testing that should be done as 
part of a medical surveillance program.
    9. New Technology and Spill Containment Programs. Where hazardous 
substances may be released by spilling from a container that will expose 
employees to the hazards of the materials, the employer will need to 
implement a program to contain and control the spilled material. Diking 
and ditching, as well as use of absorbents like diatomaceous earth, are 
traditional techniques which have proven to be effective over the years. 
However, in recent years new products have come into the marketplace, 
the use of which complement and increase the effectiveness of these 
traditional methods. These new products also provide emergency 
responders and others with additional tools or agents to use to reduce 
the hazards of spilled materials.
    These agents can be rapidly applied over a large area and can be 
uniformly applied or otherwise can be used to build a small dam, thus 
improving the workers' ability to control spilled material. These 
application techniques enhance the intimate contact between the agent 
and the spilled material allowing for the quickest effect by the agent 
or quickest control of the spilled material.

[[Page 175]]

Agents are available to solidify liquid spilled materials, to suppress 
vapor generation from spilled materials, and to do both. Some special 
agents, which when applied as recommended by the manufacturer, will 
react in a controlled manner with the spilled material to neutralize 
acids or caustics, or greatly reduce the level of hazard of the spilled 
material.
    There are several modern methods and devices for use by emergency 
response personnel or others involved with spill control efforts to 
safely apply spill control agents to control spilled material hazards. 
These include portable pressurized applicators similar to hand-held 
portable fire extinguishing devices, and nozzle and hose systems similar 
to portable fire fighting foam systems which allow the operator to apply 
the agent without having to come into contact with the spilled material. 
The operator is able to apply the agent to the spilled material from a 
remote position.
    The solidification of liquids provides for rapid containment and 
isolation of hazardous substance spills. By directing the agent at run-
off points or at the edges of the spill, the reactant solid will 
automatically create a barrier to slow or stop the spread of the 
material. Clean-up of hazardous substances is greatly improved when 
solidifying agents, acid or caustic neutralizers, or activated carbon 
adsorbents are used. Properly applied, these agents can totally solidify 
liquid hazardous substances or neutralize or absorb them, which results 
in materials which are less hazardous and easier to handle, transport, 
and dispose of. The concept of spill treatment, to create less hazardous 
substances, will improve the safety and level of protection of employees 
working at spill clean-up operations or emergency response operations to 
spills of hazardous substances.
    The use of vapor suppression agents for volatile hazardous 
substances, such as flammable liquids and those substances which present 
an inhalation hazard, is important for protecting workers. The rapid and 
uniform distribution of the agent over the surface of the spilled 
material can provide quick vapor knockdown. There are temporary and 
long-term foam-type agents which are effective on vapors and dusts, and 
activated carbon adsorption agents which are effective for vapor control 
and soaking-up of the liquid. The proper use of hose lines or hand-held 
portable pressurized applicators provides good mobility and permits the 
worker to deliver the agent from a safe distance without having to step 
into the untreated spilled material. Some of these systems can be 
recharged in the field to provide coverage of larger spill areas than 
the design limits of a single charged applicator unit. Some of the more 
effective agents can solidify the liquid flammable hazardous substances 
and at the same time elevate the flashpoint above 140 [deg]F so the 
resulting substance may be handled as a nonhazardous waste material if 
it meets the U.S. Environmental Protection Agency's 40 CFR part 261 
requirements (See particularly Sec. 261.21).
    All workers performing hazardous substance spill control work are 
expected to wear the proper protective clothing and equipment for the 
materials present and to follow the employer's established standard 
operating procedures for spill control. All involved workers need to be 
trained in the established operating procedures; in the use and care of 
spill control equipment; and in the associated hazards and control of 
such hazards of spill containment work.
    These new tools and agents are the things that employers will want 
to evaluate as part of their new technology program. The treatment of 
spills of hazardous substances or wastes at an emergency incident as 
part of the immediate spill containment and control efforts is sometimes 
acceptable to EPA and a permit exception is described in 40 CFR 
264.1(g)(8) and 265.1(c)(11).

                 Appendix D to Sec. 1926.65--References

    The following references may be consulted for further information on 
the subject of this standard:
    1. OSHA Instruction DFO CPL 2.70--January 29, 1986, Special Emphasis 
Program: Hazardous Waste Sites.
    2. OSHA Instruction DFO CPL 2-2.37A--January 29, 1986, Technical 
Assistance and Guidelines for Superfund and Other Hazardous Waste Site 
Activities.
    3. OSHA Instruction DTS CPL 2.74--January 29, 1986, Hazardous Waste 
Activity Form, OSHA 175.
    4. Hazardous Waste Inspections Reference Manual, U.S. Department of 
Labor, Occupational Safety and Health Administration, 1986.
    5. Memorandum of Understanding Among the National Institute for 
Occupational Safety and Health, the Occupational Safety and Health 
Administration, the United States Coast Guard, and the United States 
Environmental Protection Agency, Guidance for Worker Protection During 
Hazardous Waste Site Investigations and Clean-up and Hazardous Substance 
Emergencies. December 18, 1980.
    6. National Priorities List, 1st Edition, October 1984; U.S. 
Environmental Protection Agency, Revised periodically.
    7. The Decontamination of Response Personnel, Field Standard 
Operating Procedures (F.S.O.P.) 7; U.S. Environmental Protection Agency, 
Office of Emergency and Remedial Response, Hazardous Response Support 
Division, December 1984.
    8. Preparation of a Site Safety Plan, Field Standard Operating 
Procedures (F.S.O.P.) 9; U.S. Environmental Protection Agency, Office of 
Emergency and Remedial Response,

[[Page 176]]

Hazardous Response Support Division, April 1985.
    9. Standard Operating Safety Guidelines; U.S. Environmental 
Protection Agency, Office of Emergency and Remedial Response, Hazardous 
Response Support Division, Environmental Response Team; November 1984.
    10. Occupational Safety and Health Guidance Manual for Hazardous 
Waste Site Activities, National Institute for Occupational Safety and 
Health (NIOSH), Occupational Safety and Health Administration (OSHA), 
U.S. Coast Guard (USCG), and Environmental Protection Agency (EPA); 
October 1985.
    11. Protecting Health and Safety at Hazardous Waste Sites: An 
Overview, U.S. Environmental Protection Agency, EPA/625/9-85/006; 
September 1985.
    12. Hazardous Waste Sites and Hazardous Substance Emergencies, NIOSH 
Worker Bulletin, U.S. Department of Health and Human Services, Public 
Health Service, Centers for Disease Control, National Institute for 
Occupational Safety and Health; December 1982.
    13. Personal Protective Equipment for Hazardous Materials Incidents: 
A Selection Guide; U.S. Department of Health and Human Services, Public 
Health Service, Centers for Disease Control, National Institute for 
Occupational Safety and Health; October 1984.
    14. Fire Service Emergency Management Handbook, International 
Association of Fire Chiefs Foundation, 101 East Holly Avenue, Unit 10B, 
Sterling, VA 22170, January 1985.
    15. Emergency Response Guidebook, U.S Department of Transportation, 
Washington, DC, 1987.
    16. Report to the Congress on Hazardous Materials Training, Planning 
and Preparedness, Federal Emergency Management Agency, Washington, DC, 
July 1986.
    17. Workbook for Fire Command, Alan V. Brunacini and J. David 
Beageron, National Fire Protection Association, Batterymarch Park, 
Quincy, MA 02269, 1985.
    18. Fire Command, Alan V. Brunacini, National Fire Protection 
Association, Batterymarch Park,, Quincy, MA 02269, 1985.
    19. Incident Command System, Fire Protection Publications, Oklahoma 
State University, Stillwater, OK 74078, 1983.
    20. Site Emergency Response Planning, Chemical Manufacturers 
Association, Washington, DC 20037, 1986.
    21. Hazardous Materials Emergency Planning Guide, NRT-1, 
Environmental Protection Agency, Washington, DC, March 1987.
    22. Community Teamwork: Working Together to Promote Hazardous 
Materials Transportation Safety. U.S. Department of Transportation, 
Washington, DC, May 1983.
    23. Disaster Planning Guide for Business and Industry, Federal 
Emergency Management Agency, Publication No. FEMA 141, August 1987.

        Appendix to Sec. 1926.65--Training Curriculum Guidelines

    The following non-mandatory general criteria may be used for 
assistance in developing site-specific training curriculum used to meet 
the training requirements of 29 CFR 1926.65(e); 29 CFR 1926.65(p)(7), 
(p)(8)(iii); and 29 CFR 1926.65(q)(6), (q)(7), and (q)(8). These are 
generic guidelines and they are not presented as a complete training 
curriculum for any specific employer. Site-specific training programs 
must be developed on the basis of a needs assessment of the hazardous 
waste site, RCRA/TSDF, or emergency response operation in accordance 
with 29 CFR 1926.65.

    It is noted that the legal requirements are set forth in the 
regulatory text of Sec. 1926.65. The guidance set forth here presents a 
highly effective program that in the areas covered would meet or exceed 
the regulatory requirements. In addition, other approaches could meet 
the regulatory requirements.

    Suggested General Criteria
    Definitions:
    Competent means possessing the skills, knowledge, experience, and 
judgment to perform assigned tasks or activities satisfactorily as 
determined by the employer.
    Demonstration means the showing by actual use of equipment or 
procedures.
    Hands-on training means training in a simulated work environment 
that permits each student to have experience performing tasks, making 
decisions, or using equipment appropriate to the job assignment for 
which the training is being conducted.
    Initial training means training required prior to beginning work.
    Lecture means an interactive discourse with a class lead by an 
instructor.
    Proficient means meeting a stated level of achievement.
    Site-specific means individual training directed to the operations 
of a specific job site.
    Training hours means the number of hours devoted to lecture, 
learning activities, small group work sessions, demonstration, 
evaluations, or hands-on experience.

    Suggested Core Criteria:
    1. Training facility. The training facility should have available 
sufficient resources, equipment, and site locations to perform didactic 
and hands-on training when appropriate. Training facilities should have 
sufficient organization, support staff, and services to conduct training 
in each of the courses offered.
    2. Training Director. Each training program should be under the 
direction of a training director who is responsible for the program. The 
Training Director should have a minimum of two years of employee 
education experience.

[[Page 177]]

    3. Instructors. Instructors should be deem competent on the basis of 
previous documented experience in their area of instruction, successful 
completion of a ``train-the-trainer'' program specific to the topics 
they will teach, and an evaluation of instructional competence by the 
Training Director.
    Instructors should be required to maintain professional competency 
by participating in continuing education or professional development 
programs or by completing successfully an annual refresher course and 
having an annual review by the Training Director.
    The annual review by the Training Director should include 
observation of an instructor's delivery, a review of those observations 
with the trainer, and an analysis of any instructor or class evaluations 
completed by the students during the previous year.
    4. Course materials. The Training Director should approve all course 
materials to be used by the training provider. Course materials should 
be reviewed and updated at least annually. Materials and equipment 
should be in good working order and maintained properly.
    All written and audio-visual materials in training curricula should 
be peer reviewed by technically competent outside reviewers or by a 
standing advisory committee.
    Reviews should possess expertise in the following disciplines were 
applicable: occupational health, industrial hygiene and safety, 
chemical/environmental engineering, employee education, or emergency 
response. One or more of the peer reviewers should be a employee 
experienced in the work activities to which the training is directed.
    5. Students. The program for accepting students should include:
    a. Assurance that the student is or will be involved in work where 
chemical exposures are likely and that the student possesses the skills 
necessary to perform the work.
    b. A policy on the necessary medical clearance.
    6. Ratios. Student-instructor ratios should not exceed 30 students 
per instructor. Hands-on activity requiring the use of personal 
protective equipment should have the following student-instructor 
ratios. For Level C or Level D personal protective equipment the ratio 
should be 10 students per instructor. For Level A or Level B personal 
protective equipment the ratio should be 5 students per instructor.
    7. Proficiency assessment. Proficiency should be evaluated and 
documented by the use of a written assessment and a skill demonstration 
selected and developed by the Training Director and training staff. The 
assessment and demonstration should evaluate the knowledge and 
individual skills developed in the course of training. The level of 
minimum achievement necessary for proficiency shall be specified in 
writing by the Training Director.
    If a written test is used, there should be a minimum of 50 
questions. If a written test is used in combination with a skills 
demonstration, a minimum of 25 questions should be used. If a skills 
demonstration is used, the tasks chosen and the means to rate successful 
completion should be fully documented by the Training Director.
    The content of the written test or of the skill demonstration shall 
be relevant to the objectives of the course. The written test and skill 
demonstration should be updated as necessary to reflect changes in the 
curriculum and any update should be approved by the Training Director.
    The proficiency assessment methods, regardless of the approach or 
combination of approaches used, should be justified, document and 
approved by the Training Director.
    The proficiency of those taking the additional courses for 
supervisors should be evaluated and document by using proficiency 
assessment methods acceptable to the Training Director. These 
proficiency assessment methods must reflect the additional 
responsibilities borne by supervisory personnel in hazardous waste 
operations or emergency response.
    8. Course certificate. Written documentation should be provided to 
each student who satisfactorily completes the training course. The 
documentation should include:
    a. Student's name.
    b. Course title.
    c. Course date.
    d. Statement that the student has successfully completed the course.
    e. Name and address of the training provider.
    f. An individual identification number for the certificate.
    g. List of the levels of personal protective equipment used by the 
student to complete the course.
    This documentation may include a certificate and an appropriate 
wallet-sized laminated card with a photograph of the student and the 
above information. When such course certificate cards are used, the 
individual identification number for the training certificate should be 
shown on the card.
    9. Recordkeeping. Training providers should maintain records listing 
the dates courses were presented, the names of the individual course 
attenders, the names of those students successfully completing each 
course, and the number of training certificates issued to each 
successful student. These records should be maintained for a minimum of 
five years after the date an individual participated in a training 
program offered by the training provider. These records should be 
available and provided upon the student's request or as mandated by law.
    10. Program quality control. The Training Director should conduct or 
direct an annual

[[Page 178]]

written audit of the training program. Program modifications to address 
deficiencies, if any, should be documented, approved, and implemented by 
the training provider. The audit and the program modification documents 
should be maintained at the training facility.

    Suggested Program Quality Control Criteria
    Factors listed here are suggested criteria for determining the 
quality and appropriateness of employee health and safety training for 
hazardous waste operations and emergency response.

    A. Training Plan.
    Adequacy and appropriateness of the training program's curriculum 
development, instructor training, distribution of course materials, and 
direct student training should be considered, including
    1. The duration of training, course content, and course schedules/
agendas;
    2. The different training requirements of the various target 
populations, as specified in the appropriate generic training 
curriculum;
    3. The process for the development of curriculum, which includes 
appropriate technical input, outside review, evaluation, program 
pretesting.
    4. The adequate and appropriate inclusion of hands-on, 
demonstration, and instruction methods;
    5. Adequate monitoring of student safety, progress, and performance 
during the training.

    B. Program management, Training Director, staff, and consultants.
    Adequacy and appropriateness of staff performance and delivering an 
effective training program should be considered, including
    1. Demonstration of the training director's leadership in assuring 
quality of health and safety training.
    2. Demonstration of the competency of the staff to meet the demands 
of delivering high quality hazardous waste employee health and safety 
training.
    3. Organization charts establishing clear lines of authority.
    4. Clearly defined staff duties including the relationship of the 
training staff to the overall program.
    5. Evidence that the training organizational structure suits the 
needs of the training program.
    6. Appropriateness and adequacy of the training methods used by the 
instructors.
    7. Sufficiency of the time committed by the training director and 
staff to the training program.
    8. Adequacy of the ratio of training staff to students.
    9. Availability and commitment of the training program of adequate 
human and equipment resources in the areas of
    a. Health effects,
    b. Safety,
    c. Personal protective equipment (PPE),
    d. Operational procedures,
    e. Employee protection practices/procedures.
    10. Appropriateness of management controls.
    11. Adequacy of the organization and appropriate resources assigned 
to assure appropriate training.
    12. In the case of multiple-site training programs, adequacy of 
satellite centers management.

    C. Training facilities and resources.
    Adequacy and appropriateness of the facilities and resources for 
supporting the training program should be considered, including,
    1. Space and equipment to conduct the training.
    2. Facilities for representative hands-on training.
    3. In the case of multiple-site programs, equipment and facilities 
at the satellite centers.
    4. Adequacy and appropriateness of the quality control and 
evaluations program to account for instructor performance.
    5. Adequacy and appropriateness of the quality control and 
evaluation program to ensure appropriate course evaluation, feedback, 
updating, and corrective action.
    6. Adequacy and appropriateness of disciplines and expertise being 
used within the quality control and evaluation program.
    7. Adequacy and appropriateness of the role of student evaluations 
to provide feedback for training program improvement.

    D. Quality control and evaluation.
    Adequacy and appropriateness of quality control and evaluation plans 
for training programs should be considered, including:
    1. A balanced advisory committee and/or competent outside reviewers 
to give overall policy guidance;
    2. Clear and adequate definition of the composition and active 
programmatic role of the advisory committee or outside reviewers.
    3. Adequacy of the minutes or reports of the advisory committee or 
outside reviewers' meetings or written communication.
    4. Adequacy and appropriateness of the quality control and 
evaluations program to account for instructor performance.
    5. Adequacy and appropriateness of the quality control and 
evaluation program to ensure appropriate course evaluation, feedback, 
updating, and corrective action.
    6. Adequacy and appropriateness of disciplines and expertise being 
used within the quality control and evaluation program.
    7. Adequacy and appropriateness of the role of student evaluations 
to provide feedback for training program improvement.

    E. Students

[[Page 179]]

    Adequacy and appropriateness of the program for accepting students 
should be considered, including
    1. Assurance that the student already possess the necessary skills 
for their job, including necessary documentation.
    2. Appropriateness of methods the program uses to ensure that 
recruits are capable of satisfactorily completing training.
    3. Review and compliance with any medical clearance policy.

    F. Institutional Environment and Administrative Support. The 
adequacy and appropriateness of the institutional environment and 
administrative support system for the training program should be 
considered, including
    1. Adequacy of the institutional commitment to the employee training 
program.
    2. Adequacy and appropriateness of the administrative structure and 
administrative support.

    G. Summary of Evaluation Questions. Key questions for evaluating the 
quality and appropriateness of an overall training program should 
include the following:
    1. Are the program objectives clearly stated?
    2. Is the program accomplishing its objectives?
    3. Are appropriate facilities and staff available?
    4. Is there an appropriate mix of classroom, demonstration, and 
hands-on training?
    5. Is the program providing quality employee health and safety 
training that fully meets the intent of regulatory requirements?
    6. What are the program's main strengths?
    7. What are the program's main weaknesses?
    8. What is recommended to improve the program?
    9. Are instructors instructing according to their training outlines?
    10. Is the evaluation tool current and appropriate for the program 
content?
    11. Is the course material current and relevant to the target group?

    Suggested Training Curriculum Guidelines
    The following training curriculum guidelines are for those 
operations specifically identified in 29 CFR 1926.65 as requiring 
training. Issues such as qualifications of instructors, training 
certification, and similar criteria appropriate to all categories of 
operations addressed in 1926.65 have been covered in the preceding 
section and are not re-addressed in each of the generic guidelines. 
Basic core requirements for training programs that are addressed include
    1. General Hazardous Waste Operations
    2. RCRA operations--Treatment, storage, and disposal facilities.
    3. Emergency Response.

    A. General Hazardous Waste Operations and Site-specific Training
    1. Off-site training. Minimum training course content for hazardous 
waste operations, required by 29 CFR 1926.65(e), should include the 
following topics or procedures:
    a. Regulatory knowledge.
    (1) A review of 29 CFR 1926.65 and the core elements of an 
occupational safety and health program.
    (2) The content of a medical surveillance program as outlined in 29 
CFR 1926.65(f).
    (3) The content of an effective site safety and health plan 
consistent with the requirements of 29 CFR 1926.65(b)(4)(ii).
    (4) Emergency response plan and procedures as outlined in 29 CFR 
1910.38 and 29 CFR 1926.65(l).
    (5) Adequate illumination.
    (6) Sanitation recommendation and equipment.
    (7) Review and explanation of OSHA's hazard-communication standard 
(29 CFR 1910.1200) and lock-out-tag-out standard (29 CFR 1910.147).
    (8) Review of other applicable standards including but not limited 
to those in the construction standards (29 CFR Part 1926).
    (9) Rights and responsibilities of employers and employees under 
applicable OSHA and EPA laws.
    b. Technical knowledge.
    (1) Type of potential exposures to chemical, biological, and 
radiological hazards; types of human responses to these hazards and 
recognition of those responses; principles of toxicology and information 
about acute and chronic hazards; health and safety considerations of new 
technology.
    (2) Fundamentals of chemical hazards including but not limited to 
vapor pressure, boiling points, flash points, ph, other physical and 
chemical properties.
    (3) Fire and explosion hazards of chemicals.
    (4) General safety hazards such as but not limited to electrical 
hazards, powered equipment hazards, motor vehicle hazards, walking-
working surface hazards, excavation hazards, and hazards associated with 
working in hot and cold temperature extremes.
    (5) Review and knowledge of confined space entry procedures in 29 
CFR 1910.146.
    (6) Work practices to minimize employee risk from site hazards.
    (7) Safe use of engineering controls, equipment, and any new 
relevant safety technology or safety procedures.
    (8) Review and demonstration of competency with air sampling and 
monitoring equipment that may be used in a site monitoring program.
    (9) Container sampling procedures and safeguarding; general drum and 
container handling procedures including special requirement for 
laboratory waste packs, shock-sensitive wastes, and radioactive wastes.

[[Page 180]]

    (10) The elements of a spill control program.
    (11) Proper use and limitations of material handling equipment.
    (12) Procedures for safe and healthful preparation of containers for 
shipping and transport.
    (13) Methods of communication including those used while wearing 
respiratory protection.
    c. Technical skills. (1) Selection, use maintenance, and limitations 
of personal protective equipment including the components and procedures 
for carrying out a respirator program to comply with 29 CFR 1910.134.
    (2) Instruction in decontamination programs including personnel, 
equipment, and hardware; hands-on training including level A, B, and C 
ensembles and appropriate decontamination lines; field activities 
including the donning and doffing of protective equipment to a level 
commensurate with the employee's anticipated job function and 
responsibility and to the degree required by potential hazards.
    (3) Sources for additional hazard information; exercises using 
relevant manuals and hazard coding systems.
    d. Additional suggested items.
    (1) A laminated, dated card or certificate with photo, denoting 
limitations and level of protection for which the employee is trained 
should be issued to those students successfully completing a course.
    (2) Attendance should be required at all training modules, with 
successful completion of exercises and a final written or oral 
examination with at least 50 questions.
    (3) A minimum of one-third of the program should be devoted to 
hands-on exercises.
    (4) A curriculum should be established for the 8-hour refresher 
training required by 29 CFR 1926.65(e)(8), with delivery of such courses 
directed toward those areas of previous training that need improvement 
or reemphasis.
    (5) A curriculum should be established for the required 8-hour 
training for supervisors. Demonstrated competency in the skills and 
knowledge provided in a 40-hour course should be a prerequisite for 
supervisor training.
    2. Refresher training. The 8-hour annual refresher training required 
in 29 CFR 1926.65(e)(8) should be conducted by qualified training 
providers. Refresher training should include at a minimum the following 
topics and procedures:
    (a) Review of and retraining on relevant topics covered in the 40-
hour program, as appropriate, using reports by the students on their 
work experiences.
    (b) Update on developments with respect to material covered in the 
40-hour course.
    (c) Review of changes to pertinent provisions of EPA or OSHA 
standards or laws.
    (d) Introduction of additional subject areas as appropriate.
    (e) Hands-on review of new or altered PPE or decontamination 
equipment or procedures. Review of new developments in personal 
protective equipment.
    (f) Review of newly developed air and contaminant monitoring 
equipment.
    3. On-site training. a. The employer should provide employees 
engaged in hazardous waste site activities with information and training 
prior to initial assignment into their work area, as follows:
    (1) The requirements of the hazard communication program including 
the location and availability of the written program, required lists of 
hazardous chemicals, and material safety data sheets.
    (2) Activities and locations in their work area where hazardous 
substance may be present.
    (3) Methods and observations that may be used to detect the present 
or release of a hazardous chemical in the work area (such as monitoring 
conducted by the employer, continuous monitoring devices, visual 
appearances, or other evidence (sight, sound or smell) of hazardous 
chemicals being released, and applicable alarms from monitoring devices 
that record chemical releases.
    (4) The physical and health hazards of substances known or 
potentially present in the work area.
    (5) The measures employees can take to help protect themselves from 
work-site hazards, including specific procedures the employer has 
implemented.
    (6) An explanation of the labeling system and material safety data 
sheets and how employees can obtain and use appropriate hazard 
information.
    (7) The elements of the confined space program including special 
PPE, permits, monitoring requirements, communication procedures, 
emergency response, and applicable lock-out procedures.
    b. The employer should provide hazardous waste employees information 
and training and should provide a review and access to the site safety 
and plan as follows:
    (1) Names of personnel and alternate responsible for site safety and 
health.
    (2) Safety and health hazards present on the site.
    (3) Selection, use, maintenance, and limitations of personal 
protective equipment specific to the site.
    (4) Work practices by which the employee can minimize risks from 
hazards.
    (5) Safe use of engineering controls and equipment available on 
site.
    (6) Safe decontamination procedures established to minimize employee 
contact with hazardous substances, including:
    (A) Employee decontamination,
    (B) Clothing decontamination, and
    (C) Equipment decontamination.

[[Page 181]]

    (7) Elements of the site emergency response plan, including:
    (A) Pre-emergency planning.
    (B) Personnel roles and lines of authority and communication.
    (C) Emergency recognition and prevention.
    (D) Safe distances and places of refuge.
    (E) Site security and control.
    (F) Evacuation routes and procedures.
    (G) Decontamination procedures not covered by the site safety and 
health plan.
    (H) Emergency medical treatment and first aid.
    (I) Emergency equipment and procedures for handling emergency 
incidents.
    c. The employer should provide hazardous waste employees information 
and training on personal protective equipment used at the site, such as 
the following:
    (1) PPE to be used based upon known or anticipated site hazards.
    (2) PPE limitations of materials and construction; limitations 
during temperature extremes, heat stress, and other appropriate medical 
considerations; use and limitations of respirator equipment as well as 
documentation procedures as outlined in 29 CFR 1910.134.
    (3) PPE inspection procedures prior to, during, and after use.
    (4) PPE donning and doffing procedures.
    (5) PPE decontamination and disposal procedures.
    (6) PPE maintenance and storage.
    (7) Task duration as related to PPE limitations.
    d. The employer should instruct the employee about the site medical 
surveillance program relative to the particular site, including
    (1) Specific medical surveillance programs that have been adapted 
for the site.
    (2) Specific signs and symptoms related to exposure to hazardous 
materials on the site.
    (3) The frequency and extent of periodic medical examinations that 
will be used on the site.
    (4) Maintenance and availability of records.
    (5) Personnel to be contacted and procedures to be followed when 
signs and symptoms of exposures are recognized.
    e. The employees will review and discuss the site safety plan as 
part of the training program. The location of the site safety plan and 
all written programs should be discussed with employees including a 
discussion of the mechanisms for access, review, and references 
described.

    B. RCRA Operations Training for Treatment, Storage and Disposal 
Facilities.
    1. As a minimum, the training course required in 29 CFR 1926.65 (p) 
should include the following topics:
    (a) Review of the applicable paragraphs of 29 CFR 1926.65 and the 
elements of the employer's occupational safety and health plan.
    (b) Review of relevant hazards such as, but not limited to, 
chemical, biological, and radiological exposures; fire and explosion 
hazards; thermal extremes; and physical hazards.
    (c) General safety hazards including those associated with 
electrical hazards, powered equipment hazards, lock-out-tag-out 
procedures, motor vehicle hazards and walking-working surface hazards.
    (d) Confined-space hazards and procedures.
    (e) Work practices to minimize employee risk from workplace hazards.
    (f) Emergency response plan and procedures including first aid 
meeting the requirements of paragraph (p)(8).
    (g) A review of procedures to minimize exposure to hazardous waste 
and various type of waste streams, including the materials handling 
program and spill containment program.
    (h) A review of hazard communication programs meeting the 
requirements of 29 CFR 1910.1200.
    (i) A review of medical surveillance programs meeting the 
requirements of 29 CFR 1926.65(p)(3) including the recognition of signs 
and symptoms of overexposure to hazardous substance including known 
synergistic interactions.
    (j) A review of decontamination programs and procedures meeting the 
requirements of 29 CFR 1926.65(p)(4).
    (k) A review of an employer's requirements to implement a training 
program and its elements.
    (l) A review of the criteria and programs for proper selection and 
use of personal protective equipment, including respirators.
    (m) A review of the applicable appendices to 29 CFR 1926.65.
    (n) Principles of toxicology and biological monitoring as they 
pertain to occupational health.
    (o) Rights and responsibilities of employees and employers under 
applicable OSHA and EPA laws.
    (p) Hands-on exercises and demonstrations of competency with 
equipment to illustrate the basic equipment principles that may be used 
during the performance of work duties, including the donning and doffing 
of PPE.
    (q) Sources of reference, efficient use of relevant manuals, and 
knowledge of hazard coding systems to include information contained in 
hazardous waste manifests.
    (r) At least 8 hours of hands-on training.
    (s) Training in the job skills required for an employee's job 
function and responsibility before they are permitted to participate in 
or supervise field activities.
    2. The individual employer should provide hazardous waste employees 
with information and training prior to an employee's initial assignment 
into a work area. The training and information should cover the 
following topics:

[[Page 182]]

    (a) The Emergency response plan and procedures including first aid.
    (b) A review of the employer's hazardous waste handling procedures 
including the materials handling program and elements of the spill 
containment program, location of spill response kits or equipment, and 
the names of those trained to respond to releases.
    (c) The hazardous communication program meeting the requirements of 
29 CFR 1910.1200.
    (d) A review of the employer's medical surveillance program 
including the recognition of signs and symptoms of exposure to relevant 
hazardous substance including known synergistic interactions.
    (e) A review of the employer's decontamination program and 
procedures.
    (f) An review of the employer's training program and the parties 
responsible for that program.
    (g) A review of the employer's personal protective equipment program 
including the proper selection and use of PPE based upon specific site 
hazards.
    (h) All relevant site-specific procedures addressing potential 
safety and health hazards. This may include, as appropriate, biological 
and radiological exposures, fire and explosion hazards, thermal hazards, 
and physical hazards such as electrical hazards, powered equipment 
hazards, lock-out-tag-out hazards, motor vehicle hazards, and walking-
working surface hazards.
    (i) Safe use engineering controls and equipment on site.
    (j) Names of personnel and alternates responsible for safety and 
health.

    C. Emergency response training. Federal OSHA standards in 29 CFR 
1926.65(q) are directed toward private sector emergency responders. 
Therefore, the guidelines provided in this portion of the appendix are 
directed toward that employee population. However, they also impact 
indirectly through State OSHA or USEPA regulations some public sector 
emergency responders. Therefore, the guidelines provided in this portion 
of the appendix may be applied to both employee populations.
    States with OSHA state plans must cover their employees with 
regulations at least as effective as the Federal OSHA standards. Public 
employees in states without approved state OSHA programs covering 
hazardous waste operations and emergency response are covered by the 
U.S. EPA under 40 CFR 311, a regulation virtually identical to Sec. 
1926.65.
    Since this is a non-mandatory appendix and therefore not an 
enforceable standard, OSHA recommends that those employers, employees or 
volunteers in public sector emergency response organizations outside 
Federal OSHA jurisdiction consider the following criteria in developing 
their own training programs. A unified approach to training at the 
community level between emergency response organizations covered by 
Federal OSHA and those not covered directly by Federal OSHA can help 
ensure an effective community response to the release or potential 
release of hazardous substances in the community.
    a. General considerations. Emergency response organizations are 
required to consider the topics listed in Sec. 1926.65(q)(6). Emergency 
response organizations may use some or all of the following topics to 
supplement those mandatory topics when developing their response 
training programs. Many of the topics would require an interaction 
between the response provider and the individuals responsible for the 
site where the response would be expected.
    (1) Hazard recognition, including:
    (A) Nature of hazardous substances present,
    (B) Practical applications of hazard recognition, including 
presentations on biology, chemistry, and physics.
    (2) Principles of toxicology, biological monitoring, and risk 
assessment.
    (3) Safe work practices and general site safety.
    (4) Engineering controls and hazardous waste operations.
    (5) Site safety plans and standard operating procedures.
    (6) Decontamination procedures and practices.
    (7) Emergency procedures, first aid, and self-rescue.
    (8) Safe use of field equipment.
    (9) Storage, handling, use and transportation of hazardous 
substances.
    (10) Use, care, and limitations of personal protective equipment.
    (11) Safe sampling techniques.
    (12) Rights and responsibilities of employees under OSHA and other 
related laws concerning right-to-know, safety and health, compensations 
and liability.
    (13) Medical monitoring requirements.
    (14) Community relations.
    b. Suggested criteria for specific courses.
    (1) First responder awareness level.
    (A) Review of and demonstration of competency in performing the 
applicable skills of 29 CFR 1926.65(q).
    (B) Hands-on experience with the U.S. Department of Transportation's 
Emergency Response Guidebook (ERG) and familiarization with OSHA 
standard 29 CFR 1926.60.
    (C) Review of the principles and practices for analyzing an incident 
to determine both the hazardous substances present and the basic hazard 
and response information for each hazardous substance present.
    (D) Review of procedures for implementing actions consistent with 
the local emergency response plan, the organization's standard

[[Page 183]]

operating procedures, and the current edition of DOT's ERG including 
emergency notification procedures and follow-up communications.
    (E) Review of the expected hazards including fire and explosions 
hazards, confined space hazards, electrical hazards, powered equipment 
hazards, motor vehicle hazards, and walking-working surface hazards.
    (F) Awareness and knowledge of the competencies for the First 
Responder at the Awareness Level covered in the National Fire Protection 
Association's Standard No. 472, Professional Competence of Responders to 
Hazardous Materials Incidents.
    (2) First responder operations level.
    (A) Review of and demonstration of competency in performing the 
applicable skills of 29 CFR 1926.65(q).
    (B) Hands-on experience with the U.S. Department of Transportation's 
Emergency Response Guidebook (ERG), manufacturer material safety data 
sheets, CHEMTREC/CANUTEC, shipper or manufacturer contacts and other 
relevant sources of information addressing hazardous substance releases. 
Familiarization with OSHA standard 29 CFR 1926.60.
    (C) Review of the principles and practices for analyzing an incident 
to determine the hazardous substances present, the likely behavior of 
the hazardous substance and its container, the types of hazardous 
substance transportation containers and vehicles, the types and 
selection of the appropriate defensive strategy for containing the 
release.
    (D) Review of procedures for implementing continuing response 
actions consistent with the local emergency response plan, the 
organization's standard operating procedures, and the current edition of 
DOT's ERG including extended emergency notification procedures and 
follow-up communications.
    (E) Review of the principles and practice for proper selection and 
use of personal protective equipment.
    (F) Review of the principles and practice of personnel and equipment 
decontamination.
    (G) Review of the expected hazards including fire and explosions 
hazards, confined space hazards, electrical hazards, powered equipment 
hazards, motor vehicle hazards, and walking-working surface hazards.
    (H) Awareness and knowledge of the competencies for the First 
Responder at the Operations Level covered in the National Fire 
Protection Association's Standard No. 472, Professional Competence of 
Responders to Hazardous Materials Incidents.
    (3) Hazardous materials technician.
    (A) Review of and demonstration of competency in performing the 
applicable skills of 29 CFR 1926.65(q).
    (B) Hands-on experience with written and electronic information 
relative to response decision making including but not limited to the 
U.S. Department of Transportation's Emergency Response Guidebook (ERG), 
manufacturer material safety data sheets, CHEMTREC/CANUTEC, shipper or 
manufacturer contacts, computer data bases and response models, and 
other relevant sources of information addressing hazardous substance 
releases. Familiarization with 29 CFR 1926.60.
    (C) Review of the principles and practices for analyzing an incident 
to determine the hazardous substances present, their physical and 
chemical properties, the likely behavior of the hazardous substance and 
its container, the types of hazardous substance transportation 
containers and vehicles involved in the release, the appropriate 
strategy for approaching release sites and containing the release.
    (D) Review of procedures for implementing continuing response 
actions consistent with the local emergency response plan, the 
organization's standard operating procedures, and the current edition of 
DOT's ERG including extended emergency notification procedures and 
follow-up communications.
    (E) Review of the principles and practice for proper selection and 
use of personal protective equipment.
    (F) Review of the principles and practices of establishing exposure 
zones, proper decontamination and medical surveillance stations and 
procedures.
    (G) Review of the expected hazards including fire and explosions 
hazards, confined space hazards, electrical hazards, powered equipment 
hazards, motor vehicle hazards, and walking-working surface hazards.
    (H) Awareness and knowledge of the competencies for the Hazardous 
Materials Technician covered in the National Fire Protection 
Association's Standard No. 472, Professional Competence of Responders to 
Hazardous Materials Incidents.
    (4) Hazardous materials specialist.
    (A) Review of and demonstration of competency in performing the 
applicable skills of 29 CFR 1926.65(q).
    (B) Hands-on experience with retrieval and use of written and 
electronic information relative to response decision making including 
but not limited to the U.S. Department of Transportation's Emergency 
Response Guidebook (ERG), manufacturer material safety data sheets, 
CHEMTREC/CANUTEC, shipper or manufacturer contacts, computer data bases 
and response models, and other relevant sources of information 
addressing hazardous substance releases. Familiarization with 29 CFR 
1926.60.
    (C) Review of the principles and practices for analyzing an incident 
to determine the hazardous substances present, their physical and 
chemical properties, and the likely behavior of the hazardous substance 
and its container, vessel, or vehicle.
    (D) Review of the principles and practices for identification of the 
types of hazardous substance transportation containers, vessels

[[Page 184]]

and vehicles involved in the release; selecting and using the various 
types of equipment available for plugging or patching transportation 
containers, vessels or vehicles; organizing and directing the use of 
multiple teams of hazardous material technicians and selecting the 
appropriate strategy for approaching release sites and containing or 
stopping the release.
    (E) Review of procedures for implementing continuing response 
actions consistent with the local emergency response plan, the 
organization's standard operating procedures, including knowledge of the 
available public and private response resources, establishment of an 
incident command post, direction of hazardous material technician teams, 
and extended emergency notification procedures and follow-up 
communications.
    (F) Review of the principles and practice for proper selection and 
use of personal protective equipment.
    (G) Review of the principles and practices of establishing exposure 
zones and proper decontamination, monitoring and medical surveillance 
stations and procedures.
    (H) Review of the expected hazards including fire and explosions 
hazards, confined space hazards, electrical hazards, powered equipment 
hazards, motor vehicle hazards, and walking-working surface hazards.
    (I) Awareness and knowledge of the competencies for the Off-site 
Specialist Employee covered in the National Fire Protection 
Association's Standard No. 472, Professional Competence of Responders to 
Hazardous Materials Incidents.
    (5) Incident commander. The incident commander is the individual 
who, at any one time, is responsible for and in control of the response 
effort. This individual is the person responsible for the direction and 
coordination of the response effort. An incident commander's position 
should be occupied by the most senior, appropriately trained individual 
present at the response site. Yet, as necessary and appropriate by the 
level of response provided, the position may be occupied by many 
individuals during a particular response as the need for greater 
authority, responsibility, or training increases. It is possible for the 
first responder at the awareness level to assume the duties of incident 
commander until a more senior and appropriately trained individual 
arrives at the response site.
    Therefore, any emergency responder expected to perform as an 
incident commander should be trained to fulfill the obligations of the 
position at the level of response they will be providing including the 
following:
    (A) Ability to analyze a hazardous substance incident to determine 
the magnitude of the response problem.
    (B) Ability to plan and implement an appropriate response plan 
within the capabilities of available personnel and equipment.
    (C) Ability to implement a response to favorably change the outcome 
of the incident in a manner consistent with the local emergency response 
plan and the organization's standard operating procedures.
    (D) Ability to evaluate the progress of the emergency response to 
ensure that the response objectives are being met safely, effectively, 
and efficiently.
    (E) Ability to adjust the response plan to the conditions of the 
response and to notify higher levels of response when required by the 
changes to the response plan.

[58 FR 35129, June 30, 1993, as amended at 59 FR 43275, Aug. 22, 1994: 
61 FR 5510, Feb. 13, 1996]



Sec. 1926.66  Criteria for design and construction of spray booths.

    (a) Definitions applicable to this section--(1) Aerated solid 
powders. Aerated powders shall mean any powdered material used as a 
coating material which shall be fluidized within a container by passing 
air uniformly from below. It is common practice to fluidize such 
materials to form a fluidized powder bed and then dip the part to be 
coated into the bed in a manner similar to that used in liquid dipping. 
Such beds are also used as sources for powder spray operations.
    (2) Spraying area. Any area in which dangerous quantities of 
flammable vapors or mists, or combustible residues, dusts, or deposits 
are present due to the operation of spraying processes.
    (3) Spray booth. A power-ventilated structure provided to enclose or 
accommodate a spraying operation to confine and limit the escape of 
spray, vapor, and residue, and to safely conduct or direct them to an 
exhaust system.
    (4) Waterwash spray booth. A spray booth equipped with a water 
washing system designed to minimize dusts or residues entering exhaust 
ducts and to permit the recovery of overspray finishing material.
    (5) Dry spray booth. A spray booth not equipped with a water washing 
system as described in paragraph (a)(4) of this section. A dry spray 
booth may be equipped with
    (i) Distribution or baffle plates to promote an even flow of air 
through the booth or cause the deposit of overspray before it enters the 
exhaust duct; or
    (ii) Overspray dry filters to minimize dusts; or

[[Page 185]]

    (iii) Overspray dry filters to minimize dusts or residues entering 
exhaust ducts; or
    (iv) Overspray dry filter rolls designed to minimize dusts or 
residues entering exhaust ducts; or
    (v) Where dry powders are being sprayed, with powder collection 
systems so arranged in the exhaust to capture oversprayed material.
    (6) Fluidized bed. A container holding powder coating material which 
is aerated from below so as to form an air-supported expanded cloud of 
such material through which the preheated object to be coated is 
immersed and transported.
    (7) Electrostatic fluidized bed. A container holding powder coating 
material which is aerated from below so as to form an air-supported 
expanded cloud of such material which is electrically charged with a 
charge opposite to the charge of the object to be coated; such object is 
transported, through the container immediately above the charged and 
aerated materials in order to be coated.
    (8) Approved. Shall mean approved and listed by a nationally 
recognized testing laboratory.
    (9) Listed. See ``approved'' in paragraph (a)(8) of this section.
    (b) Spray booths--(1) Construction. Spray booths shall be 
substantially constructed of steel, securely and rigidly supported, or 
of concrete or masonry except that aluminum or other substantial 
noncombustible material may be used for intermittent or low volume 
spraying. Spray booths shall be designed to sweep air currents toward 
the exhaust outlet.
    (2) Interiors. The interior surfaces of spray booths shall be smooth 
and continuous without edges and otherwise designed to prevent pocketing 
of residues and facilitate cleaning and washing without injury.
    (3) Floors. The floor surface of a spray booth and operator's 
working area, if combustible, shall be covered with noncombustible 
material of such character as to facilitate the safe cleaning and 
removal of residues.
    (4) Distribution or baffle plates. Distribution or baffle plates, if 
installed to promote an even flow of air through the booth or cause the 
deposit of overspray before it enters the exhaust duct, shall be of 
noncombustible material and readily removable or accessible on both 
sides for cleaning. Such plates shall not be located in exhaust ducts.
    (5) Dry type overspray collectors--(exhaust air filters). In 
conventional dry type spray booths, overspray dry filters or filter 
rolls, if installed, shall conform to the following:
    (i) The spraying operations except electrostatic spraying operations 
shall be so designed, installed and maintained that the average air 
velocity over the open face of the booth (or booth cross section during 
spraying operations) shall be not less than 100 linear feet per minute. 
Electrostatic spraying operations may be conducted with an air velocity 
over the open face of the booth of not less than 60 linear feet per 
minute, or more, depending on the volume of the finishing material being 
applied and its flammability and explosion characteristics. Visible 
gauges or audible alarm or pressure activated devices shall be installed 
to indicate or insure that the required air velocity is maintained. 
Filter rolls shall be inspected to insure proper replacement of filter 
media.
    (ii) All discarded filter pads and filter rolls shall be immediately 
removed to a safe, well-detached location or placed in a water-filled 
metal container and disposed of at the close of the day's operation 
unless maintained completely in water.
    (iii) The location of filters in a spray booth shall be so as to not 
reduce the effective booth enclosure of the articles being sprayed.
    (iv) Space within the spray booth on the downstream and upstream 
sides of filters shall be protected with approved automatic sprinklers.
    (v) Filters or filter rolls shall not be used when applying a spray 
material known to be highly susceptible to spontaneous heating and 
ignition.
    (vi) Clean filters or filter rolls shall be noncombustible or of a 
type having a combustibility not in excess of class 2 filters as listed 
by Underwriters' Laboratories, Inc. Filters and filter rolls shall not 
be alternately used for different types of coating materials, where the 
combination of materials

[[Page 186]]

may be conducive to spontaneous ignition.
    (6) Frontal area. Each spray booth having a frontal area larger than 
9 square feet shall have a metal deflector or curtain not less than 2 
\1/2\ inches (5.35 cm) deep installed at the upper outer edge of the 
booth over the opening.
    (7) Conveyors. Where conveyors are arranged to carry work into or 
out of spray booths, the openings therefor shall be as small as 
practical.
    (8) Separation of operations. Each spray booth shall be separated 
from other operations by not less than 3 feet (0.912 m), or by a greater 
distance, or by such partition or wall as to reduce the danger from 
juxtaposition of hazardous operations. See also paragraph (c)(1) of this 
section.
    (9) Cleaning. Spray booths shall be so installed that all portions 
are readily accessible for cleaning. A clear space of not less than 3 
feet (0.912 m) on all sides shall be kept free from storage or 
combustible construction.
    (10) Illumination. When spraying areas are illuminated through glass 
panels or other transparent materials, only fixed lighting units shall 
be used as a source of illumination. Panels shall effectively isolate 
the spraying area from the area in which the lighting unit is located, 
and shall be of a noncombustible material of such a nature or so 
protected that breakage will be unlikely. Panels shall be so arranged 
that normal accumulations of residue on the exposed surface of the panel 
will not be raised to a dangerous temperature by radiation or conduction 
from the source of illumination.
    (c) Electrical and other sources of ignition--(1) Conformance. All 
electrical equipment, open flames and other sources of ignition shall 
conform to the requirements of this paragraph, except as follows:
    (i) Electrostatic apparatus shall conform to the requirements of 
paragraphs (e) and (f) of this section;
    (ii) Drying, curing, and fusion apparatus shall conform to the 
requirements of paragraph (g) of this section;
    (iii) [Reserved]
    (iv) Powder coating equipment shall conform to the requirements of 
paragraph (c)(1) of this section.
    (2) Minimum separation. There shall be no open flame or spark 
producing equipment in any spraying area nor within 20 feet (6.08 m) 
thereof, unless separated by a partition.
    (3) Hot surfaces. Space-heating appliances, steampipes, or hot 
surfaces shall not be located in a spraying area where deposits of 
combustible residues may readily accumulate.
    (4) Wiring conformance. Electrical wiring and equipment shall 
conform to the provisions of this paragraph and shall otherwise be in 
accordance with subpart S of this part.
    (5) Combustible residues, areas. Unless specifically approved for 
locations containing both deposits of readily ignitable residue and 
explosive vapors, there shall be no electrical equipment in any spraying 
area, whereon deposits of combustible residues may readily accumulate, 
except wiring in rigid conduit or in boxes or fittings containing no 
taps, splices, or terminal connections.
    (6) Wiring type approved. Electrical wiring and equipment not 
subject to deposits of combustible residues but located in a spraying 
area as herein defined shall be of explosion-proof type approved for 
Class I, group D locations and shall otherwise conform to the provisions 
of subpart S of this part, for Class I, Division 1, Hazardous Locations. 
Electrical wiring, motors, and other equipment outside of but within 20 
feet (6.08 m) of any spraying area, and not separated therefrom by 
partitions, shall not produce sparks under normal operating conditions 
and shall otherwise conform to the provisions of subpart S of this part 
for Class I, Division 2 Hazardous Locations.
    (7) Lamps. Electric lamps outside of, but within 20 feet (6.08 m) of 
any spraying area, and not separated therefrom by a partition, shall be 
totally enclosed to prevent the falling of hot particles and shall be 
protected from mechanical injury by suitable guards or by location.
    (8) Portable lamps. Portable electric lamps shall not be used in any 
spraying area during spraying operations. Portable electric lamps, if 
used during cleaning or repairing operations, shall be of the type 
approved for hazardous Class I locations.

[[Page 187]]

    (9) Grounding. (i) All metal parts of spray booths, exhaust ducts, 
and piping systems conveying flammable or combustible liquids or aerated 
solids shall be properly electrically grounded in an effective and 
permanent manner.
    (d) Ventilation--(1) Conformance. Ventilating and exhaust systems 
shall be in accordance with the Standard for Blower and Exhaust Systems 
for Vapor Removal, NFPA No. 91-1961, where applicable and shall also 
conform to the provisions of this section.
    (2) General. All spraying areas shall be provided with mechanical 
ventilation adequate to remove flammable vapors, mists, or powders to a 
safe location and to confine and control combustible residues so that 
life is not endangered. Mechanical ventilation shall be kept in 
operation at all times while spraying operations are being conducted and 
for a sufficient time thereafter to allow vapors from drying coated 
articles and drying finishing material residue to be exhausted.
    (3) Independent exhaust. Each spray booth shall have an independent 
exhaust duct system discharging to the exterior of the building, except 
that multiple cabinet spray booths in which identical spray finishing 
material is used with a combined frontal area of not more than 18 square 
feet may have a common exhaust. If more than one fan serves one booth, 
all fans shall be so interconnected that one fan cannot operate without 
all fans being operated.
    (4) Fan-rotating element. The fan-rotating element shall be 
nonferrous or nonsparking or the casing shall consist of or be lined 
with such material. There shall be ample clearance between the fan-
rotating element and the fan casing to avoid a fire by friction, 
necessary allowance being made for ordinary expansion and loading to 
prevent contact between moving parts and the duct or fan housing. Fan 
blades shall be mounted on a shaft sufficiently heavy to maintain 
perfect alignment even when the blades of the fan are heavily loaded, 
the shaft preferably to have bearings outside the duct and booth. All 
bearings shall be of the self-lubricating type, or lubricated from the 
outside duct.
    (5) Electric motors. Electric motors driving exhaust fans shall not 
be placed inside booths or ducts. See also paragraph (c) of this 
section.
    (6) Belts. Belts shall not enter the duct or booth unless the belt 
and pulley within the duct or booth are thoroughly enclosed.
    (7) Exhaust ducts. Exhaust ducts shall be constructed of steel and 
shall be substantially supported. Exhaust ducts without dampers are 
preferred; however, if dampers are installed, they shall be maintained 
so that they will be in a full open position at all times the 
ventilating system is in operation.
    (i) Exhaust ducts shall be protected against mechanical damage and 
have a clearance from unprotected combustible construction or other 
combustible material of not less than 18 inches (45.72 cm).
    (ii) If combustible construction is provided with the following 
protection applied to all surfaces within 18 inches (45.72 cm), 
clearances may be reduced to the distances indicated:

(a) 28-gage sheet metal on 1/4-inch         12 inches (30.48 cm).
 asbestos mill board.
(b) 28-gage sheet metal on 1/8-inch         9 inches (22.86 cm).
 asbestos mill board spaced out 1 inch
 (2.54 cm) on noncombustible spacers.
(c) 22-gage sheet metal on 1-inch rockwool  3 inches (7.62 cm).
 batts reinforced with wire mesh or the
 equivalent.
(d) Where ducts are protected with an
 approved automatic sprinkler system,
 properly maintained, the clearance
 required in paragraph (d)(7)(i) of this
 section may be reduced to 6 inches (15.24
 cm).
 

    (8) Discharge clearance. Unless the spray booth exhaust duct 
terminal is from a water-wash spray booth, the terminal discharge point 
shall be not less than 6 feet from any combustible exterior wall or roof 
nor discharge in the direction of any combustible construction or 
unprotected opening in any noncombustible exterior wall within 25 feet 
(7.6 m).
    (9) Air exhaust. Air exhaust from spray operations shall not be 
directed so that it will contaminate makeup air being introduced into 
the spraying area or other ventilating intakes, nor directed so as to 
create a nuisance. Air exhausted from spray operations shall not be 
recirculated.
    (10) Access doors. When necessary to facilitate cleaning, exhaust 
ducts shall

[[Page 188]]

be provided with an ample number of access doors.
    (11) Room intakes. Air intake openings to rooms containing spray 
finishing operations shall be adequate for the efficient operation of 
exhaust fans and shall be so located as to minimize the creation of dead 
air pockets.
    (12) Drying spaces. Freshly sprayed articles shall be dried only in 
spaces provided with adequate ventilation to prevent the formation of 
explosive vapors. In the event adequate and reliable ventilation is not 
provided such drying spaces shall be considered a spraying area.
    (e) Fixed electrostatic apparatus--(1) Conformance. Where 
installation and use of electrostatic spraying equipment is used, such 
installation and use shall conform to all other paragraphs of this 
section, and shall also conform to the requirements of this paragraph.
    (2) Type approval. Electrostatic apparatus and devices used in 
connection with coating operations shall be of approved types.
    (3) Location. Transformers, power packs, control apparatus, and all 
other electrical portions of the equipment, with the exception of high-
voltage grids, electrodes, and electrostatic atomizing heads and their 
connections, shall be located outside of the spraying area, or shall 
otherwise conform to the requirements of paragraph (c) of this section.
    (4) Support. Electrodes and electrostatic atomizing heads shall be 
adequately supported in permanent locations and shall be effectively 
insulated from the ground. Electrodes and electrostatic atomizing heads 
which are permanently attached to their bases, supports, or 
reciprocators, shall be deemed to comply with this section. Insulators 
shall be nonporous and noncombustible.
    (5) Insulators, grounding. High-voltage leads to electrodes shall be 
properly insulated and protected from mechanical injury or exposure to 
destructive chemicals. Electrostatic atomizing heads shall be 
effectively and permanently supported on suitable insulators and shall 
be effectively guarded against accidental contact or grounding. An 
automatic means shall be provided for grounding the electrode system 
when it is electrically deenergized for any reason. All insulators shall 
be kept clean and dry.
    (6) Safe distance. A safe distance shall be maintained between goods 
being painted and electrodes or electrostatic atomizing heads or 
conductors of at least twice the sparking distance. A suitable sign 
indicating this safe distance shall be conspicuously posted near the 
assembly.
    (7) Conveyors required. Goods being painted using this process are 
to be supported on conveyors. The conveyors shall be so arranged as to 
maintain safe distances between the goods and the electrodes or 
electrostatic atomizing heads at all times. Any irregularly shaped or 
other goods subject to possible swinging or movement shall be rigidly 
supported to prevent such swinging or movement which would reduce the 
clearance to less than that specified in paragraph (e)(6) of this 
section.
    (8) Prohibition. This process is not acceptable where goods being 
coated are manipulated by hand. When finishing materials are applied by 
electrostatic equipment which is manipulated by hand, see paragraph (f) 
of this section for applicable requirements.
    (9) Fail-safe controls. Electrostatic apparatus shall be equipped 
with automatic controls which will operate without time delay to 
disconnect the power supply to the high voltage transformer and to 
signal the operator under any of the following conditions:
    (i) Stoppage of ventilating fans or failure of ventilating equipment 
from any cause.
    (ii) Stoppage of the conveyor carrying goods through the high 
voltage field.
    (iii) Occurrence of a ground or of an imminent ground at any point 
on the high voltage system.
    (iv) Reduction of clearance below that specified in paragraph (e)(6) 
of this section.
    (10) Guarding. Adequate booths, fencing, railings, or guards shall 
be so placed about the equipment that they, either by their location or 
character or both, assure that a safe isolation of the

[[Page 189]]

process is maintained from plant storage or personnel. Such railings, 
fencing, and guards shall be of conducting material, adequately 
grounded.
    (11) Ventilation. Where electrostatic atomization is used the 
spraying area shall be so ventilated as to insure safe conditions from a 
fire and health standpoint.
    (12) Fire protection. All areas used for spraying, including the 
interior of the booth, shall be protected by automatic sprinklers where 
this protection is available. Where this protection is not available, 
other approved automatic extinguishing equipment shall be provided.
    (f) Electrostatic hand spraying equipment--(1) Application. This 
paragraph shall apply to any equipment using electrostatically charged 
elements for the atomization and/or, precipitation of materials for 
coatings on articles, or for other similar purposes in which the 
atomizing device is hand held and manipulated during the spraying 
operation.
    (2) Conformance. Electrostatic hand spraying equipment shall conform 
with the other provisions of this section.
    (3) Equipment approval and specifications. Electrostatic hand spray 
apparatus and devices used in connection with coating operations shall 
be of approved types. The high voltage circuits shall be designed so as 
to not produce a spark of sufficient intensity to ignite any vapor-air 
mixtures nor result in appreciable shock hazard upon coming in contact 
with a grounded object under all normal operating conditions. The 
electrostatically charged exposed elements of the handgun shall be 
capable of being energized only by a switch which also controls the 
coating material supply.
    (4) Electrical support equipment. Transformers, powerpacks, control 
apparatus, and all other electrical portions of the equipment, with the 
exception of the handgun itself and its connections to the power supply 
shall be located outside of the spraying area or shall otherwise conform 
to the requirements of paragraph (c) of this section.
    (5) Spray gun ground. The handle of the spraying gun shall be 
electrically connected to ground by a metallic connection and to be so 
constructed that the operator in normal operating position is in 
intimate electrical contact with the grounded handle.
    (6) Grounding-general. All electrically conductive objects in the 
spraying area shall be adequately grounded. This requirement shall apply 
to paint containers, wash cans, and any other objects or devices in the 
area. The equipment shall carry a prominent permanently installed 
warning regarding the necessity for this grounding feature.
    (7) Maintenance of grounds. Objects being painted or coated shall be 
maintained in metallic contact with the conveyor or other grounded 
support. Hooks shall be regularly cleaned to insure this contact and 
areas of contact shall be sharp points or knife edges where possible. 
Points of support of the object shall be concealed from random spray 
where feasible and where the objects being sprayed are supported from a 
conveyor, the point of attachment to the conveyor shall be so located as 
to not collect spray material during normal operation.
    (8) Interlocks. The electrical equipment shall be so interlocked 
with the ventilation of the spraying area that the equipment cannot be 
operated unless the ventilation fans are in operation.
    (9) Ventilation. The spraying operation shall take place within a 
spray area which is adequately ventilated to remove solvent vapors 
released from the operation.
    (g) Drying, curing, or fusion apparatus--(1) Conformance. Drying, 
curing, or fusion apparatus in connection with spray application of 
flammable and combustible finishes shall conform to the Standard for 
Ovens and Furnaces, NFPA 86A-1969, where applicable and shall also 
conform with the following requirements of this paragraph.
    (2) Alternate use prohibited. Spray booths, rooms, or other 
enclosures used for spraying operations shall not alternately be used 
for the purpose of drying by any arrangement which will cause a material 
increase in the surface temperature of the spray booth, room, or 
enclosure.
    (3) Adjacent system interlocked. Except as specifically provided in 
paragraph (g)(4) of this section, drying, curing, or fusion units 
utilizing a heating system

[[Page 190]]

having open flames or which may produce sparks shall not be installed in 
a spraying area, but may be installed adjacent thereto when equipped 
with an interlocked ventilating system arranged to:
    (i) Thoroughly ventilate the drying space before the heating system 
can be started;
    (ii) Maintain a safe atmosphere at any source of ignition;
    (iii) Automatically shut down the heating system in the event of 
failure of the ventilating system.
    (4) Alternate use permitted. Automobile refinishing spray booths or 
enclosures, otherwise installed and maintained in full conformity with 
this section, may alternately be used for drying with portable 
electrical infrared drying apparatus when conforming with the following:
    (i) Interior (especially floors) of spray enclosures shall be kept 
free of overspray deposits.
    (ii) During spray operations, the drying apparatus and electrical 
connections and wiring thereto shall not be located within spray 
enclosure nor in any other location where spray residues may be 
deposited thereon.
    (iii) The spraying apparatus, the drying apparatus, and the 
ventilating system of the spray enclosure shall be equipped with 
suitable interlocks so arranged that:
    (a) The spraying apparatus cannot be operated while the drying 
apparatus is inside the spray enclosure.
    (b) The spray enclosure will be purged of spray vapors for a period 
of not less than 3 minutes before the drying apparatus can be energized.
    (c) The ventilating system will maintain a safe atmosphere within 
the enclosure during the drying process and the drying apparatus will 
automatically shut off in the event of failure of the ventilating 
system.
    (iv) All electrical wiring and equipment of the drying apparatus 
shall conform with the applicable sections of subpart S of this part. 
Only equipment of a type approved for Class I, Division 2 hazardous 
locations shall be located within 18 inches (45.72 cm) of floor level. 
All metallic parts of the drying apparatus shall be properly 
electrically bonded and grounded.
    (v) The drying apparatus shall contain a prominently located, 
permanently attached warning sign indicating that ventilation should be 
maintained during the drying period and that spraying should not be 
conducted in the vicinity that spray will deposit on apparatus.

[58 FR 35149, June 30, 1993]



         Subpart E_Personal Protective and Life Saving Equipment

    Authority: Section. 107, Contract Work Hours and Safety Standards 
Act (Construction Safety Act) (40 U.S.C. 333); Sections. 4, 6, and 8 of 
the Occupational Safety and Health Act of 1970 (29 U.S.C. 653, 655, 
657); Secretary of Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 
25059), 9-83 (48 FR 35736), 1-90 (55 FR 9033), 6-96 (62 FR 111), 5-2002 
(67 FR 65008), or 5-2007 (72 FR 31160) as applicable; and 29 CFR Part 
1911.



Sec. 1926.95  Criteria for personal protective equipment.

    (a) Application. Protective equipment, including personal protective 
equipment for eyes, face, head, and extremities, protective clothing, 
respiratory devices, and protective shields and barriers, shall be 
provided, used, and maintained in a sanitary and reliable condition 
wherever it is necessary by reason of hazards of processes or 
environment, chemical hazards, radiological hazards, or mechanical 
irritants encountered in a manner capable of causing injury or 
impairment in the function of any part of the body through absorption, 
inhalation or physical contact.
    (b) Employee-owned equipment. Where employees provide their own 
protective equipment, the employer shall be responsible to assure its 
adequacy, including proper maintenance, and sanitation of such 
equipment.
    (c) Design. All personal protective equipment shall be of safe 
design and construction for the work to be performed.
    (d) Payment for protective equipment. (1) Except as provided by 
paragraphs (d)(2) through (d)(6) of this section, the protective 
equipment, including personal protective equipment (PPE), used

[[Page 191]]

to comply with this part, shall be provided by the employer at no cost 
to employees.
    (2) The employer is not required to pay for non-specialty safety-toe 
protective footwear (including steel-toe shoes or steel-toe boots) and 
non-specialty prescription safety eyewear, provided that the employer 
permits such items to be worn off the job-site.
    (3) When the employer provides metatarsal guards and allows the 
employee, at his or her request, to use shoes or boots with built-in 
metatarsal protection, the employer is not required to reimburse the 
employee for the shoes or boots.
    (4) The employer is not required to pay for:
    (i) Everyday clothing, such as long-sleeve shirts, long pants, 
street shoes, and normal work boots; or
    (ii) Ordinary clothing, skin creams, or other items, used solely for 
protection from weather, such as winter coats, jackets, gloves, parkas, 
rubber boots, hats, raincoats, ordinary sunglasses, and sunscreen.
    (5) The employer must pay for replacement PPE, except when the 
employee has lost or intentionally damaged the PPE.
    (6) Where an employee provides adequate protective equipment he or 
she owns pursuant to paragraph (b) of this section, the employer may 
allow the employee to use it and is not required to reimburse the 
employee for that equipment. The employer shall not require an employee 
to provide or pay for his or her own PPE, unless the PPE is excepted by 
paragraphs (d)(2) through (d)(5) of this section.
    (7) This section shall become effective on February 13, 2008. 
Employers must implement the PPE payment requirements no later than May 
15, 2008.

    Note to Sec. 1926.95(d): When the provisions of another OSHA 
standard specify whether or not the employer must pay for specific 
equipment, the payment provisions of that standard shall prevail.

[58 FR 35152, June 30, 1993, as amended at 72 FR 64429, Nov. 15, 2007]



Sec. 1926.96  Occupational foot protection.

    Safety-toe footwear for employees shall meet the requirements and 
specifications in American National Standard for Men's Safety-Toe 
Footwear, Z41.1-1967.

[58 FR 35152, June 30, 1993]



Sec. Sec. 1926.97-1926.98  [Reserved]



Sec. 1926.100  Head protection.

    (a) Employees working in areas where there is a possible danger of 
head injury from impact, or from falling or flying objects, or from 
electrical shock and burns, shall be protected by protective helmets.
    (b) Helmets for the protection of employees against impact and 
penetration of falling and flying objects shall meet the specifications 
contained in American National Standards Institute, Z89.1-1969, Safety 
Requirements for Industrial Head Protection.
    (c) Helmets for the head protection of employees exposed to high 
voltage electrical shock and burns shall meet the specifications 
contained in American National Standards Institute, Z89.2-1971.



Sec. 1926.101  Hearing protection.

    (a) Wherever it is not feasible to reduce the noise levels or 
duration of exposures to those specified in Table D-2, Permissible Noise 
Exposures, in Sec. 1926.52, ear protective devices shall be provided 
and used.
    (b) Ear protective devices inserted in the ear shall be fitted or 
determined individually by competent persons.
    (c) Plain cotton is not an acceptable protective device.



Sec. 1926.102  Eye and face protection.

    (a) General. (1) Employees shall be provided with eye and face 
protection equipment when machines or operations present potential eye 
or face injury from physical, chemical, or radiation agents.
    (2) Eye and face protection equipment required by this Part shall 
meet the requirements specified in American National Standards 
Institute, Z87.1-1968, Practice for Occupational and Educational Eye and 
Face Protection.
    (3) Employees whose vision requires the use of corrective lenses in 
spectacles, when required by this regulation to wear eye protection, 
shall be protected by goggles or spectacles of one of the following 
types:

[[Page 192]]

    (i) Spectacles whose protective lenses provide optical correction;
    (ii) Goggles that can be worn over corrective spectacles without 
disturbing the adjustment of the spectacles;
    (iii) Goggles that incorporate corrective lenses mounted behind the 
protective lenses.
    (4) Face and eye protection equipment shall be kept clean and in 
good repair. The use of this type equipment with structural or optical 
defects shall be prohibited.
    (5) Table E-1 shall be used as a guide in the selection of face and 
eye protection for the hazards and operations noted.
[GRAPHIC] [TIFF OMITTED] TC30OC91.010

[GRAPHIC] [TIFF OMITTED] TC30OC91.011

    *Non-side shield spectacles are available for limited hazard use 
requiring only frontal protection.
    **See Table E-2, in paragraph (b) of this section, Filter Lens Shade 
Numbers for Protection Against Radiant Energy.

                                                  Applications
----------------------------------------------------------------------------------------------------------------
                                                                            Recommended protectors: Bold type
                Operation                            Hazards              numbers signify preferred protection
----------------------------------------------------------------------------------------------------------------
Acetylene--Burning, Acetylene--Cutting,    Sparks, harmful rays,        7, 8, 9.
 Acetylene--Welding.                        molten metal, flying
                                            particles.
----------------------------------------------------------------------------------------------------------------
Chemical Handling........................  Splash, acid burns, fumes..  2, 10 (For severe exposure add 10 over
                                                                         2).
----------------------------------------------------------------------------------------------------------------
Chipping.................................  Flying particles...........  1, 3, 4, 5, 6, 7A, 8A.
----------------------------------------------------------------------------------------------------------------
Electric (arc) welding...................  Sparks, intense rays,        9, 11, (11 in combination with 4, 5, 6,
                                            molten metal.                in tinted lenses, advisable).
----------------------------------------------------------------------------------------------------------------
Furnace operations.......................  Glare, heat, molten metal..  7, 8, 9 (For severe exposure add 10).
----------------------------------------------------------------------------------------------------------------
Grinding--Light..........................  Flying particles...........  1, 3, 4, 5, 6, 10.
----------------------------------------------------------------------------------------------------------------
Grinding--Heavy..........................  Flying particles...........  1 , 3, 7A, 8A (For severe exposure add
                                                                         10).
----------------------------------------------------------------------------------------------------------------
Laboratory...............................  Chemical splash, glass       2 (10 when in combination with 4, 5, 6).
                                            breakage.
----------------------------------------------------------------------------------------------------------------
Machining................................  Flying particles...........  1, 3, 4, 5, 6, 10.
----------------------------------------------------------------------------------------------------------------

[[Page 193]]

 
Molten metals............................  Heat, glare, sparks, splash  7, 8, (10 in combination with 4, 5, 6,
                                                                         in tinted lenses).
----------------------------------------------------------------------------------------------------------------
Spot welding.............................  Flying particles, sparks...  1, 3, 4, 5, 6, 10.
----------------------------------------------------------------------------------------------------------------

    (6) Protectors shall meet the following minimum requirements:
    (i) They shall provide adequate protection against the particular 
hazards for which they are designed.
    (ii) They shall be reasonably comfortable when worn under the 
designated conditions.
    (iii) They shall fit snugly and shall not unduly interfere with the 
movements of the wearer.
    (iv) They shall be durable.
    (v) They shall be capable of being disinfected.
    (vi) They shall be easily cleanable.
    (7) Every protector shall be distinctly marked to facilitate 
identification only of the manufacturer.
    (8) When limitations or precautions are indicated by the 
manufacturer, they shall be transmitted to the user and care taken to 
see that such limitations and precautions are strictly observed.
    (b) Protection against radiant energy--(1) Selection of shade 
numbers for welding filter. Table E-2 shall be used as a guide for the 
selection of the proper shade numbers of filter lenses or plates used in 
welding. Shades more dense than those listed may be used to suit the 
individual's needs.

   Table E-2--Filter Lens Shade Numbers for Protection Against Radiant
                                 Energy
------------------------------------------------------------------------
                                                                 Shade
                      Welding operation                         number
------------------------------------------------------------------------
Shielded metal-arc welding \1/16\-, \3/32\-, \1/8\-, \5/32\-          10
 inch diameter electrodes...................................
Gas-shielded arc welding (nonferrous) \1/16\-, \3/32\-, \1/           11
 8\-, \5/32\-inch diameter electrodes.......................
Gas-shielded arc welding (ferrous) \1/16\-, \3/32\-, \1/8\-,          12
 \5/32\-inch diameter electrodes............................
Shielded metal-arc welding \3/16\-, \7/32\-, \1/4\-inch               12
 diameter electrodes........................................
\5/16\-, \3/8\-inch diameter electrodes.....................          14
Atomic hydrogen welding.....................................       10-14
Carbon-arc welding..........................................          14
Soldering...................................................           2
Torch brazing...............................................      3 or 4
Light cutting, up to 1 inch.................................      3 or 4
Medium cutting, 1 inch to 6 inches..........................      4 or 5
Heavy cutting, over 6 inches................................      5 or 6
Gas welding (light), up to \1/8\-inch.......................      4 or 5
Gas welding (medium), \1/8\-inch to \1/2\-inch..............      5 or 6
Gas welding (heavy), over \1/2\-inch........................      6 or 8
------------------------------------------------------------------------

    (2) Laser protection. (i) Employees whose occupation or assignment 
requires exposure to laser beams shall be furnished suitable laser 
safety goggles which will protect for the specific wavelength of the 
laser and be of optical density (O.D.) adequate for the energy involved. 
Table E-3 lists the maximum power or energy density for which adequate 
protection is afforded by glasses of optical densities from 5 through 8.

                 Table E-3--Selecting Laser Safety Glass
------------------------------------------------------------------------
 Intensity, CW maximum                     Attenuation
 power density (watts/  ------------------------------------------------
         cm\2\)          Optical density (O.D.)     Attenuation factor
------------------------------------------------------------------------
             10-2                       5                   10 \5\
             10-1                       6                   10 \6\
              1.0                       7                   10 \7\
             10.0                       8                   10 \8\
------------------------------------------------------------------------


Output levels falling between lines in this table shall require the 
higher optical density.
    (ii) All protective goggles shall bear a label identifying the 
following data:
    (a) The laser wavelengths for which use is intended;
    (b) The optical density of those wavelengths;
    (c) The visible light transmission.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35160, June 30, 1993]



Sec. 1926.103  Respiratory protection.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at 29 CFR 1910.134 of this 
chapter.

[63 FR 1297; Jan. 8, 1998]

[[Page 194]]



Sec. 1926.104  Safety belts, lifelines, and lanyards.

    (a) Lifelines, safety belts, and lanyards shall be used only for 
employee safeguarding. Any lifeline, safety belt, or lanyard actually 
subjected to in-service loading, as distinguished from static load 
testing, shall be immediately removed from service and shall not be used 
again for employee safeguarding.
    (b) Lifelines shall be secured above the point of operation to an 
anchorage or structural member capable of supporting a minimum dead 
weight of 5,400 pounds.
    (c) Lifelines used on rock-scaling operations, or in areas where the 
lifeline may be subjected to cutting or abrasion, shall be a minimum of 
\7/8\-inch wire core manila rope. For all other lifeline applications, a 
minimum of \3/4\-inch manila or equivalent, with a minimum breaking 
strength of 5,400 pounds, shall be used.
    (d) Safety belt lanyard shall be a minimum of \1/2\-inch nylon, or 
equivalent, with a maximum length to provide for a fall of no greater 
than 6 feet. The rope shall have a nominal breaking strength of 5,400 
pounds.
    (e) All safety belt and lanyard hardware shall be drop forged or 
pressed steel, cadmium plated in accordance with type 1, Class B plating 
specified in Federal Specification QQ-P-416. Surface shall be smooth and 
free of sharp edges.
    (f) All safety belt and lanyard hardware, except rivets, shall be 
capable of withstanding a tensile loading of 4,000 pounds without 
cracking, breaking, or taking a permanent deformation.



Sec. 1926.105  Safety nets.

    (a) Safety nets shall be provided when workplaces are more than 25 
feet above the ground or water surface, or other surfaces where the use 
of ladders, scaffolds, catch platforms, temporary floors, safety lines, 
or safety belts is impractical.
    (b) Where safety net protection is required by this part, operations 
shall not be undertaken until the net is in place and has been tested.
    (c)(1) Nets shall extend 8 feet beyond the edge of the work surface 
where employees are exposed and shall be installed as close under the 
work surface as practical but in no case more than 25 feet below such 
work surface. Nets shall be hung with sufficient clearance to prevent 
user's contact with the surfaces or structures below. Such clearances 
shall be determined by impact load testing.
    (2) It is intended that only one level of nets be required for 
bridge construction.
    (d) The mesh size of nets shall not exceed 6 inches by 6 inches. All 
new nets shall meet accepted performance standards of 17,500 foot-pounds 
minimum impact resistance as determined and certified by the 
manufacturers, and shall bear a label of proof test. Edge ropes shall 
provide a minimum breaking strength of 5,000 pounds.
    (e) Forged steel safety hooks or shackles shall be used to fasten 
the net to its supports.
    (f) Connections between net panels shall develop the full strength 
of the net.



Sec. 1926.106  Working over or near water.

    (a) Employees working over or near water, where the danger of 
drowning exists, shall be provided with U.S. Coast Guard-approved life 
jacket or buoyant work vests.
    (b) Prior to and after each use, the buoyant work vests or life 
preservers shall be inspected for defects which would alter their 
strength or buoyancy. Defective units shall not be used.
    (c) Ring buoys with at least 90 feet of line shall be provided and 
readily available for emergency rescue operations. Distance between ring 
buoys shall not exceed 200 feet.
    (d) At least one lifesaving skiff shall be immediately available at 
locations where employees are working over or adjacent to water.



Sec. 1926.107  Definitions applicable to this subpart.

    (a) Contaminant means any material which by reason of its action 
upon, within, or to a person is likely to cause physical harm.
    (b) Lanyard means a rope, suitable for supporting one person. One 
end is fastened to a safety belt or harness and the other end is secured 
to a substantial object or a safety line.

[[Page 195]]

    (c) Lifeline means a rope, suitable for supporting one person, to 
which a lanyard or safety belt (or harness) is attached.
    (d) O.D. means optical density and refers to the light refractive 
characteristics of a lens.
    (e) Radiant energy means energy that travels outward in all 
directions from its sources.
    (f) Safety belt means a device, usually worn around the waist which, 
by reason of its attachment to a lanyard and lifeline or a structure, 
will prevent a worker from falling.

[44 FR 8577, Feb. 9, 1979]



                Subpart F_Fire Protection and Prevention

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(40 U.S.C. 333); secs. 4, 6, and 8, Occupational Safety and Health Act 
of 1970 (29 U.S.C. 653, 655, 657); Secretary of Labor's Order No. 12-71 
(36 FR 8754), 8-76 (41 FR 25059), 9-83 (48 FR 35736), or 6-96 (62 FR 
111) as applicable; and 29 CFR part 1911.



Sec. 1926.150  Fire protection.

    (a) General requirements. (1) The employer shall be responsible for 
the development of a fire protection program to be followed throughout 
all phases of the construction and demolition work, and he shall provide 
for the firefighting equipment as specified in this subpart. As fire 
hazards occur, there shall be no delay in providing the necessary 
equipment.
    (2) Access to all available firefighting equipment shall be 
maintained at all times.
    (3) All firefighting equipment, provided by the employer, shall be 
conspicuously located.
    (4) All firefighting equipment shall be periodically inspected and 
maintained in operating condition. Defective equipment shall be 
immediately replaced.
    (5) As warranted by the project, the employer shall provide a 
trained and equipped firefighting organization (Fire Brigade) to assure 
adequate protection to life.
    (b) Water supply. (1) A temporary or permanent water supply, of 
sufficient volume, duration, and pressure, required to properly operate 
the firefighting equipment shall be made available as soon as 
combustible materials accumulate.
    (2) Where underground water mains are to be provided, they shall be 
installed, completed, and made available for use as soon as practicable.
    (c) Portable firefighting equipment--(1) Fire extinguishers and 
small hose lines. (i) A fire extinguisher, rated not less than 2A, shall 
be provided for each 3,000 square feet of the protected building area, 
or major fraction thereof. Travel distance from any point of the 
protected area to the nearest fire extinguisher shall not exceed 100 
feet.
    (ii) One 55-gallon open drum of water with two fire pails may be 
substituted for a fire extinguisher having a 2A rating.
    (iii) A \1/2\-inch diameter garden-type hose line, not to exceed 100 
feet in length and equipped with a nozzle, may be substituted for a 2A-
rated fire extinguisher, providing it is capable of discharging a 
minimum of 5 gallons per minute with a minimum hose stream range of 30 
feet horizontally. The garden-type hose lines shall be mounted on 
conventional racks or reels. The number and location of hose racks or 
reels shall be such that at least one hose stream can be applied to all 
points in the area.
    (iv) One or more fire extinguishers, rated not less than 2A, shall 
be provided on each floor. In multistory buildings, at least one fire 
extinguisher shall be located adjacent to stairway.
    (v) Extinguishers and water drums, subject to freezing, shall be 
protected from freezing.
    (vi) A fire extinguisher, rated not less than 10B, shall be provided 
within 50 feet of wherever more than 5 gallons of flammable or 
combustible liquids or 5 pounds of flammable gas are being used on the 
jobsite. This requirement does not apply to the integral fuel tanks of 
motor vehicles.
    (vii) Carbon tetrachloride and other toxic vaporizing liquid fire 
extinguishers are prohibited.
    (viii) Portable fire extinguishers shall be inspected periodically 
and maintained in accordance with Maintenance and Use of Portable Fire 
Extinguishers, NFPA No. 10A-1970.

[[Page 196]]

    (ix) Fire extinguishers which have been listed or approved by a 
nationally recognized testing laboratory, shall be used to meet the 
requirements of this subpart.
    (x) Table F-1 may be used as a guide for selecting the appropriate 
portable fire extinguishers.
[GRAPHIC] [TIFF OMITTED] TC30OC91.012

    (2) Fire hose and connections. (i) One hundred feet, or less, of 
1\1/2\-inch hose, with a nozzle capable of discharging water at 25 
gallons or more per minute, may be substituted for a fire extinguisher 
rated not more than 2A in the designated area provided that the hose 
line can reach all points in the area.
    (ii) If fire hose connections are not compatible with local 
firefighting equipment, the contractor shall provide adapters, or 
equivalent, to permit connections.
    (iii) During demolition involving combustible materials, charged 
hose lines, supplied by hydrants, water tank trucks with pumps, or 
equivalent, shall be made available.
    (d) Fixed firefighting equipment--(1) Sprinkler protection. (i) If 
the facility being constructed includes the installation of automatic 
sprinkler protection, the installation shall closely follow the 
construction and be placed in service as soon as applicable laws permit 
following completion of each story.
    (ii) During demolition or alterations, existing automatic sprinkler 
installations shall be retained in service as long as reasonable. The 
operation of sprinkler control valves shall be permitted only by 
properly authorized persons. Modification of sprinkler systems to permit 
alterations or additional demolition should be expedited so that the 
automatic protection may be returned to service as quickly as possible. 
Sprinkler control valves shall be checked daily at close of work to 
ascertain that the protection is in service.
    (2) Standpipes. In all structures in which standpipes are required, 
or where standpipes exist in structures being altered, they shall be 
brought up as soon as applicable laws permit, and shall be maintained as 
construction progresses in such a manner that they are always ready for 
fire protection

[[Page 197]]

use. The standpipes shall be provided with Siamese fire department 
connections on the outside of the structure, at the street level, which 
shall be conspicuously marked. There shall be at least one standard hose 
outlet at each floor.
    (e) Fire alarm devices. (1) An alarm system, e.g., telephone system, 
siren, etc., shall be established by the employer whereby employees on 
the site and the local fire department can be alerted for an emergency.
    (2) The alarm code and reporting instructions shall be conspicuously 
posted at phones and at employee entrances.
    (f) Fire cutoffs. (1) Fire walls and exit stairways, required for 
the completed buildings, shall be given construction priority. Fire 
doors, with automatic closing devices, shall be hung on openings as soon 
as practicable.
    (2) Fire cutoffs shall be retained in buildings undergoing 
alterations or demolition until operations necessitate their removal.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35162, June 30, 1993; 61 FR 31432, June 20, 1996]



Sec. 1926.151  Fire prevention.

    (a) Ignition hazards. (1) Electrical wiring and equipment for light, 
heat, or power purposes shall be installed in compliance with the 
requirements of subpart K of this part.
    (2) Internal combustion engine powered equipment shall be so located 
that the exhausts are well away from combustible materials. When the 
exhausts are piped to outside the building under construction, a 
clearance of at least 6 inches shall be maintained between such piping 
and combustible material.
    (3) Smoking shall be prohibited at or in the vicinity of operations 
which constitute a fire hazard, and shall be conspicuously posted: ``No 
Smoking or Open Flame.''
    (4) Portable battery powered lighting equipment, used in connection 
with the storage, handling, or use of flammable gases or liquids, shall 
be of the type approved for the hazardous locations.
    (5) The nozzle of air, inert gas, and steam lines or hoses, when 
used in the cleaning or ventilation of tanks and vessels that contain 
hazardous concentrations of flammable gases or vapors, shall be bonded 
to the tank or vessel shell. Bonding devices shall not be attached or 
detached in hazardous concentrations of flammable gases or vapors.
    (b) Temporary buildings. (1) No temporary building shall be erected 
where it will adversely affect any means of exit.
    (2) Temporary buildings, when located within another building or 
structure, shall be of either noncombustible construction or of 
combustible construction having a fire resistance of not less than 1 
hour.
    (3) Temporary buildings, located other than inside another building 
and not used for the storage, handling, or use of flammable or 
combustible liquids, flammable gases, explosives, or blasting agents, or 
similar hazardous occupancies, shall be located at a distance of not 
less than 10 feet from another building or structure. Groups of 
temporary buildings, not exceeding 2,000 square feet in aggregate, 
shall, for the purposes of this part, be considered a single temporary 
building.
    (c) Open yard storage. (1) Combustible materials shall be piled with 
due regard to the stability of piles and in no case higher than 20 feet.
    (2) Driveways between and around combustible storage piles shall be 
at least 15 feet wide and maintained free from accumulation of rubbish, 
equipment, or other articles or materials. Driveways shall be so spaced 
that a maximum grid system unit of 50 feet by 150 feet is produced.
    (3) The entire storage site shall be kept free from accumulation of 
unnecessary combustible materials. Weeds and grass shall be kept down 
and a regular procedure provided for the periodic cleanup of the entire 
area.
    (4) When there is a danger of an underground fire, that land shall 
not be used for combustible or flammable storage.
    (5) Method of piling shall be solid wherever possible and in orderly 
and regular piles. No combustible material shall be stored outdoors 
within 10 feet of a building or structure.
    (6) Portable fire extinguishing equipment, suitable for the fire 
hazard involved, shall be provided at convenient,

[[Page 198]]

conspicuously accessible locations in the yard area. Portable fire 
extinguishers, rated not less than 2A, shall be placed so that maximum 
travel distance to the nearest unit shall not exceed 100 feet.
    (d) Indoor storage. (1) Storage shall not obstruct, or adversely 
affect, means of exit.
    (2) All materials shall be stored, handled, and piled with due 
regard to their fire characteristics.
    (3) Noncompatible materials, which may create a fire hazard, shall 
be segregated by a barrier having a fire resistance of at least 1 hour.
    (4) Material shall be piled to minimize the spread of fire 
internally and to permit convenient access for firefighting. Stable 
piling shall be maintained at all times. Aisle space shall be maintained 
to safely accommodate the widest vehicle that may be used within the 
building for firefighting purposes.
    (5) Clearance of at least 36 inches shall be maintained between the 
top level of the stored material and the sprinkler deflectors.
    (6) Clearance shall be maintained around lights and heating units to 
prevent ignition of combustible materials.
    (7) A clearance of 24 inches shall be maintained around the path of 
travel of fire doors unless a barricade is provided, in which case no 
clearance is needed. Material shall not be stored within 36 inches of a 
fire door opening.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 51 
FR 25318, July 11, 1986]



Sec. 1926.152  Flammable and combustible liquids.

    (a) General requirements. (1) Only approved containers and portable 
tanks shall be used for storage and handling of flammable and 
combustible liquids. Approved safety cans or Department of 
Transportation approved containers shall be used for the handling and 
use of flammable liquids in quantities of 5 gallons or less, except that 
this shall not apply to those flammable liquid materials which are 
highly viscid (extremely hard to pour), which may be used and handled in 
original shipping containers. For quantities of one gallon or less, the 
original container may be used, for storage, use and handling of 
flammable liquids.
    (2) Flammable or combustible liquids shall not be stored in areas 
used for exits, stairways, or normally used for the safe passage of 
people.
    (b) Indoor storage of flammable and combustible liquids. (1) No more 
than 25 gallons of flammable or combustible liquids shall be stored in a 
room outside of an approved storage cabinet. For storage of liquefied 
petroleum gas, see Sec. 1926.153.
    (2) Quantities of flammable and combustible liquid in excess of 25 
gallons shall be stored in an acceptable or approved cabinet meeting the 
following requirements:
    (i) Acceptable wooden storage cabinets shall be constructed in the 
following manner, or equivalent: The bottom, sides, and top shall be 
constructed of an exterior grade of plywood at least 1 inch in 
thickness, which shall not break down or delaminate under standard fire 
test conditions. All joints shall be rabbeted and shall be fastened in 
two directions with flathead wood screws. When more than one door is 
used, there shall be a rabbeted overlap of not less than 1 inch. Steel 
hinges shall be mounted in such a manner as to not lose their holding 
capacity due to loosening or burning out of the screws when subjected to 
fire. Such cabinets shall be painted inside and out with fire retardant 
paint.
    (ii) Approved metal storage cabinets will be acceptable.
    (iii) Cabinets shall be labeled in conspicuous lettering, 
``Flammable--Keep Fire Away.''
    (3) Not more than 60 gallons of flammable or 120 gallons of 
combustible liquids shall be stored in any one storage cabinet. Not more 
than three such cabinets may be located in a single storage area. 
Quantities in excess of this shall be stored in an inside storage room.
    (4)(i) Inside storage rooms shall be constructed to meet the 
required fire-resistive rating for their use. Such construction shall 
comply with the test specifications set forth in Standard Methods of 
Fire Test of Building Construction and Material, NFPA 251-1969.
    (ii) Where an automatic extinguishing system is provided, the system 
shall be designed and installed in an approved manner. Openings to other

[[Page 199]]

rooms or buildings shall be provided with noncombustible liquid-tight 
raised sills or ramps at least 4 inches in height, or the floor in the 
storage area shall be at least 4 inches below the surrounding floor. 
Openings shall be provided with approved self-closing fire doors. The 
room shall be liquid-tight where the walls join the floor. A permissible 
alternate to the sill or ramp is an open-grated trench, inside of the 
room, which drains to a safe location. Where other portions of the 
building or other buildings are exposed, windows shall be protected as 
set forth in the Standard for Fire Doors and Windows, NFPA No. 80-1970, 
for Class E or F openings. Wood of at least 1-inch nominal thickness may 
be used for shelving, racks, dunnage, scuffboards, floor overlay, and 
similar installations.
    (iii) Materials which will react with water and create a fire hazard 
shall not be stored in the same room with flammable or combustible 
liquids.
    (iv) Storage in inside storage rooms shall comply with Table F-2 
following:

                                                    Table F-2
----------------------------------------------------------------------------------------------------------------
                                                                                                         Total
                                                                                                       allowable
                                                                                                      quantities
         Fire protection provided                 Fire resistance                Maximum size          gals./sq.
                                                                                                       ft./floor
                                                                                                         area
----------------------------------------------------------------------------------------------------------------
Yes......................................  2 hrs.......................  500 sq. ft.................          10
No.......................................  2 hrs.......................  500 sq. ft.................           4
Yes......................................  1 hr........................  150 sq. ft.................           5
No.......................................  1 hr........................  150 sq. ft.................           2
----------------------------------------------------------------------------------------------------------------
Note: Fire protection system shall be sprinkler, water spray, carbon dioxide or other system approved by a
  nationally recognized testing laboratory for this purpose.

    (v) Electrical wiring and equipment located in inside storage rooms 
shall be approved for Class I, Division 1, Hazardous Locations. For 
definition of Class I, Division 1, Hazardous Locations, see Sec. 
1926.449.
    (vi) Every inside storage room shall be provided with either a 
gravity or a mechanical exhausting system. Such system shall commence 
not more than 12 inches above the floor and be designed to provide for a 
complete change of air within the room at least 6 times per hour. If a 
mechanical exhausting system is used, it shall be controlled by a switch 
located outside of the door. The ventilating equipment and any lighting 
fixtures shall be operated by the same switch. An electric pilot light 
shall be installed adjacent to the switch if flammable liquids are 
dispensed within the room. Where gravity ventilation is provided, the 
fresh air intake, as well as the exhausting outlet from the room, shall 
be on the exterior of the building in which the room is located.
    (vii) In every inside storage room there shall be maintained one 
clear aisle at least 3 feet wide. Containers over 30 gallons capacity 
shall not be stacked one upon the other.
    (viii) Flammable and combustible liquids in excess of that permitted 
in inside storage rooms shall be stored outside of buildings in 
accordance with paragraph (c) of this section.
    (5) Quantity. The quantity of flammable or combustible liquids kept 
in the vicinity of spraying operations shall be the minimum required for 
operations and should ordinarily not exceed a supply for 1 day or one 
shift. Bulk storage of portable containers of flammable or combustible 
liquids shall be in a separate, constructed building detached from other 
important buildings or cut off in a standard manner.
    (c) Storage outside buildings. (1) Storage of containers (not more 
than 60 gallons each) shall not exceed 1,100 gallons in any one pile or 
area. Piles or groups of containers shall be separated by a 5-foot 
clearance. Piles or groups of containers shall not be nearer than 20 
feet to a building.
    (2) Within 200 feet of each pile of containers, there shall be a 12-
foot-wide access way to permit approach of fire control apparatus.
    (3) The storage area shall be graded in a manner to divert possible 
spills away from buildings or other exposures, or shall be surrounded by 
a curb or earth dike at least 12 inches high. When curbs or dikes are 
used, provisions shall be made for draining off accumulations of ground 
or rain water, or spills of flammable or combustible liquids. Drains 
shall terminate at a safe location and shall be accessible to operation 
under fire conditions.
    (4) Outdoor portable tank storage: (i) Portable tanks shall not be 
nearer than 20 feet from any building. Two or more portable tanks, 
grouped together, having a combined capacity in excess of 2,200 gallons, 
shall be separated by a 5-

[[Page 200]]

foot-clear area. Individual portable tanks exceeding 1,100 gallons shall 
be separated by a 5-foot-clear area.
    (ii) Within 200 feet of each portable tank, there shall be a 12-
foot-wide access way to permit approach of fire control apparatus.
    (5) Storage areas shall be kept free of weeds, debris, and other 
combustible material not necessary to the storage.
    (6) Portable tanks, not exceeding 660 gallons, shall be provided 
with emergency venting and other devices, as required by chapters III 
and IV of NFPA 30-1969, The Flammable and Combustible Liquids Code.
    (7) Portable tanks, in excess of 660 gallons, shall have emergency 
venting and other devices, as required by chapters II and III of The 
Flammable and Combustible Liquids Code, NFPA 30-1969.
    (d) Fire control for flammable or combustible liquid storage. (1) At 
least one portable fire extinguisher, having a rating of not less than 
20-B units, shall be located outside of, but not more than 10 feet from, 
the door opening into any room used for storage of more than 60 gallons 
of flammable or combustible liquids.
    (2) At least one portable fire extinguisher having a rating of not 
less than 20-B units shall be located not less than 25 feet, nor more 
than 75 feet, from any flammable liquid storage area located outside.
    (3) When sprinklers are provided, they shall be installed in 
accordance with the Standard for the Installation of Sprinkler Systems, 
NFPA 13-1969.
    (4) At least one portable fire extinguisher having a rating of not 
less than 20-B:C units shall be provided on all tank trucks or other 
vehicles used for transporting and/or dispensing flammable or 
combustible liquids.
    (e) Dispensing liquids. (1) Areas in which flammable or combustible 
liquids are transferred at one time, in quantities greater than 5 
gallons from one tank or container to another tank or container, shall 
be separated from other operations by 25-feet distance or by 
construction having a fire resistance of at least 1 hour. Drainage or 
other means shall be provided to control spills. Adequate natural or 
mechanical ventilation shall be provided to maintain the concentration 
of flammable vapor at or below 10 percent of the lower flammable limit.
    (2) Transfer of flammable liquids from one container to another 
shall be done only when containers are electrically interconnected 
(bonded).
    (3) Flammable or combustible liquids shall be drawn from or 
transferred into vessels, containers, or tanks within a building or 
outside only through a closed piping system, from safety cans, by means 
of a device drawing through the top, or from a container, or portable 
tanks, by gravity or pump, through an approved self-closing valve. 
Transferring by means of air pressure on the container or portable tanks 
is prohibited.
    (4) The dispensing units shall be protected against collision 
damage.
    (5) Dispensing devices and nozzles for flammable liquids shall be of 
an approved type.
    (f) Handling liquids at point of final use. (1) Flammable liquids 
shall be kept in closed containers when not actually in use.
    (2) Leakage or spillage of flammable or combustible liquids shall be 
disposed of promptly and safely.
    (3) Flammable liquids may be used only where there are no open 
flames or other sources of ignition within 50 feet of the operation, 
unless conditions warrant greater clearance.
    (g) Service and refueling areas. (1) Flammable or combustible 
liquids shall be stored in approved closed containers, in tanks located 
underground, or in aboveground portable tanks.
    (2) The tank trucks shall comply with the requirements covered in 
the Standard for Tank Vehicles for Flammable and Combustible Liquids, 
NFPA No. 385-1966.
    (3) The dispensing hose shall be an approved type.
    (4) The dispensing nozzle shall be an approved automatic-closing 
type without a latch-open device.
    (5) Underground tanks shall not be abandoned.
    (6) Clearly identified and easily accessible switch(es) shall be 
provided at a location remote from dispensing devices to shut off the 
power to all dispensing devices in the event of an emergency.

[[Page 201]]

    (7)(i) Heating equipment of an approved type may be installed in the 
lubrication or service area where there is no dispensing or transferring 
of flammable liquids, provided the bottom of the heating unit is at 
least 18 inches above the floor and is protected from physical damage.
    (ii) Heating equipment installed in lubrication or service areas, 
where flammable liquids are dispensed, shall be of an approved type for 
garages, and shall be installed at least 8 feet above the floor.
    (8) There shall be no smoking or open flames in the areas used for 
fueling, servicing fuel systems for internal combustion engines, 
receiving or dispensing of flammable or combustible liquids.
    (9) Conspicuous and legible signs prohibiting smoking shall be 
posted.
    (10) The motors of all equipment being fueled shall be shut off 
during the fueling operation.
    (11) Each service or fueling area shall be provided with at least 
one fire extinguisher having a rating of not less than 20-B:C located so 
that an extinguisher will be within 75 feet of each pump, dispenser, 
underground fill pipe opening, and lubrication or service area.
    (h) Scope. This section applies to the handling, storage, and use of 
flammable and combustible liquids with a flashpoint below 200 [deg]F 
(93.33 [deg]C). This section does not apply to:
    (1) Bulk transportation of flammable and combustible liquids; and
    (2) Storage, handling, and use of fuel oil tanks and containers 
connected with oil burning equipment.
    (i) Tank storage--(1) Design and construction of tanks--(i) 
Materials. (A) Tanks shall be built of steel except as provided in 
paragraphs (i)(1)(i) (B) through (E) of this section.
    (B) Tanks may be built of materials other than steel for 
installation underground or if required by the properties of the liquid 
stored. Tanks located above ground or inside buildings shall be of 
noncombustible construction.
    (C) Tanks built of materials other than steel shall be designed to 
specifications embodying principles recognized as good engineering 
design for the material used.
    (D) Unlined concrete tanks may be used for storing flammable or 
combustible liquids having a gravity of 40[deg] API or heavier. Concrete 
tanks with special lining may be used for other services provided the 
design is in accordance with sound engineering practice.
    (E) [Reserved]
    (F) Special engineering consideration shall be required if the 
specific gravity of the liquid to be stored exceeds that of water or if 
the tanks are designed to contain flammable or combustible liquids at a 
liquid temperature below 0 [deg]F.
    (ii) Fabrication. (A) [Reserved]
    (B) Metal tanks shall be welded, riveted, and caulked, brazed, or 
bolted, or constructed by use of a combination of these methods. Filler 
metal used in brazing shall be nonferrous metal or an alloy having a 
melting point above 1000 [deg]F. and below that of the metal joined.
    (iii) Atmospheric tanks. (A) Atmospheric tanks shall be built in 
accordance with acceptable good standards of design. Atmospheric tanks 
may be built in accordance with:
    (1) Underwriters' Laboratories, Inc., Subjects No. 142, Standard for 
Steel Aboveground Tanks for Flammable and Combustible Liquids, 1968; No. 
58, Standard for Steel Underground Tanks for Flammable and Combustible 
Liquids, Fifth Edition, December 1961; or No. 80, Standard for Steel 
Inside Tanks for Oil-Burner Fuel, September 1963.
    (2) American Petroleum Institute Standards No. 12A, Specification 
for Oil Storage Tanks with Riveted Shells, Seventh Edition, September 
1951, or No. 650, Welded Steel Tanks for Oil Storage, Third Edition, 
1966.
    (3) American Petroleum Institute Standards No. 12B, Specification 
for Bolted Production Tanks, Eleventh Edition, May 1958, and Supplement 
1, March 1962; No. 12D, Specification for Large Welded Production Tanks, 
Seventh Edition, August 1957; or No. 12F, Specification for Small Welded 
Production Tanks, Fifth Edition, March 1961. Tanks built in accordance 
with these standards shall be used only as production tanks for storage 
of crude petroleum in oil-producing areas.
    (B) Tanks designed for underground service not exceeding 2,500 
gallons (9,462.5 L) capacity may be used aboveground.

[[Page 202]]

    (C) Low-pressure tanks and pressure vessels may be used as 
atmospheric tanks.
    (D) Atmospheric tanks shall not be used for the storage of a 
flammable or combustible liquid at a temperature at or above its boiling 
point.
    (iv) Low pressure tanks. (A) The normal operating pressure of the 
tank shall not exceed the design pressure of the tank.
    (B) Low-pressure tanks shall be built in accordance with acceptable 
standards of design. Low-pressure tanks may be built in accordance with:
    (1) American Petroleum Institute Standard No. 620. Recommended Rules 
for the Design and Construction of Large, Welded, Low-Pressure Storage 
Tanks, Third Edition, 1966.
    (2) The principles of the Code for Unfired Pressure Vessels, Section 
VIII of the ASME Boiler and Pressure Vessels Code, 1968.
    (C) Atmospheric tanks built according to Underwriters' Laboratories, 
Inc., requirements in paragraph (i)(1)(iii)(A) of this section and shall 
be limited to 2.5 p.s.i.g. under emergency venting conditions.

This paragraph may be used for operating pressures not exceeding 1 
p.s.i.g.
    (D) Pressure vessels may be used as low-pressure tanks.
    (v) Pressure vessels. (A) The normal operating pressure of the 
vessel shall not exceed the design pressure of the vessel.
    (B) Pressure vessels shall be built in accordance with the Code for 
Unfired Pressure Vessels, Section VIII of the ASME Boiler and Pressure 
Vessel Code 1968.
    (vi) Provisions for internal corrosion. When tanks are not designed 
in accordance with the American Petroleum Institute, American Society of 
Mechanical Engineers, or the Underwriters' Laboratories, Inc.'s, 
standards, or if corrosion is anticipated beyond that provided for in 
the design formulas used, additional metal thickness or suitable 
protective coatings or linings shall be provided to compensate for the 
corrosion loss expected during the design life of the tank.
    (2) Installation of outside aboveground tanks. (i) [Reserved]
    (ii) Spacing (shell-to-shell) between aboveground tanks. (A) The 
distance between any two flammable or combustible liquid storage tanks 
shall not be less than 3 feet (0.912 m).
    (B) Except as provided in paragraph (i)(2)(ii)(C) of this section, 
the distance between any two adjacent tanks shall not be less than one-
sixth the sum of their diameters. When the diameter of one tank is less 
than one-half the diameter of the adjacent tank, the distance between 
the two tanks shall not be less than one-half the diameter of the 
smaller tank.
    (C) Where crude petroleum in conjunction with production facilities 
are located in noncongested areas and have capacities not exceeding 
126,000 gallons (3,000 barrels), the distance between such tanks shall 
not be less than 3 feet (0.912 m).
    (D) Where unstable flammable or combustible liquids are stored, the 
distance between such tanks shall not be less than one-half the sum of 
their diameters.
    (E) When tanks are compacted in three or more rows or in an 
irregular pattern, greater spacing or other means shall be provided so 
that inside tanks are accessible for firefighting purposes.
    (F) The minimum separation between a liquefied petroleum gas 
container and a flammable or combustible liquid storage tank shall be 20 
feet (6.08 m), except in the case of flammable or combustible liquid 
tanks operating at pressures exceeding 2.5 p.s.i.g. or equipped with 
emergency venting which will permit pressures to exceed 2.5 p.s.i.g. in 
which case the provisions of paragraphs (i)(2)(ii) (A) and (B) of this 
section shall apply. Suitable means shall be taken to prevent the 
accumulation of flammable or combustible liquids under adjacent 
liquefied petroleum gas containers such as by diversion curbs or 
grading. When flammable or combustible liquid storage tanks are within a 
diked area, the liquefied petroleum gas containers shall be outside the 
diked area and at least 10 feet (3.04 m) away from the centerline of the 
wall of the diked area. The foregoing provisions shall not apply when 
liquefied petroleum gas containers of 125 gallons (473.125 L) or less

[[Page 203]]

capacity are installed adjacent to fuel oil supply tanks of 550 gallons 
(2,081.75 L) or less capacity.
    (iii) [Reserved]
    (iv) Normal venting for aboveground tanks. (A) Atmospheric storage 
tanks shall be adequately vented to prevent the development of vacuum or 
pressure sufficient to distort the roof of a cone roof tank or exceeding 
the design pressure in the case of other atmospheric tanks, as a result 
of filling or emptying, and atmospheric temperature changes.
    (B) Normal vents shall be sized either in accordance with: (1) The 
American Petroleum Institute Standard 2000 (1968), Venting Atmospheric 
and Low-Pressure Storage Tanks; or (2) other accepted standard; or (3) 
shall be at least as large as the filling or withdrawal connection, 
whichever is larger but in no case less than 1\1/4\ inch (3.175 cm) 
nominal inside diameter.
    (C) Low-pressure tanks and pressure vessels shall be adequately 
vented to prevent development of pressure or vacuum, as a result of 
filling or emptying and atmospheric temperature changes, from exceeding 
the design pressure of the tank or vessel. Protection shall also be 
provided to prevent overpressure from any pump discharging into the tank 
or vessel when the pump discharge pressure can exceed the design 
pressure of the tank or vessel.
    (D) If any tank or pressure vessel has more than one fill or 
withdrawal connection and simultaneous filling or withdrawal can be 
made, the vent size shall be based on the maximum anticipated 
simultaneous flow.
    (E) Unless the vent is designed to limit the internal pressure 2.5 
p.s.i. or less, the outlet of vents and vent drains shall be arranged to 
discharge in such a manner as to prevent localized overheating of any 
part of the tank in the event vapors from such vents are ignited.
    (F) Tanks and pressure vessels storing Class IA liquids shall be 
equipped with venting devices which shall be normally closed except when 
venting to pressure or vacuum conditions. Tanks and pressure vessels 
storing Class IB and IC liquids shall be equipped with venting devices 
which shall be normally closed except when venting under pressure or 
vacuum conditions, or with approved flame arresters.
    Exemption: Tanks of 3,000 bbls. (84 m\3\) capacity or less 
containing crude petroleum in crude-producing areas; and, outside 
aboveground atmospheric tanks under 1,000 gallons (3,785 L) capacity 
containing other than Class IA flammable liquids may have open vents. 
(See paragraph (i)(2)(vi)(B) of this section.)
    (G) Flame arresters or venting devices required in paragraph 
(i)(2)(iv)(F) of this section may be omitted for Class IB and IC liquids 
where conditions are such that their use may, in case of obstruction, 
result in tank damage.
    (v) Emergency relief venting for fire exposure for aboveground 
tanks. (A) Every aboveground storage tank shall have some form of 
construction or device that will relieve excessive internal pressure 
caused by exposure fires.
    (B) In a vertical tank the construction referred to in paragraph 
(i)(2)(v)(A) of this section may take the form of a floating roof, 
lifter roof, a weak roof-to-shell seam, or other approved pressure 
relieving construction. The weak roof-to-shell seam shall be constructed 
to fail preferential to any other seam.
    (C) Where entire dependence for emergency relief is placed upon 
pressure relieving devices, the total venting capacity of both normal 
and emergency vents shall be enough to prevent rupture of the shell or 
bottom of the tank if vertical, or of the shell or heads if horizontal. 
If unstable liquids are stored, the effects of heat or gas resulting 
from polymerization, decomposition, condensation, or self-reactivity 
shall be taken into account. The total capacity of both normal and 
emergency venting devices shall be not less than that derived from Table 
F-10 except as provided in paragraph (i)(2)(v) (E) or (F) of this 
section. Such device may be a self-closing manhole cover, or one using 
long bolts that permit the cover to lift under internal pressure, or an 
additional or larger relief valve or valves. The wetted area of the tank 
shall be calculated on the basis of 55 percent of the total exposed area 
of a

[[Page 204]]

sphere or spheroid, 75 percent of the total exposed area of a horizontal 
tank and the first 30 feet (9.12 m) above grade of the exposed shell 
area of a vertical tank.

  Table F-10--Wetted Area Versus Cubic Feet (Meters) Free Air Per Hour
                [14.7 psia and 60 [deg]F. (15.55 [deg]C)]
------------------------------------------------------------------------
                            Square                  Square
Square feet  CFH (m\3\H)     feet         CFH        feet         CFH
   (m\2\)                   (m\2\)      (m\3\H)     (m\2\)      (m\3\H)
------------------------------------------------------------------------
 20 (1.84)       21,100   200 (18.4)     211,000       1,000     524,000
                (590.8)                  (5,908)      (90.2)    (14,672)
 30 (2.76)       31,600     250 (23)     239,000       1,200     557,000
                (884.8)                  (6,692)     (110.4)    (15,596)
 40 (3.68)       42,100   300 (27.6)     265,000       1,400     587,000
              (1,178.8)                  (7,420)     (128.8)    (16,436)
  50 (4.6)       52,700   350 (32.2)     288,000       1,600     614,000
              (1,475.6)                  (8,064)     (147.2)    (17,192)
 60 (5.52)       63,200   400 (36.8)     312,000       1,800     639,000
              (1,769.6)                  (8,736)     (165.6)    (17,892)
 70 (6.44)       73,700     500 (46)     354,000       2,000     662,000
              (2,063.6)                  (9,912)     (180.4)    (18,536)
 80 (7.36)       84,200   600 (55.2)     392,000       2,400     704,000
              (2,357.6)                 (10,976)     (220.8)    (19,712)
 90 (8.28)       94,800   700 (64.4)     428,000       2,800     742,000
              (2,654.4)                 (11,984)     (257.6)    (20,776)
 100 (9.2)      105,000   800 (73.6)     462,000         and
                (2,940)                 (12,936)
120 (11.04)     126,000   900 (82.8)     493,000        over
                (3,528)                 (13,804)
140 (12.88)     147,000        1,000     524,000
                (4,116)       (90.2)    (14,672)
160 (14.72)     168,000
                (4,704)
180 (16.56)     190,000
                (5,320)
200 (18.4)      211,000
                (5,908)
------------------------------------------------------------------------

    (D) For tanks and storage vessels designed for pressure over 1 
p.s.i.g., the total rate of venting shall be determined in accordance 
with Table F-10, except that when the exposed wetted area of the surface 
is greater than 2,800 square feet (257.6 m\2\), the total rate of 
venting shall be calculated by the following formula:

CFH = 1,107A\0.82\

Where:

CFH = Venting requirement, in cubic feet (meters) of free air per hour.
A = Exposed wetted surface, in square feet (m\2\).

    Note: The foregoing formula is based on Q=21,000A\0.82\.

    (E) The total emergency relief venting capacity for any specific 
stable liquid may be determined by the following formula:

V = 1337/L[radic] M

V = Cubic feet (meters) of free air per hour from Table F-10.
L = Latent heat of vaporization of specific liquid in B.t.u. per pound.
M = Molecular weight of specific liquids.

    (F) The required airflow rate of paragraph (i)(2)(v) (C) or (E) of 
this section may be multiplied by the appropriate factor listed in the 
following schedule when protection is provided as indicated. Only one 
factor may be used for any one tank.

0.5 for drainage in accordance with paragraph (i)(2)(vii)(B) of this 
section for tanks over 200 square feet (18.4 m\2\) of wetted area.
0.3 for approved water spray.
0.3 for approved insulation.
0.15 for approved water spray with approved insulation.

    (G) The outlet of all vents and vent drains on tanks equipped with 
emergency venting to permit pressures exceeding 2.5 p.s.i.g. shall be 
arranged to discharge in such a way as to prevent localized overheating 
of any part of the tank, in the event vapors from such vents are 
ignited.
    (H) Each commercial tank venting device shall have stamped on it the 
opening pressure, the pressure at which the valve reaches the full open 
position, and the flow capacity at the latter pressure, expressed in 
cubic feet (meters) per hour of air at 60 [deg]F. (15.55 [deg]C) and at 
a pressure of 14.7 p.s.i.a.
    (I) The flow capacity of tank venting devices 12 inches (30.48 cm) 
and smaller in nominal pipe size shall be determined by actual test of 
each type and size of vent. These flow tests may be conducted by the 
manufacturer if certified by a qualified impartial observer, or may be 
conducted by an outside agency. The flow capacity of tank venting 
devices larger than 12 inches (30.48 cm) nominal pipe size, including 
manhole covers with long bolts or equivalent, may be calculated provided 
that the opening pressure is actually

[[Page 205]]

measured, the rating pressure and corresponding free orifice area are 
stated, the word ``calculated'' appears on the nameplate, and the 
computation is based on a flow coefficient of 0.5 applied to the rated 
orifice area.
    (vi) Vent piping for aboveground tanks. (A) Vent piping shall be 
constructed in accordance with paragraph (c) of this section.
    (B) Where vent pipe outlets for tanks storing Class I liquids are 
adjacent to buildings or public ways, they shall be located so that the 
vapors are released at a safe point outside of buildings and not less 
than 12 feet (3.648 m) above the adjacent ground level. In order to aid 
their dispersion, vapors shall be discharged upward or horizontally away 
from closely adjacent walls. Vent outlets shall be located so that 
flammable vapors will not be trapped by eaves or other obstructions and 
shall be at least 5 feet (1.52 m) from building openings.
    (C) When tank vent piping is manifolded, pipe sizes shall be such as 
to discharge, within the pressure limitations of the system, the vapors 
they may be required to handle when manifolded tanks are subject to the 
same fire exposure.
    (vii) Drainage, dikes, and walls for aboveground tanks--(A) Drainage 
and diked areas. The area surrounding a tank or a group of tanks shall 
be provided with drainage as in paragraph (i)(2)(vii)(B) of this 
section, or shall be diked as provided in (i)(2)(vii)(C) of this 
section, to prevent accidental discharge of liquid from endangering 
adjoining property or reaching waterways.
    (B) Drainage. Where protection of adjoining property or waterways is 
by means of a natural or manmade drainage system, such systems shall 
comply with the following:
    (1) [Reserved]
    (2) The drainage system shall terminate in vacant land or other area 
or in an impounding basin having a capacity not smaller than that of the 
largest tank served. This termination area and the route of the drainage 
system shall be so located that, if the flammable or combustible liquids 
in the drainage system are ignited, the fire will not seriously expose 
tanks or adjoining property.
    (C) Diked areas. Where protection of adjoining property or waterways 
is accomplished by retaining the liquid around the tank by means of a 
dike, the volume of the diked area shall comply with the following 
requirements:
    (1) Except as provided in paragraph (i)(2)(vii)(C)(2) of this 
section, the volumetric capacity of the diked area shall not be less 
than the greatest amount of liquid that can be released from the largest 
tank within the diked area, assuming a full tank. The capacity of the 
diked area enclosing more than one tank shall be calculated by deducting 
the volume of the tanks other than the largest tank below the height of 
the dike.
    (2) For a tank or group of tanks with fixed roofs containing crude 
petroleum with boilover characteristics, the volumetric capacity of the 
diked area shall be not less than the capacity of the largest tank 
served by the enclosure, assuming a full tank. The capacity of the diked 
enclosure shall be calculated by deducting the volume below the height 
of the dike of all tanks within the enclosure.
    (3) Walls of the diked area shall be of earth, steel, concrete or 
solid masonry designed to be liquidtight and to withstand a full 
hydrostatic head. Earthen walls 3 feet (0.912 m) or more in height shall 
have a flat section at the top not less than 2 feet (0.608 m) wide. The 
slope of an earthen wall shall be consistent with the angle of repose of 
the material of which the wall is constructed.
    (4) The walls of the diked area shall be restricted to an average 
height of 6 feet (1.824 m) above interior grade.
    (5) [Reserved]
    (6) No loose combustible material, empty or full drum or barrel, 
shall be permitted within the diked area.
    (viii) Tank openings other than vents for aboveground tanks.
    (A)-(C) [Reserved]
    (D) Openings for gaging shall be provided with a vaportight cap or 
cover.
    (E) For Class IB and Class IC liquids other than crude oils, 
gasolines, and asphalts, the fill pipe shall be so designed and 
installed as to minimize the possibility of generating static 
electricity. A fill pipe entering the top of a

[[Page 206]]

tank shall terminate within 6 inches (15.24 cm) of the bottom of the 
tank and shall be installed to avoid excessive vibration.
    (F) Filling and emptying connections which are made and broken shall 
be located outside of buildings at a location free from any source of 
ignition and not less than 5 feet (1.52 m) away from any building 
opening. Such connection shall be closed and liquidtight when not in 
use. The connection shall be properly identified.
    (3) Installation of underground tanks--(i) Location. Excavation for 
underground storage tanks shall be made with due care to avoid 
undermining of foundations of existing structures. Underground tanks or 
tanks under buildings shall be so located with respect to existing 
building foundations and supports that the loads carried by the latter 
cannot be transmitted to the tank. The distance from any part of a tank 
storing Class I liquids to the nearest wall of any basement or pit shall 
be not less than 1 foot (0.304 m), and to any property line that may be 
built upon, not less than 3 feet (0.912 m). The distance from any part 
of a tank storing Class II or Class III liquids to the nearest wall of 
any basement, pit or property line shall be not less than 1 foot (0.304 
m).
    (ii) Depth and cover. Underground tanks shall be set on firm 
foundations and surrounded with at least 6 inches (15.24 cm) of 
noncorrosive, inert materials such as clean sand, earth, or gravel well 
tamped in place. The tank shall be placed in the hole with care since 
dropping or rolling the tank into the hole can break a weld, puncture or 
damage the tank, or scrape off the protective coating of coated tanks. 
Tanks shall be covered with a minimum of 2 feet (0.608 m) of earth, or 
shall be covered with not less than 1 foot (0.304 m) of earth, on top of 
which shall be placed a slab of reinforced concrete not less than 4 
inches (10.16 cm) thick. When underground tanks are, or are likely to 
be, subject to traffic, they shall be protected against damage from 
vehicles passing over them by at least 3 feet (0.912 m) of earth cover, 
or 18 inches (45.72 cm) of well-tamped earth, plus 6 inches (15.24 cm) 
of reinforced concrete or 8 inches (20.32 cm) of asphaltic concrete. 
When asphaltic or reinforced concrete paving is used as part of the 
protection, it shall extend at least 1 foot (0.304 m) horizontally 
beyond the outline of the tank in all directions.
    (iii) Corrosion protection. Corrosion protection for the tank and 
its piping shall be provided by one or more of the following methods:
    (A) Use of protective coatings or wrappings;
    (B) Cathodic protection; or,
    (C) Corrosion resistant materials of construction.
    (iv) Vents. (A) Location and arrangement of vents for Class I 
liquids. Vent pipes from tanks storing Class I liquids shall be so 
located that the discharge point is outside of buildings, higher than 
the fill pipe opening, and not less than 12 feet (3.648 m) above the 
adjacent ground level. Vent pipes shall discharge only upward in order 
to disperse vapors. Vent pipes 2 inches (5.08 cm) or less in nominal 
inside diameter shall not be obstructed by devices that will cause 
excessive back pressure. Vent pipe outlets shall be so located that 
flammable vapors will not enter building openings, or be trapped under 
eaves or other obstructions. If the vent pipe is less than 10 feet (3.04 
m) in length, or greater than 2 inches (5.08 cm) in nominal inside 
diameter, the outlet shall be provided with a vacuum and pressure relief 
device or there shall be an approved flame arrester located in the vent 
line at the outlet or within the approved distance from the outlet.
    (B) Size of vents. Each tank shall be vented through piping adequate 
in size to prevent blow-back of vapor or liquid at the fill opening 
while the tank is being filled. Vent pipes shall be not less than 1\1/4\ 
inch (3.175 cm) nominal inside diameter.

                                         Table F-11--Vent Line Diameters
----------------------------------------------------------------------------------------------------------------
                                                                             Pipe length \1\
                  Maximum flow GPM (L)                  --------------------------------------------------------
                                                          50 feet (15.2 m)  100 feet (30.4 m)  200 feet (60.8 m)
----------------------------------------------------------------------------------------------------------------
                                                               Inches (cm)        Inches (cm)        Inches (cm)
 

[[Page 207]]

 
100 (378.5)............................................     1\1/4\ (3.175)     1\1/4\ (3.175)     1\1/4\ (3.175)
200 (757)..............................................     1\1/4\ (3.175)     1\1/4\ (3.175)     1\1/4\ (3.175)
300 (1,135.5)..........................................     1\1/4\ (3.175)     1\1/4\ (3.175)      1\1/2\ (3.81)
400 (1,514)............................................     1\1/4\ (3.175)      1\1/2\ (3.81)           2 (5.08)
500 (1,892.5)..........................................      1\1/2\ (3.81)      1\1/2\ (3.81)           2 (5.08)
600 (2,271)............................................      1\1/2\ (3.81)           2 (5.08)           2 (5.08)
700 (2,649.5)..........................................           2 (5.08)           2 (5.08)           2 (5.08)
800 (3,028)............................................           2 (5.08)           2 (5.08)           3 (7.62)
900 (3,406.5)..........................................           2 (5.08)           2 (5.08)           3 (7.62)
1,000 (3,785)..........................................           2 (5.08)           2 (5.08)          3 (7.62)
----------------------------------------------------------------------------------------------------------------
\1\ Vent lines of 50 ft. (15.2 m), 100 ft. (30.4 m), and 200 ft. (60.8 m) of pipe plus 7 ells.

    (C) Location and arrangement of vents for Class II or Class III 
liquids. Vent pipes from tanks storing Class II or Class III flammable 
liquids shall terminate outside of the building and higher than the fill 
pipe opening. Vent outlets shall be above normal snow level. They may be 
fitted with return bends, coarse screens or other devices to minimize 
ingress of foreign material.
    (D) Vent piping shall be constructed in accordance with paragraph 
(3)(iv)(C) of this section. Vent pipes shall be so laid as to drain 
toward the tank without sags or traps in which liquid can collect. They 
shall be located so that they will not be subjected to physical damage. 
The tank end of the vent pipe shall enter the tank through the top.
    (E) When tank vent piping is manifolded, pipe sizes shall be such as 
to discharge, within the pressure limitations of the system, the vapors 
they may be required to handle when manifolded tanks are filled 
simultaneously.
    (v) Tank openings other than vents. (A) Connections for all tank 
openings shall be vapor or liquid tight.
    (B) Openings for manual gaging, if independent of the fill pipe, 
shall be provided with a liquid-tight cap or cover. If inside a 
building, each such opening shall be protected against liquid overflow 
and possible vapor release by means of a spring loaded check valve or 
other approved device.
    (C) Fill and discharge lines shall enter tanks only through the top. 
Fill lines shall be sloped toward the tank.
    (D) For Class IB and Class IC liquids other than crude oils, 
gasolines, and asphalts, the fill pipe shall be so designed and 
installed as to minimize the possibility of generating static 
electricity by terminating within 6 inches (15.24 cm) of the bottom of 
the tank.
    (E) Filling and emptying connections which are made and broken shall 
be located outside of buildings at a location free from any source of 
ignition and not less than 5 feet (1.52 m) away from any building 
opening. Such connection shall be closed and liquidtight when not in 
use. The connection shall be properly identified.
    (4) Installation of tanks inside of buildings--(i) Location. Tanks 
shall not be permitted inside of buildings except as provided in 
paragraphs (e), (g), (h), or (i) of this section.
    (ii) Vents. Vents for tanks inside of buildings shall be as provided 
in paragraphs (i)(2) (iv), (v), (vi)(B), and (3)(iv) of this section, 
except that emergency venting by the use of weak roof seams on tanks 
shall not be permitted. Vents shall discharge vapors outside the 
buildings.
    (iii) Vent piping. Vent piping shall be constructed in accordance 
with paragraph (c) of this section.
    (iv) Tank openings other than vents. (A) Connections for all tank 
openings shall be vapor or liquidtight. Vents are covered in paragraph 
(i)(4)(ii) of this section.
    (B) Each connection to a tank inside of buildings through which 
liquid can normally flow shall be provided with an internal or an 
external valve located as close as practical to the shell of the tank. 
Such valves, when external, and their connections to the tank shall be 
of steel except when the chemical characteristics of the liquid stored

[[Page 208]]

are incompatible with steel. When materials other than steel are 
necessary, they shall be suitable for the pressures, structural 
stresses, and temperatures involved, including fire exposures.
    (C) Flammable or combustible liquid tanks located inside of 
buildings, except in one-story buildings designed and protected for 
flammable or combustible liquid storage, shall be provided with an 
automatic-closing heat-actuated valve on each withdrawal connection 
below the liquid level, except for connections used for emergency 
disposal, to prevent continued flow in the event of fire in the vicinity 
of the tank. This function may be incorporated in the valve required in 
paragraph (i)(4)(iv)(B) of this section, and if a separate valve, shall 
be located adjacent to the valve required in paragraph (i)(4)(iv)(B) of 
this section.
    (D) Openings for manual gaging, if independent of the fill pipe (see 
paragraph (i)(4)(iv)(F) of this section), shall be provided with a 
vaportight cap or cover. Each such opening shall be protected against 
liquid overflow and possible vapor release by means of a spring loaded 
check valve or other approved device.
    (E) For Class IB and Class IC liquids other than crude oils, 
gasolines, and asphalts, the fill pipe shall be so designed and 
installed as to minimize the possibility of generating static 
electricity by terminating within 6 inches (15.24 cm) of the bottom of 
the tank.
    (F) The fill pipe inside of the tank shall be installed to avoid 
excessive vibration of the pipe.
    (G) The inlet of the fill pipe shall be located outside of buildings 
at a location free from any source of ignition and not less than 5 feet 
(1.52 m) away from any building opening. The inlet of the fill pipe 
shall be closed and liquidtight when not in use. The fill connection 
shall be properly identified.
    (H) Tanks inside buildings shall be equipped with a device, or other 
means shall be provided, to prevent overflow into the building.
    (5) Supports, foundations, and anchorage for all tank locations--(i) 
General. Tank supports shall be installed on firm foundations. Tank 
supports shall be of concrete, masonry, or protected steel. Single wood 
timber supports (not cribbing) laid horizontally may be used for outside 
aboveground tanks if not more than 12 inches (30.48 cm) high at their 
lowest point.
    (ii) Fire resistance. Steel supports or exposed piling shall be 
protected by materials having a fire resistance rating of not less than 
2 hours, except that steel saddles need not be protected if less than 12 
inches (30.48 cm) high at their lowest point. Water spray protection or 
its equivalent may be used in lieu of fire-resistive materials to 
protect supports.
    (iii) Spheres. The design of the supporting structure for tanks such 
as spheres shall receive special engineering consideration.
    (iv) Load distribution. Every tank shall be so supported as to 
prevent the excessive concentration of loads on the supporting portion 
of the shell.
    (v) Foundations. Tanks shall rest on the ground or on foundations 
made of concrete, masonry, piling, or steel. Tank foundations shall be 
designed to minimize the possibility of uneven settling of the tank and 
to minimize corrosion in any part of the tank resting on the foundation.
    (vi) Flood areas. Where a tank is located in an area that may be 
subjected to flooding, the applicable precautions outlined in this 
subdivision shall be observed.
    (A) No aboveground vertical storage tank containing a flammable or 
combustible liquid shall be located so that the allowable liquid level 
within the tank is below the established maximum flood stage, unless the 
tank is provided with a guiding structure such as described in 
paragraphs (i)(5)(vi) (M), (N), and (O) of this section.
    (B) Independent water supply facilities shall be provided at 
locations where there is no ample and dependable public water supply 
available for loading partially empty tanks with water.
    (C) In addition to the preceding requirements, each tank so located 
that more than 70 percent, but less than 100 percent, of its allowable 
liquid storage capacity will be submerged at the established maximum 
flood stage, shall be safeguarded by one of the following methods: Tank 
shall be raised, or its height shall be increased, until its top extends 
above the maximum flood

[[Page 209]]

stage a distance equivalent to 30 percent or more of its allowable 
liquid storage capacity: Provided, however, That the submerged part of 
the tank shall not exceed two and one-half times the diameter. Or, as an 
alternative to the foregoing, adequate noncombustible structural guides, 
designed to permit the tank to float vertically without loss of product, 
shall be provided.
    (D) Each horizontal tank so located that more than 70 percent of its 
storage capacity will be submerged at the established flood stage, shall 
be anchored, attached to a foundation of concrete or of steel and 
concrete, of sufficient weight to provide adequate load for the tank 
when filled with flammable or combustible liquid and submerged by flood 
waters to the established flood stage, or adequately secured by other 
means.
    (E) [Reserved]
    (F) At locations where there is no ample and dependable water 
supply, or where filling of underground tanks with liquids is 
impracticable because of the character of their contents, their use, or 
for other reasons, each tank shall be safeguarded against movement when 
empty and submerged by high ground water or flood waters by anchoring, 
weighting with concrete or other approved solid loading material, or 
securing by other means. Each such tank shall be so constructed and 
installed that it will safely resist external pressures due to high 
ground water or flood waters.
    (G) At locations where there is an ample and dependable water supply 
available, underground tanks containing flammable or combustible 
liquids, so installed that more than 70 percent of their storage 
capacity will be submerged at the maximum flood stage, shall be so 
anchored, weighted, or secured by other means, as to prevent movement of 
such tanks when filled with flammable or combustible liquids, and 
submerged by flood waters to the established flood stage.
    (H) Pipe connections below the allowable liquid level in a tank 
shall be provided with valves or cocks located as closely as practicable 
to the tank shell. Such valves and their connections to tanks shall be 
of steel or other material suitable for use with the liquid being 
stored. Cast iron shall not be permitted.
    (I) At locations where an independent water supply is required, it 
shall be entirely independent of public power and water supply. 
Independent source of water shall be available when flood waters reach a 
level not less than 10 feet (3.04 m) below the bottom of the lowest tank 
on a property.
    (J) The self-contained power and pumping unit shall be so located or 
so designed that pumping into tanks may be carried on continuously 
throughout the rise in flood waters from a level 10 feet (3.04 m) below 
the lowest tank to the level of the potential flood stage.
    (K) Capacity of the pumping unit shall be such that the rate of rise 
of water in all tanks shall be equivalent to the established potential 
average rate of rise of flood waters at any stage.
    (L) Each independent pumping unit shall be tested periodically to 
insure that it is in satisfactory operating condition.
    (M) Structural guides for holding floating tanks above their 
foundations shall be so designed that there will be no resistance to the 
free rise of a tank, and shall be constructed of noncombustible 
material.
    (N) The strength of the structure shall be adequate to resist 
lateral movement of a tank subject to a horizontal force in any 
direction equivalent to not less than 25 pounds per square foot (1.05 kg 
m\2\) acting on the projected vertical cross-sectional area of the tank.
    (O) Where tanks are situated on exposed points or bends in a 
shoreline where swift currents in flood waters will be present, the 
structures shall be designed to withstand a unit force of not less than 
50 pounds per square foot (2.1 kg m\2\).
    (P) The filling of a tank to be protected by water loading shall be 
started as soon as flood waters reach a dangerous flood stage. The rate 
of filling shall be at least equal to the rate of rise of the 
floodwaters (or the established average potential rate of rise).
    (Q) Sufficient fuel to operate the water pumps shall be available at 
all times to insure adequate power to fill all tankage with water.

[[Page 210]]

    (R) All valves on connecting pipelines shall be closed and locked in 
closed position when water loading has been completed.
    (S) Where structural guides are provided for the protection of 
floating tanks, all rigid connections between tanks and pipelines shall 
be disconnected and blanked off or blinded before the floodwaters reach 
the bottom of the tank, unless control valves and their connections to 
the tank are of a type designed to prevent breakage between the valve 
and the tank shell.
    (T) All valves attached to tanks other than those used in connection 
with water loading operations shall be closed and locked.
    (U) If a tank is equipped with a swing line, the swing pipe shall be 
raised to and secured at its highest position.
    (V) Inspections. The Assistant Secretary or his designated 
representative shall make periodic inspections of all plants where the 
storage of flammable or combustible liquids is such as to require 
compliance with the foregoing requirements, in order to assure the 
following:
    (1) That all flammable or combustible liquid storage tanks are in 
compliance with these requirements and so maintained.
    (2) That detailed printed instructions of what to do in flood 
emergencies are properly posted.
    (3) That station operators and other employees depended upon to 
carry out such instructions are thoroughly informed as to the location 
and operation of such valves and other equipment necessary to effect 
these requirements.
    (vii) Earthquake areas. In areas subject to earthquakes, the tank 
supports and connections shall be designed to resist damage as a result 
of such shocks.
    (6) Sources of ignition. In locations where flammable vapors may be 
present, precautions shall be taken to prevent ignition by eliminating 
or controlling sources of ignition. Sources of ignition may include open 
flames, lightning, smoking, cutting and welding, hot surfaces, 
frictional heat, sparks (static, electrical, and mechanical), 
spontaneous ignition, chemical and physical-chemical reactions, and 
radiant heat.
    (7) Testing--(i) General. All tanks, whether shop built or field 
erected, shall be strength tested before they are placed in service in 
accordance with the applicable paragraphs of the code under which they 
were built. The American Society of Mechanical Engineers (ASME) code 
stamp, American Petroleum Institute (API) monogram, or the label of the 
Underwriters' Laboratories, Inc., on a tank shall be evidence of 
compliance with this strength test. Tanks not marked in accordance with 
the above codes shall be strength tested before they are placed in 
service in accordance with good engineering principles and reference 
shall be made to the sections on testing in the codes listed in 
paragraphs (i)(1) (iii)(A), (iv)(B), or (v)(B) of this section.
    (ii) Strength. When the vertical length of the fill and vent pipes 
is such that when filled with liquid the static head imposed upon the 
bottom of the tank exceeds 10 pounds per square inch (68.94 kPa), the 
tank and related piping shall be tested hydrostatically to a pressure 
equal to the static head thus imposed.
    (iii) Tightness. In addition to the strength test called for in 
paragraphs (i)(7) (i) and (ii) of this section, all tanks and 
connections shall be tested for tightness. Except for underground tanks, 
this tightness test shall be made at operating pressure with air, inert 
gas, or water prior to placing the tank in service. In the case of 
field-erected tanks the strength test may be considered to be the test 
for tank tightness. Underground tanks and piping, before being covered, 
enclosed, or placed in use, shall be tested for tightness 
hydrostatically, or with air pressure at not less than 3 pounds per 
square inch (20.68 kPa) and not more than 5 pounds per square inch 
(34.47 kPa).
    (iv) Repairs. All leaks or deformations shall be corrected in an 
acceptable manner before the tank is placed in service. Mechanical 
caulking is not permitted for correcting leaks in welded tanks except 
pinhole leaks in the roof.
    (v) Derated operations. Tanks to be operated at pressures below 
their design pressure may be tested by the applicable provisions of 
paragraphs (i)(7) (i) or

[[Page 211]]

(ii) of this section, based upon the pressure developed under full 
emergency venting of the tank.
    (j) Piping, valves, and fittings--(1) General--(i) Design. The 
design (including selection of materials) fabrication, assembly, test, 
and inspection of piping systems containing flammable or combustible 
liquids shall be suitable for the expected working pressures and 
structural stresses. Conformity with the applicable provisions of 
Pressure Piping, ANSI B31 series and the provisions of this paragraph, 
shall be considered prima facie evidence of compliance with the 
foregoing provisions.
    (ii) Exceptions. This paragraph does not apply to any of the 
following:
    (A) Tubing or casing on any oil or gas wells and any piping 
connected directly thereto.
    (B) Motor vehicle, aircraft, boat, or portable or stationary 
engines.
    (C) Piping within the scope of any applicable boiler and pressures 
vessel code.
    (iii) Definitions. As used in this paragraph, piping systems consist 
of pipe, tubing, flanges, bolting, gaskets, valves, fittings, the 
pressure containing parts of other components such as expansion joints 
and strainers, and devices which serve such purposes as mixing, 
separating, snubbing, distributing, metering, or controlling flow.
    (2) Materials for piping, valves, and fittings--(i) Required 
materials. Materials for piping, valves, or fittings shall be steel, 
nodular iron, or malleable iron, except as provided in paragraphs (j)(2) 
(ii), (iii) and (iv) of this section.
    (ii) Exceptions. Materials other than steel, nodular iron, or 
malleable iron may be used underground, or if required by the properties 
of the flammable or combustible liquid handled. Material other than 
steel, nodular iron, or malleable iron shall be designed to 
specifications embodying principles recognized as good engineering 
practices for the material used.
    (iii) Linings. Piping, valves, and fittings may have combustible or 
noncombustible linings.
    (iv) Low-melting materials. When low-melting point materials such as 
aluminum and brass or materials that soften on fire exposure such as 
plastics, or non-ductile materials such as cast iron, are necessary, 
special consideration shall be given to their behavior on fire exposure. 
If such materials are used in above ground piping systems or inside 
buildings, they shall be suitably protected against fire exposure or so 
located that any spill resulting from the failure of these materials 
could not unduly expose persons, important buildings or structures or 
can be readily controlled by remote valves.
    (3) Pipe joints. Joints shall be made liquid tight. Welded or 
screwed joints or approved connectors shall be used. Threaded joints and 
connections shall be made up tight with a suitable lubricant or piping 
compound. Pipe joints dependent upon the friction characteristics of 
combustible materials for mechanical continuity of piping shall not be 
used inside buildings. They may be used outside of buildings above or 
below ground. If used above ground, the piping shall either be secured 
to prevent disengagement at the fitting or the piping system shall be so 
designed that any spill resulting from such disengagement could not 
unduly expose persons, important buildings or structures, and could be 
readily controlled by remote valves.
    (4) Supports. Piping systems shall be substantially supported and 
protected against physical damage and excessive stresses arising from 
settlement, vibration, expansion, or contraction.
    (5) Protection against corrosion. All piping for flammable or 
combustible liquids, both aboveground and underground, where subject to 
external corrosion, shall be painted or otherwise protected.
    (6) Valves. Piping systems shall contain a sufficient number of 
valves to operate the system properly and to protect the plant. Piping 
systems in connection with pumps shall contain a sufficient number of 
valves to control properly the flow of liquid in normal operation and in 
the event of physical damage. Each connection to pipelines, by which 
equipments such as tankcars or tank vehicles discharge liquids by means 
of pumps into storage tanks, shall be provided with a check valve for 
automatic protection against backflow if the piping arrangement is such 
that backflow from the system is possible.

[[Page 212]]

    (7) Testing. All piping before being covered, enclosed, or placed in 
use shall be hydrostatically tested to 150 percent of the maximum 
anticipated pressure of the system, or pneumatically tested to 110 
percent of the maximum anticipated pressure of the system, but not less 
than 5 pounds per square inch gage at the highest point of the system. 
This test shall be maintained for a sufficient time to complete visual 
inspection of all joints and connections, but for at least 10 minutes.
    (k) Marine service stations--(1) Dispensing. (i) The dispensing area 
shall be located away from other structures so as to provide room for 
safe ingress and egress of craft to be fueled. Dispensing units shall in 
all cases be at least 20 feet (6.08 m) from any activity involving fixed 
sources of ignition.
    (ii) Dispensing shall be by approved dispensing units with or 
without integral pumps and may be located on open piers, wharves, or 
floating docks or on shore or on piers of the solid fill type.
    (iii) Dispensing nozzles shall be automatic-closing without a hold-
open latch.
    (2) Tanks and pumps. (i) Tanks, and pumps not integral with the 
dispensing unit, shall be on shore or on a pier of the solid fill type, 
except as provided in paragraphs (k)(2) (ii) and (iii) of this section.
    (ii) Where shore location would require excessively long supply 
lines to dispensers, tanks may be installed on a pier provided that 
applicable portions of paragraph (b) of this section relative to 
spacing, diking, and piping are complied with and the quantity so stored 
does not exceed 1,100 gallons (4,163.5 L) aggregate capacity.
    (iii) Shore tanks supplying marine service stations may be located 
above ground, where rock ledges or high water table make underground 
tanks impractical.
    (iv) Where tanks are at an elevation which would produce gravity 
head on the dispensing unit, the tank outlet shall be equipped with a 
pressure control valve positioned adjacent to and outside the tank block 
valve specified in Sec. 1926.152(c)(8) of this section, so adjusted 
that liquid cannot flow by gravity from the tank in case of piping or 
hose failure.
    (3) Piping. (i) Piping between shore tanks and dispensing units 
shall be as described in paragraph (k)(2)(iii) of this section, except 
that, where dispensing is from a floating structure, suitable lengths of 
oil-resistant flexible hose may be employed between the shore piping and 
the piping on the floating structure as made necessary by change in 
water level or shoreline.

   Table F-19--Electrical Equipment Hazardous Areas--Service Stations
------------------------------------------------------------------------
                                 Class I
           Location              Group D     Extent of classified area
                                division
------------------------------------------------------------------------
Underground tank:
  Fill opening...............           1  Any pit, box or space below
                                            grade level, any part of
                                            which is within the Division
                                            1 or 2 classified area.
                                        2  Up to 18 inches (45.72 cm)
                                            above grade level within a
                                            horizontal radius of 10 feet
                                            (3.04 m) from a loose fill
                                            connection and within a
                                            horizontal radius of 5 feet
                                            (1.52 m) from a tight fill
                                            connection.
  Vent--Discharging upward...           1  Within 3 feet (0.912 m) of
                                            open end of vent, extending
                                            in all directions.
                                        2  Area between 3 feet (0.912 m)
                                            and 5 feet (1.52 m) of open
                                            end of vent, extending in
                                            all directions.
Dispenser:
  Pits.......................           1  Any pit, box or space below
                                            grade level, any part of
                                            which is within the Division
                                            1 or 2 classified area.
  Dispenser enclosure........           1  The area 4 feet (1.216 m)
                                            vertically above base within
                                            the enclosure and 18 inches
                                            (45.72 cm) horizontally in
                                            all directions.
  Outdoor....................           2  Up to 18 inches (45.72 cm)
                                            above grade level within 20
                                            feet (6.08 m) horizontally
                                            of any edge of enclosure.
Indoor:
  With mechanical ventilation           2  Up to 18 inches (45.72 cm)
                                            above grade or floor level
                                            within 20 feet (6.08 m)
                                            horizontally of any edge of
                                            enclosure.
  With gravity ventilation...           2  Up to 18 inches (45.72 cm)
                                            above grade or floor level
                                            within 25 feet (7.6 m)
                                            horizontally of any edge of
                                            enclosure.

[[Page 213]]

 
  Remote pump--Outdoor.......           1  Any pit, box or space below
                                            grade level if any part is
                                            within a horizontal distance
                                            of 10 feet (3.04 m) from any
                                            edge of pump.
                                        2  Within 3 feet (0.912 m) of
                                            any edge of pump, extending
                                            in all directions. Also up
                                            to 18 inches (45.72 cm)
                                            above grade level within 10
                                            feet (3.04 m) horizontally
                                            from any edge of pump.
  Remote pump--Indoor........           1  Entire area within any pit.
                                        2  Within 5 feet (1.52 m) of any
                                            edge of pump, extending in
                                            all directions. Also up to 3
                                            feet (3.04 m) above floor or
                                            grade level within 25 feet
                                            (6.08 m) horizontally from
                                            any edge of pump.
  Lubrication or service room           1  Entire area within any pit.
                                        2  Area up to 18 inches (45.72
                                            cm) above floor or grade
                                            level within entire
                                            lubrication room.
  Dispenser for Class I                 2  Within 3 feet (0.912 m) of
   liquids.                                 any fill or dispensing
                                            point, extending in all
                                            directions.
  Special enclosure inside              1  Entire enclosure.
   building per Sec.
   1910.106(f)(1)(ii).
  Sales, storage and rest          (\1\ )  If there is any opening to
   rooms.                                   these rooms within the
                                            extent of a Division 1 area,
                                            the entire room shall be
                                            classified as Division 1.
------------------------------------------------------------------------
\1\ Ordinary.

    (ii) A readily accessible valve to shut off the supply from shore 
shall be provided in each pipeline at or near the approach to the pier 
and at the shore end of each pipeline adjacent to the point where 
flexible hose is attached.
    (iii) Piping shall be located so as to be protected from physical 
damage.
    (iv) Piping handling Class I liquids shall be grounded to control 
stray currents.
    (4) Definition; as used in this section: Marine service station 
shall mean that portion of a property where flammable or combustible 
liquids used as fuels are stored and dispensed from fixed equipment on 
shore, piers, wharves, or floating docks into the fuel tanks of self-
propelled craft, and shall include all facilities used in connection 
therewith.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 51 
FR 25318, July 11, 1986; 58 FR 35162, June 30, 1993; 63 FR 33469, June 
18, 1998]



Sec. 1926.153  Liquefied petroleum gas (LP-Gas).

    (a) Approval of equipment and systems. (1) Each system shall have 
containers, valves, connectors, manifold valve assemblies, and 
regulators of an approved type.
    (2) All cylinders shall meet the Department of Transportation 
specification identification requirements published in 49 CFR Part 178, 
Shipping Container Specifications.
    (3) Definition. As used in this section, Containers--All vessels, 
such as tanks, cylinders, or drums, used for transportation or storing 
liquefied petroleum gases.
    (b) Welding on LP-Gas containers. Welding is prohibited on 
containers.
    (c) Container valves and container accessories. (1) Valves, 
fittings, and accessories connected directly to the container, including 
primary shut off valves, shall have a rated working pressure of at least 
250 p.s.i.g. and shall be of material and design suitable for LP-Gas 
service.
    (2) Connections to containers, except safety relief connections, 
liquid level gauging devices, and plugged openings, shall have shutoff 
valves located as close to the container as practicable.
    (d) Safety devices. (1) Every container and every vaporizer shall be 
provided with one or more approved safety relief valves or devices. 
These valves shall be arranged to afford free vent to the outer air with 
discharge not less than 5 feet horizontally away from any opening into a 
building which is below such discharge.
    (2) Shutoff valves shall not be installed between the safety relief 
device

[[Page 214]]

and the container, or the equipment or piping to which the safety relief 
device is connected, except that a shutoff valve may be used where the 
arrangement of this valve is such that full required capacity flow 
through the safety relief device is always afforded.
    (3) Container safety relief devices and regulator relief vents shall 
be located not less than 5 feet in any direction from air openings into 
sealed combustion system appliances or mechanical ventilation air 
intakes.
    (e) Dispensing. (1) Filling of fuel containers for trucks or motor 
vehicles from bulk storage containers shall be performed not less than 
10 feet from the nearest masonry-walled building, or not less than 25 
feet from the nearest building or other construction and, in any event, 
not less than 25 feet from any building opening.
    (2) Filling of portable containers or containers mounted on skids 
from storage containers shall be performed not less than 50 feet from 
the nearest building.
    (f) Requirements for appliances. (1) LP-Gas consuming appliances 
shall be approved types.
    (2) Any appliance that was originally manufactured for operation 
with a gaseous fuel other than LP-Gas, and is in good condition, may be 
used with LP-Gas only after it is properly converted, adapted, and 
tested for performance with LP-Gas before the appliance is placed in 
use.
    (g) Containers and regulating equipment installed outside of 
buildings or structures. Containers shall be upright upon firm 
foundations or otherwise firmly secured. The possible effect on the 
outlet piping of settling shall be guarded against by a flexible 
connection or special fitting.
    (h) Containers and equipment used inside of buildings or structures. 
(1) When operational requirements make portable use of containers 
necessary, and their location outside of buildings or structures is 
impracticable, containers and equipment shall be permitted to be used 
inside of buildings or structures in accordance with paragraphs (h)(2) 
through (11) of this section.
    (2) Containers in use means connected for use.
    (3) Systems utilizing containers having a water capacity greater 
than 2\1/2\ pounds (nominal 1 pound LP-Gas capacity) shall be equipped 
with excess flow valves. Such excess flow valves shall be either 
integral with the container valves or in the connections to the 
container valve outlets.
    (4) Regulators shall be either directly connected to the container 
valves or to manifolds connected to the container valves. The regulator 
shall be suitable for use with LP-Gas. Manifolds and fittings connecting 
containers to pressure regulator inlets shall be designed for at least 
250 p.s.i.g. service pressure.
    (5) Valves on containers having water capacity greater than 50 
pounds (nominal 20 pounds LP-Gas capacity) shall be protected from 
damage while in use or storage.
    (6) Aluminum piping or tubing shall not be used.
    (7) Hose shall be designed for a working pressure of at least 250 
p.s.i.g. Design, construction, and performance of hose, and hose 
connections shall have their suitability determined by listing by a 
nationally recognized testing agency. The hose length shall be as short 
as practicable. Hoses shall be long enough to permit compliance with 
spacing provisions of paragraphs (h)(1) through (13) of this section, 
without kinking or straining, or causing hose to be so close to a burner 
as to be damaged by heat.
    (8) Portable heaters, including salamanders, shall be equipped with 
an approved automatic device to shut off the flow of gas to the main 
burner, and pilot if used, in the event of flame failure. Such heaters, 
having inputs above 50,000 B.t.u. per hour, shall be equipped with 
either a pilot, which must be lighted and proved before the main burner 
can be turned on, or an electrical ignition system.

    Note: The provisions of this subparagraph do not apply to portable 
heaters under 7,500 B.t.u. per hour input when used with containers 
having a maximum water capacity of 2\1/2\ pounds.

    (9) Container valves, connectors, regulators, manifolds, piping, and 
tubing shall not be used as structural supports for heaters.
    (10) Containers, regulating equipment, manifolds, pipe, tubing, and 
hose

[[Page 215]]

shall be located to minimize exposure to high temperatures or physical 
damage.
    (11) Containers having a water capacity greater than 2\1/2\ pounds 
(nominal 1 pound LP-Gas capacity) connected for use shall stand on a 
firm and substantially level surface and, when necessary, shall be 
secured in an upright position.
    (12) The maximum water capacity of individual containers shall be 
245 pounds (nominal 100 pounds LP-Gas capacity).
    (13) For temporary heating, heaters (other than integral heater-
container units) shall be located at least 6 feet from any LP-Gas 
container. This shall not prohibit the use of heaters specifically 
designed for attachment to the container or to a supporting standard, 
provided they are designed and installed so as to prevent direct or 
radiant heat application from the heater onto the containers. Blower and 
radiant type heaters shall not be directed toward any LP-Gas container 
within 20 feet.
    (14) If two or more heater-container units, of either the integral 
or nonintegral type, are located in an unpartitioned area on the same 
floor, the container or containers of each unit shall be separated from 
the container or containers of any other unit by at least 20 feet.
    (15) When heaters are connected to containers for use in an 
unpartitioned area on the same floor, the total water capacity of 
containers, manifolded together for connection to a heater or heaters, 
shall not be greater than 735 pounds (nominal 300 pounds LP-Gas 
capacity). Such manifolds shall be separated by at least 20 feet.
    (16) Storage of containers awaiting use shall be in accordance with 
paragraphs (j) and (k) of this section.
    (i) Multiple container systems. (1) Valves in the assembly of 
multiple container systems shall be arranged so that replacement of 
containers can be made without shutting off the flow of gas in the 
system. This provision is not to be construed as requiring an automatic 
changeover device.
    (2) Heaters shall be equipped with an approved regulator in the 
supply line between the fuel cylinder and the heater unit. Cylinder 
connectors shall be provided with an excess flow valve to minimize the 
flow of gas in the event the fuel line becomes ruptured.
    (3) Regulators and low-pressure relief devices shall be rigidly 
attached to the cylinder valves, clyinders, supporting standards, the 
building walls, or otherwise rigidly secured, and shall be so installed 
or protected from the elements.
    (j) Storage of LPG containers. Storage of LPG within buildings is 
prohibited.
    (k) Storage outside of buildings. (1) Storage outside of buildings, 
for containers awaiting use, shall be located from the nearest building 
or group of buildings, in accordance with the following:

                                Table F-3
------------------------------------------------------------------------
                                                               Distance
                  Quantity of LP-Gas stored                     (feet)
------------------------------------------------------------------------
500 lbs. or less............................................           0
501 to 6,000 lbs............................................          10
6,001 to 10,000 lbs.........................................          20
Over 10,000 lbs.............................................          25
------------------------------------------------------------------------

    (2) Containers shall be in a suitable ventilated enclosure or 
otherwise protected against tampering.
    (l) Fire protection. Storage locations shall be provided with at 
least one approved portable fire extinguisher having a rating of not 
less than 20-B:C.
    (m) Systems utilizing containers other than DOT containers--(1) 
Application. This paragraph applies specifically to systems utilizing 
storage containers other than those constructed in accordance with DOT 
specifications. Paragraph (b) of this section applies to this paragraph 
unless otherwise noted in paragraph (b) of this section.
    (2) Design pressure and classification of storage containers. 
Storage containers shall be designed and classified in accordance with 
Table F-31.

                               Table F-31
------------------------------------------------------------------------
                                   Minimum design pressure of container,
                                            lb. per sq. in. gage
                                  --------------------------------------
                   For gases with                   1949 edition of ASME
                    vapor press.                    Code (Par. U-200, U-
                   Not to exceed       1949 and       201); 1950, 1952,
 Container type   lb. per sq. in.      earlier        1956, 1959, 1962,
                    gage at 100      editions of       1965, and 1968
                   [deg]F. (37.8   ASME Code (Par.      (Division 1)
                      [deg]C.)       U-68, U-69)      editions of ASME
                                                     Code; All editions
                                                    of API-ASME Code \3\
------------------------------------------------------------------------
     \1\ 80             \1\ 80           \1\ 80               \1\ 100

[[Page 216]]

 
        100                100              100                   125
        125                125              125                   156
        150                150              150                   187
        175                175              175                   219
    \2\ 200                215              200                   250
------------------------------------------------------------------------
\1\ New storage containers of the 80 type have not been authorized since
  Dec. 31, 1947.
\2\ Container type may be increased by increments of 25. The minimum
  design pressure of containers shall be 100% of the container type
  designation when constructed under 1949 or earlier editions of the
  ASME Code (Par. U-68 and U-69). The minimum design pressure of
  containers shall be 125% of the container type designation when
  constructed under: (1) the 1949 ASME Code (Par. U-200 and U-201), (2)
  1950, 1952, 1956, 1959, 1962, 1965, and 1968 (Division 1) editions of
  the ASME Code, and (3) all editions of the API-ASME Code.
\3\ Construction of containers under the API-ASME Code is not authorized
  after July 1, 1961.

    (3) Containers with foundations attached (portable or semiportable b 
containers with suitable steel ``runners'' or ``skids'' and popularly 
known in the industry as ``skid tanks'') shall be designed, installed, 
and used in accordance with these rules subject to the following 
provisions:
    (i) If they are to be used at a given general location for a 
temporary period not to exceed 6 months they need not have fire-
resisting foundations or saddles but shall have adequate ferrous metal 
supports.
    (ii) They shall not be located with the outside bottom of the 
container shell more than 5 feet (1.52 m) above the surface of the 
ground unless fire-resisting supports are provided.
    (iii) The bottom of the skids shall not be less than 2 inches (5.08 
cm) or more than 12 inches (30.48 cm) below the outside bottom of the 
container shell.
    (iv) Flanges, nozzles, valves, fittings, and the like, having 
communication with the interior of the container, shall be protected 
against physical damage.
    (v) When not permanently located on fire-resisting foundations, 
piping connections shall be sufficiently flexible to minimize the 
possibility of breakage or leakage of connections if the container 
settles, moves, or is otherwise displaced.
    (vi) Skids, or lugs for attachment of skids, shall be secured to the 
container in accordance with the code or rules under which the container 
is designed and built (with a minimum factor of safety of four) to 
withstand loading in any direction equal to four times the weight of the 
container and attachments when filled to the maximum permissible loaded 
weight.
    (4) Field welding where necessary shall be made only on saddle 
plates or brackets which were applied by the manufacturer of the tank.
    (n) When LP-Gas and one or more other gases are stored or used in 
the same area, the containers shall be marked to identify their content. 
Marking shall be in compliance with American National Standard Z48.1-
1954, ``Method of Marking Portable Compressed Gas Containers To Identify 
the Material Contained.''
    (o) Damage from vehicles. When damage to LP-Gas systems from 
vehicular traffic is a possibility, precautions against such damage 
shall be taken.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35170, June 30, 1993]



Sec. 1926.154  Temporary heating devices.

    (a) Ventilation. (1) Fresh air shall be supplied in sufficient 
quantities to maintain the health and safety of workmen. Where natural 
means of fresh air supply is inadequate, mechanical ventilation shall be 
provided.
    (2) When heaters are used in confined spaces, special care shall be 
taken to provide sufficient ventilation in order to ensure proper 
combustion, maintain the health and safety of workmen, and limit 
temperature rise in the area.
    (b) Clearance and mounting. (1) Temporary heating devices shall be 
installed to provide clearance to combustible material not less than the 
amount shown in Table F-4.
    (2) Temporary heating devices, which are listed for installation 
with lesser clearances than specified in Table F-4, may be installed in 
accordance with their approval.

[[Page 217]]



                                Table F-4
------------------------------------------------------------------------
                                            Minimum clearance, (inches)
                                          ------------------------------
            Heating appliances                                  Chimney
                                             Sides     Rear    connector
------------------------------------------------------------------------
Room heater, circulating type............        12        12         18
Room heater, radiant type................        36        36         18
------------------------------------------------------------------------

    (3) Heaters not suitable for use on wood floors shall not be set 
directly upon them or other combustible materials. When such heaters are 
used, they shall rest on suitable heat insulating material or at least 
1-inch concrete, or equivalent. The insulating material shall extend 
beyond the heater 2 feet or more in all directions.
    (4) Heaters used in the vicinity of combustible tarpaulins, canvas, 
or similar coverings shall be located at least 10 feet from the 
coverings. The coverings shall be securely fastened to prevent ignition 
or upsetting of the heater due to wind action on the covering or other 
material.
    (c) Stability. Heaters, when in use, shall be set horizontally 
level, unless otherwise permitted by the manufacturer's markings.
    (d) Solid fuel salamanders. Solid fuel salamanders are prohibited in 
buildings and on scaffolds.
    (e) Oil-fired heaters. (1) Flammable liquid-fired heaters shall be 
equipped with a primary safety control to stop the flow of fuel in the 
event of flame failure. Barometric or gravity oil feed shall not be 
considered a primary safety control.
    (2) Heaters designed for barometric or gravity oil feed shall be 
used only with the integral tanks.
    (3) [Reserved]
    (4) Heaters specifically designed and approved for use with separate 
supply tanks may be directly connected for gravity feed, or an automatic 
pump, from a supply tank.



Sec. 1926.155  Definitions applicable to this subpart.

    (a) Approved, for the purpose of this subpart, means equipment that 
has been listed or approved by a nationally recognized testing 
laboratory such as Factory Mutual Engineering Corp., or Underwriters' 
Laboratories, Inc., or Federal agencies such as Bureau of Mines, or U.S. 
Coast Guard, which issue approvals for such equipment.
    (b) Closed container means a container so sealed by means of a lid 
or other device that neither liquid nor vapor will escape from it at 
ordinary temperatures.
    (c) Combustible liquids mean any liquid having a flash point at or 
above 140 [deg]F. (60 [deg]C.), and below 200 [deg]F. (93.4 [deg]C.).
    (d) Combustion means any chemical process that involves oxidation 
sufficient to produce light or heat.
    (e) Fire brigade means an organized group of employees that are 
knowledgeable, trained, and skilled in the safe evacuation of employees 
during emergency situations and in assisting in fire fighting 
operations.
    (f) Fire resistance means so resistant to fire that, for specified 
time and under conditions of a standard heat intensity, it will not fail 
structurally and will not permit the side away from the fire to become 
hotter than a specified temperature. For purposes of this part, fire 
resistance shall be determined by the Standard Methods of Fire Tests of 
Building Construction and Materials, NFPA 251-1969.
    (g) Flammable means capable of being easily ignited, burning 
intensely, or having a rapid rate of flame spread.
    (h) Flammable liquids means any liquid having a flash point below 
140 [deg]F. and having a vapor pressure not exceeding 40 pounds per 
square inch (absolute) at 100 [deg]F.
    (i) Flash point of the liquid means the temperature at which it 
gives off vapor sufficient to form an ignitable mixture with the air 
near the surface of the liquid or within the vessel used as determined 
by appropriate test procedure and apparatus as specified below.
    (1) The flash point of liquids having a viscosity less than 45 
Saybolt Universal Second(s) at 100 [deg]F. (37.8 [deg]C.) and a flash 
point below 175 [deg]F. (79.4 [deg]C.) shall be determined in accordance 
with the Standard Method of Test for Flash Point by the Tag Closed 
Tester, ASTM D-56-69.
    (2) The flash point of liquids having a viscosity of 45 Saybolt 
Universal Second(s) or more at 175 [deg]F. (79.4 [deg]C.) or higher 
shall be determined in accordance with the Standard Method of Test

[[Page 218]]

for Flash Point by the Pensky Martens Closed Tester, ASTM D-93-69.
    (j) Liquefied petroleum gases, LPG and LP Gas mean and include any 
material which is composed predominantly of any of the following 
hydrocarbons, or mixtures of them, such as propane, propylene, butane 
(normal butane or iso-butane), and butylenes.
    (k) Portable tank means a closed container having a liquid capacity 
more than 60 U.S. gallons, and not intended for fixed installation.
    (l) Safety can means an approved closed container, of not more than 
5 gallons capacity, having a flash-arresting screen, spring-closing lid 
and spout cover and so designed that it will safely relieve internal 
pressure when subjected to fire exposure.
    (m) Vapor pressure means the pressure, measured in pounds per square 
inch (absolute), exerted by a volatile liquid as determined by the 
``Standard Method of Test for Vapor Pressure of Petroleum Products (Reid 
Method).'' (ASTM D-323-58).



                Subpart G_Signs, Signals, and Barricades

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); sections 4, 6, 8, 
Occupational Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); 
Secretary of Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), 
9-83 (48 FR 35736), or 3-2000 (65 FR 50017) as applicable, 29 CFR part 
1911.



Sec. 1926.200  Accident prevention signs and tags.

    (a) General. Signs and symbols required by this subpart shall be 
visible at all times when work is being performed, and shall be removed 
or covered promptly when the hazards no longer exist.
    (b) Danger signs. (1) Danger signs (see Figure G-1) shall be used 
only where an immediate hazard exists.
    (2) Danger signs shall have red as the predominating color for the 
upper panel; black outline on the borders; and a white lower panel for 
additional sign wording.
    (c) Caution signs. (1) Caution signs (see Figure G-2) shall be used 
only to warn against potential hazards or to caution against unsafe 
practices.
    (2) Caution signs shall have yellow as the predominating color; 
black upper panel and borders: yellow lettering of ``caution'' on the 
black panel; and the lower yellow panel for additional sign wording. 
Black lettering shall be used for additional wording.
[GRAPHIC] [TIFF OMITTED] TC30OC91.013

    (3) Standard color of the background shall be yellow; and the panel, 
black with yellow letters. Any letters used against the yellow 
background shall be black. The colors shall be those of opaque glossy 
samples as specified in Table 1 of American National Standard Z53.1-
1967.
    (d) Exit signs. Exit signs, when required, shall be lettered in 
legible red letters, not less than 6 inches high, on a white field and 
the principal stroke of the letters shall be at least three-fourths inch 
in width.
    (e) Safety instruction signs. Safety instruction signs, when used, 
shall be white with green upper panel with white letters to convey the 
principal message. Any additional wording on the sign shall be black 
letters on the white background.
    (f) Directional signs. Directional signs, other than automotive 
traffic signs specified in paragraph (g) of this section, shall be white 
with a black panel and a white directional symbol. Any additional 
wording on the sign shall be black letters on the white background.
    (g) Traffic signs. (1) Construction areas shall be posted with 
legible traffic signs at points of hazard.
    (2) All traffic control signs or devices used for protection of 
construction

[[Page 219]]

workers shall conform to Part VI of the Manual of Uniform Traffic 
Control Devices (AMUTCD''), 1988 Edition, Revision 3, September 3, 1993, 
FHWA-SA-94-027 or Part VI of the Manual on Uniform Traffic Control 
Devices, Millennium Edition, December 2000, FHWA, which are incorporated 
by reference. The Director of the Federal Register approves this 
incorporation by reference in accordance with 5 U.S.C. 552(a) and 1 CFR 
part 51. You may obtain a copy of the Millennium Edition from the 
following organizations: American Traffic Safety Services Association, 
15 Riverside Parkway, Suite 100, Fredericksburg, VA 22406-1022; 
Telephone: 1-800-231-3475; FAX: (540) 368-1722; www.atssa.com; Institute 
of Transportation Engineers, 1099 14th Street, NW., Suite 300 West, 
Washington, DC 20005-3438; FAX: (202) 289-7722; www.ite.org; and 
American Association of State Highway and Transportation Officials; 
www.aashto.org; Telephone: 1-800-231-3475; FAX: 1-800-525-5562. 
Electronic copies of the MUTCD 2000 are available for downloading at 
http://mutcd.fhwa.dot.gov/kno-millennium. Electronic copies of the 1988 
Edition MUTCD, Revision 3, are available for downloading at http://
www.osha.gov/doc/highway--workzones. Both documents are available for 
inspection at the OSHA Docket Office, Room N2625, U.S. Department of 
Labor, 200 Constitution Avenue, NW., Washington, DC 20210 or at the 
National Archives and Records Administration (NARA). For information on 
the availability of this material at NARA, call 202-741-6030, or go to: 
http://www.archives.gov/federal--register/code--of--federal--
regulations/ibr--locations.html.
    (h) Accident prevention tags. (1) Accident prevention tags shall be 
used as a temporary means of warning employees of an existing hazard, 
such as defective tools, equipment, etc. They shall not be used in place 
of, or as a substitute for, accident prevention signs.
    (2) Specifications for accident prevention tags similar to those in 
Table G-1 shall apply.

[[Page 220]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.014

    (i) Additional rules. American National Standards Institute (ANSI) 
Z35.1-1968, Specifications for Accident Prevention Signs, and Z35.2-
1968, Specifications for Accident Prevention Tags, contain rules which 
are additional to the rules prescribed in this section. The employer 
shall comply with ANSI Z35.1-1968 and Z35.2-1968 with respect to rules 
not specifically prescribed in this subpart.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35173, June 30, 1993; 67 FR 57736, Sept. 12, 2002; 69 FR 18803, Apr. 
9, 2004]



Sec. 1926.201  Signaling.

    (a) Flaggers. Signaling by flaggers and the use of flaggers, 
including warning garments worn by flaggers shall conform to Part VI of 
the Manual on Uniform Traffic Control Devices, (1988 Edition, Revision 3 
or the Millennium

[[Page 221]]

Edition), which are incorporated by reference in Sec. 1926.200(g)(2).
    (b) Crane and hoist signals. Regulations for crane and hoist 
signaling will be found in applicable American National Standards 
Institute standards.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 67 
FR 57736, Sept. 12, 2002]



Sec. 1926.202  Barricades.

    Barricades for protection of employees shall conform to Part VI of 
the Manual on Uniform Traffic Control Devices (1988 Edition, Revision 3 
or Millennium Edition), which are incorporated by reference in Sec. 
1926.200(g)(2).

[67 FR 57736, Sept. 12, 2002]



Sec. 1926.203  Definitions applicable to this subpart.

    (a) Barricade means an obstruction to deter the passage of persons 
or vehicles.
    (b) Signs are the warnings of hazard, temporarily or permanently 
affixed or placed, at locations where hazards exist.
    (c) Signals are moving signs, provided by workers, such as flaggers, 
or by devices, such as flashing lights, to warn of possible or existing 
hazards.
    (d) Tags are temporary signs, usually attached to a piece of 
equipment or part of a structure, to warn of existing or immediate 
hazards.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 67 
FR 57736, Sept. 12, 2002]



        Subpart H_Materials Handling, Storage, Use, and Disposal

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); Secs. 4, 6, 8, Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of 
Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), 9-83 (48 FR 
35736), or 1-90 (50 FR 9033), as applicable. Section 1926.250 also 
issued under 29 CFR Part 1911.



Sec. 1926.250  General requirements for storage.

    (a) General. (1) All materials stored in tiers shall be stacked, 
racked, blocked, interlocked, or otherwise secured to prevent sliding, 
falling or collapse.
    (2) Maximum safe load limits of floors within buildings and 
structures, in pounds per square foot, shall be conspicuously posted in 
all storage areas, except for floor or slab on grade. Maximum safe loads 
shall not be exceeded.
    (3) Aisles and passageways shall be kept clear to provide for the 
free and safe movement of material handling equipment or employees. Such 
areas shall be kept in good repair.
    (4) When a difference in road or working levels exist, means such as 
ramps, blocking, or grading shall be used to ensure the safe movement of 
vehicles between the two levels.
    (b) Material storage. (1) Material stored inside buildings under 
construction shall not be placed within 6 feet of any hoistway or inside 
floor openings, nor within 10 feet of an exterior wall which does not 
extend above the top of the material stored.
    (2) Each employee required to work on stored material in silos, 
hoppers, tanks, and similar storage areas shall be equipped with 
personal fall arrest equipment meeting the requirements of subpart M of 
this part.
    (3) Noncompatible materials shall be segregated in storage.
    (4) Bagged materials shall be stacked by stepping back the layers 
and cross-keying the bags at least every 10 bags high.
    (5) Materials shall not be stored on scaffolds or runways in excess 
of supplies needed for immediate operations.
    (6) Brick stacks shall not be more than 7 feet in height. When a 
loose brick stack reaches a height of 4 feet, it shall be tapered back 2 
inches in every foot of height above the 4-foot level.
    (7) When masonry blocks are stacked higher than 6 feet, the stack 
shall be tapered back one-half block per tier above the 6-foot level.
    (8) Lumber:
    (i) Used lumber shall have all nails withdrawn before stacking.
    (ii) Lumber shall be stacked on level and solidly supported sills.
    (iii) Lumber shall be so stacked as to be stable and self-
supporting.
    (iv) Lumber piles shall not exceed 20 feet in height provided that 
lumber to be handled manually shall not be stacked more than 16 feet 
high.

[[Page 222]]

    (9) Structural steel, poles, pipe, bar stock, and other cylindrical 
materials, unless racked, shall be stacked and blocked so as to prevent 
spreading or tilting.
    (c) Housekeeping. Storage areas shall be kept free from accumulation 
of materials that constitute hazards from tripping, fire, explosion, or 
pest harborage. Vegetation control will be exercised when necessary.
    (d) Dockboards (bridge plates). (1) Portable and powered dockboards 
shall be strong enough to carry the load imposed on them.
    (2) Portable dockboards shall be secured in position, either by 
being anchored or equipped with devices which will prevent their 
slipping.
    (3) Handholds, or other effective means, shall be provided on 
portable dockboards to permit safe handling.
    (4) Positive protection shall be provided to prevent railroad cars 
from being moved while dockboards or bridge plates are in position.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 49 
FR 18295, Apr. 30, 1984; 54 FR 24334, June 7, 1989; 58 FR 35173, June 
30, 1993; 59 FR 40729, Aug. 9, 1994; 61 FR 5510, Feb. 13, 1996]



Sec. 1926.251  Rigging equipment for material handling.

    (a) General. (1) Rigging equipment for material handling shall be 
inspected prior to use on each shift and as necessary during its use to 
ensure that it is safe. Defective rigging equipment shall be removed 
from service.
    (2) Rigging equipment shall not be loaded in excess of its 
recommended safe working load, as prescribed in Tables H-1 through H-20 
in this subpart, following Sec. 1926.252(e) for the specific equipment.
    (3) Rigging equipment, when not in use, shall be removed from the 
immediate work area so as not to present a hazard to employees.
    (4) Special custom design grabs, hooks, clamps, or other lifting 
accessories, for such units as modular panels, prefabricated structures 
and similar materials, shall be marked to indicate the safe working 
loads and shall be proof-tested prior to use to 125 percent of their 
rated load.
    (5) Scope. This section applies to slings used in conjunction with 
other material handling equipment for the movement of material by 
hoisting, in employments covered by this part. The types of slings 
covered are those made from alloy steel chain, wire rope, metal mesh, 
natural or synthetic fiber rope (conventional three strand 
construction), and synthetic web (nylon, polyester, and polypropylene).
    (6) Inspections. Each day before being used, the sling and all 
fastenings and attachments shall be inspected for damage or defects by a 
competent person designated by the employer. Additional inspections 
shall be performed during sling use, where service conditions warrant. 
Damaged or defective slings shall be immediately removed from service.
    (b) Alloy steel chains. (1) Welded alloy steel chain slings shall 
have permanently affixed durable identification stating size, grade, 
rated capacity, and sling manufacturer.
    (2) Hooks, rings, oblong links, pear-shaped links, welded or 
mechanical coupling links, or other attachments, when used with alloy 
steel chains, shall have a rated capacity at least equal to that of the 
chain.
    (3) Job or shop hooks and links, or makeshift fasteners, formed from 
bolts, rods, etc., or other such attachments, shall not be used.
    (4) Rated capacity (working load limit) for alloy steel chain slings 
shall conform to the values shown in Table H-1.
    (5) Whenever wear at any point of any chain link exceeds that shown 
in Table H-2, the assembly shall be removed from service.
    (6) Inspections. (i) In addition to the inspection required by other 
paragraphs of this section, a thorough periodic inspection of alloy 
steel chain slings in use shall be made on a regular basis, to be 
determined on the basis of (A) frequency of sling use; (B) severity of 
service conditions; (C) nature of lifts being made; and (D) experience 
gained on the service life of slings used in similar circumstances. Such 
inspections shall in no event be at intervals greater than once every 12 
months.
    (ii) The employer shall make and maintain a record of the most 
recent

[[Page 223]]

month in which each alloy steel chain sling was thoroughly inspected, 
and shall make such record available for examination.
    (c) Wire rope. (1) Tables H-3 through H-14 shall be used to 
determine the safe working loads of various sizes and classifications of 
improved plow steel wire rope and wire rope slings with various types of 
terminals. For sizes, classifications, and grades not included in these 
tables, the safe working load recommended by the manufacturer for 
specific, identifiable products shall be followed, provided that a 
safety factor of not less than 5 is maintained.
    (2) Protruding ends of strands in splices on slings and bridles 
shall be covered or blunted.
    (3) Wire rope shall not be secured by knots, except on haul back 
lines on scrapers.
    (4) The following limitations shall apply to the use of wire rope:
    (i) An eye splice made in any wire rope shall have not less than 
three full tucks. However, this requirement shall not operate to 
preclude the use of another form of splice or connection which can be 
shown to be as efficient and which is not otherwise prohibited.
    (ii) Except for eye splices in the ends of wires and for endless 
rope slings, each wire rope used in hoisting or lowering, or in pulling 
loads, shall consist of one continuous piece without knot or splice.
    (iii) Eyes in wire rope bridles, slings, or bull wires shall not be 
formed by wire rope clips or knots.
    (iv) Wire rope shall not be used if, in any length of eight 
diameters, the total number of visible broken wires exceeds 10 percent 
of the total number of wires, or if the rope shows other signs of 
excessive wear, corrosion, or defect.
    (5) When U-bolt wire rope clips are used to form eyes, Table H-20 
shall be used to determine the number and spacing of clips.
    (i) When used for eye splices, the U-bolt shall be applied so that 
the ``U'' section is in contact with the dead end of the rope.
    (6) Slings shall not be shortened with knots or bolts or other 
makeshift devices.
    (7) Sling legs shall not be kinked.
    (8) Slings used in a basket hitch shall have the loads balanced to 
prevent slippage.
    (9) Slings shall be padded or protected from the sharp edges of 
their loads.
    (10) Hands or fingers shall not be placed between the sling and its 
load while the sling is being tightened around the load.
    (11) Shock loading is prohibited.
    (12) A sling shall not be pulled from under a load when the load is 
resting on the sling.
    (13) Minimum sling lengths. (i) Cable laid and 6 x 19 and 6 x 37 
slings shall have a minimum clear length of wire rope 10 times the 
component rope diameter between splices, sleeves or end fittings.
    (ii) Braided slings shall have a minimum clear length of wire rope 
40 times the component rope diameter between the loops or end fittings.
    (iii) Cable laid grommets, strand laid grommets and endless slings 
shall have a minimum circumferential length of 96 times their body 
diameter.
    (14) Safe operating temperatures. Fiber core wire rope slings of all 
grades shall be permanently removed from service if they are exposed to 
temperatures in excess of 200 [deg]F (93.33 [deg]C). When nonfiber core 
wire rope slings of any grade are used at temperatures above 400 [deg]F 
(204.44 [deg]C) or below minus 60 [deg]F (15.55 [deg]C), recommendations 
of the sling manufacturer regarding use at that temperature shall be 
followed.
    (15) End attachments. (i) Welding of end attachments, except covers 
to thimbles, shall be performed prior to the assembly of the sling.
    (ii) All welded end attachments shall not be used unless proof 
tested by the manufacturer or equivalent entity at twice their rated 
capacity prior to initial use. The employer shall retain a certificate 
of the proof test, and make it available for examination.
    (d) Natural rope, and synthetic fiber--(1) General. When using 
natural or synthetic fiber rope slings, Tables H-15, 16, 17, and 18 
shall apply.
    (2) All splices in rope slings provided by the employer shall be 
made in accordance with fiber rope manufacturers recommendations.

[[Page 224]]

    (i) In manila rope, eye splices shall contain at least three full 
tucks, and short splices shall contain at least six full tucks (three on 
each side of the centerline of the splice).
    (ii) In layed synthetic fiber rope, eye splices shall contain at 
least four full tucks, and short splices shall contain at least eight 
full tucks (four on each side of the centerline of the splice).
    (iii) Strand end tails shall not be trimmed short (flush with the 
surface of the rope) immediately adjacent to the full tucks. This 
precaution applies to both eye and short splices and all types of fiber 
rope. For fiber ropes under 1-inch diameter, the tails shall project at 
least six rope diameters beyond the last full tuck. For fiber ropes 1-
inch diameter and larger, the tails shall project at least 6 inches 
beyond the last full tuck. In applications where the projecting tails 
may be objectionable, the tails shall be tapered and spliced into the 
body of the rope using at least two additional tucks (which will require 
a tail length of approximately six rope diameters beyond the last full 
tuck).
    (iv) For all eye splices, the eye shall be sufficiently large to 
provide an included angle of not greater than 60[deg] at the splice when 
the eye is placed over the load or support.
    (v) Knots shall not be used in lieu of splices.
    (3) Safe operating temperatures. Natural and synthetic fiber rope 
slings, except for wet frozen slings, may be used in a temperature range 
from minus 20 [deg]F (-28.88 [deg]C) to plus 180 [deg]F (82.2 [deg]C) 
without decreasing the working load limit. For operations outside this 
temperature range and for wet frozen slings, the sling manufacturer's 
recommendations shall be followed.
    (4) Splicing. Spliced fiber rope slings shall not be used unless 
they have been spliced in accordance with the following minimum 
requirements and in accordance with any additional recommendations of 
the manufacturer:
    (i) In manila rope, eye splices shall consist of at least three full 
tucks, and short splices shall consist of at least six full tucks, three 
on each side of the splice center line.
    (ii) In synthetic fiber rope, eye splices shall consist of at least 
four full tucks, and short splices shall consist of at least eight full 
tucks, four on each side of the center line.
    (iii) Strand end tails shall not be trimmed flush with the surface 
of the rope immediately adjacent to the full tucks. This applies to all 
types of fiber rope and both eye and short splices. For fiber rope under 
1 inch (2.54 cm) in diameter, the tail shall project at least six rope 
diameters beyond the last full tuck. For fiber rope 1 inch (2.54 cm) in 
diameter and larger, the tail shall project at least 6 inches (15.24 cm) 
beyond the last full tuck. Where a projecting tail interferes with the 
use of the sling, the tail shall be tapered and spliced into the body of 
the rope using at least two additional tucks (which will require a tail 
length of approximately six rope diameters beyond the last full tuck).
    (iv) Fiber rope slings shall have a minimum clear length of rope 
between eye splices equal to 10 times the rope diameter.
    (v) Knots shall not be used in lieu of splices.
    (vi) Clamps not designed specifically for fiber ropes shall not be 
used for splicing.
    (vii) For all eye splices, the eye shall be of such size to provide 
an included angle of not greater than 60 degrees at the splice when the 
eye is placed over the load or support.
    (5) End attachments. Fiber rope slings shall not be used if end 
attachments in contact with the rope have sharp edges or projections.
    (6) Removal from service. Natural and synthetic fiber rope slings 
shall be immediately removed from service if any of the following 
conditions are present:
    (i) Abnormal wear.
    (ii) Powdered fiber between strands.
    (iii) Broken or cut fibers.
    (iv) Variations in the size or roundness of strands.
    (v) Discoloration or rotting.
    (vi) Distortion of hardware in the sling.
    (e) Synthetic webbing (nylon, polyester, and polypropylene). (1) The 
employer shall have each synthetic web sling marked or coded to show:
    (i) Name or trademark of manufacturer.

[[Page 225]]

    (ii) Rated capacities for the type of hitch.
    (iii) Type of material.
    (2) Rated capacity shall not be exceeded.
    (3) Webbing. Synthetic webbing shall be of uniform thickness and 
width and selvage edges shall not be split from the webbing's width.
    (4) Fittings. Fittings shall be:
    (i) Of a minimum breaking strength equal to that of the sling; and
    (ii) Free of all sharp edges that could in any way damage the 
webbing.
    (5) Attachment of end fittings to webbing and formation of eyes. 
Stitching shall be the only method used to attach end fittings to 
webbing and to form eyes. The thread shall be in an even pattern and 
contain a sufficient number of stitches to develop the full breaking 
strength of the sling.
    (6) Environmental conditions. When synthetic web slings are used, 
the following precautions shall be taken:
    (i) Nylon web slings shall not be used where fumes, vapors, sprays, 
mists or liquids of acids or phenolics are present.
    (ii) Polyester and polypropylene web slings shall not be used where 
fumes, vapors, sprays, mists or liquids of caustics are present.
    (iii) Web slings with aluminum fittings shall not be used where 
fumes, vapors, sprays, mists or liquids of caustics are present.
    (7) Safe operating temperatures. Synthetic web slings of polyester 
and nylon shall not be used at temperatures in excess of 180 [deg]F 
(82.2 [deg]C). Polypropylene web slings shall not be used at 
temperatures in excess of 200 [deg]F (93.33 [deg]C).
    (8) Removal from service. Synthetic web slings shall be immediately 
removed from service if any of the following conditions are present:
    (i) Acid or caustic burns;
    (ii) Melting or charring of any part of the sling surface;
    (iii) Snags, punctures, tears or cuts;
    (iv) Broken or worn stitches; or
    (v) Distortion of fittings.
    (f) Shackles and hooks. (1) Table H-19 shall be used to determine 
the safe working loads of various sizes of shackles, except that higher 
safe working loads are permissible when recommended by the manufacturer 
for specific, identifiable products, provided that a safety factor of 
not less than 5 is maintained.
    (2) The manufacturer's recommendations shall be followed in 
determining the safe working loads of the various sizes and types of 
specific and identifiable hooks. All hooks for which no applicable 
manufacturer's recommendations are available shall be tested to twice 
the intended safe working load before they are initially put into use. 
The employer shall maintain a record of the dates and results of such 
tests.

                Table H-1--Rated Capacity (Working Load Limit), for Alloy Steel Chain Slings \1\
                                   Rated Capacity (Working Load Limit), Pounds
                                  [Horizontal angles shown in parentheses] (2)
----------------------------------------------------------------------------------------------------------------
                                                Double sling vertical angle (1)     Triple and quadruple sling
                                 Single branch ---------------------------------        vertical angle (1)
      Chain size (inches)       sling--90[deg]                                  --------------------------------
                                    loading      30[deg]    45[deg]    60[deg]    30[deg]    45[deg]    60[deg]
                                                (60[deg])  (45[deg])  (30[deg])  (60[deg])  (45[deg])  (30[deg])
----------------------------------------------------------------------------------------------------------------
\1/4\.........................        3,250         5,560      4,550      3,250      8,400      6,800      4,900
\3/8\.........................        6,600        11,400      9,300      6,600     17,000     14,000      9,900
\1/2\.........................       11,250        19,500     15,900     11,250     29,000     24,000     17,000
\5/8\.........................       16,500        28,500     23,300     16,500     43,000     35,000     24,500
\3/4\.........................       23,000        39,800     32,500     23,000     59,500     48,500     34,500
\7/8\.........................       28,750        49,800     40,600     28,750     74,500     61,000     43,000
1.............................       38,750        67,100     54,800     38,750    101,000     82,000     58,000
1\1/8\........................       44,500        77,000     63,000     44,500    115,500     94,500     66,500
1\1/4\........................       57,500        99,500     81,000     57,500    149,000    121,500     86,000
1\3/8\........................       67,000       116,000     94,000     67,000    174,000    141,000    100,500
1\1/2\........................       80,000       138,000    112,500     80,000    207,000    169,000    119,500
1\3/4\........................      100,000       172,000    140,000    100,000    258,000    210,000    150,000
----------------------------------------------------------------------------------------------------------------
\1\ Other grades of proof tested steel chain include Proof Coil, BBB Coil and Hi-Test Chain. These grades are
  not recommended for overhead lifting and therefore are not covered by this code.
(1) Rating of multileg slings adjusted for angle of loading measured as the included angle between the inclined
  leg and the vertical.
(2) Rating of multileg slings adjusted for angle of loading between the inclined leg and the horizontal plane of
  the load.


[[Page 226]]


         Table H-2--Maximum Allowable Wear at any Point of Link
------------------------------------------------------------------------
                                                                Maximum
                                                               allowable
                     Chain size (inches)                         wear
                                                                (inch)
------------------------------------------------------------------------
\1/4\.......................................................      \3/64\
\3/8\.......................................................      \5/64\
\1/2\.......................................................      \7/64\
\5/8\.......................................................      \9/64\
\3/4\.......................................................      \5/32\
\7/8\.......................................................     \11/64\
1...........................................................      \3/16\
1\1/8\......................................................      \7/32\
1\1/4\......................................................       \1/4\
1\3/8\......................................................      \9/32\
1\1/2\......................................................      \5/16\
1\3/4\......................................................     \11/32\
------------------------------------------------------------------------


                                Table H-3--Rated Capacities for Single Leg Slings
                6x19 and 6x37 Classification Improved Plow Steel Grade Rope with Fiber Core (FC)
----------------------------------------------------------------------------------------------------------------
         Rope                                      Rated capacities, tons (2,000 lb.)
----------------------------------------------------------------------------------------------------------------
                                  Vertical                       Choker                  Vertical basket \1\
   Dia.      Constr.  ------------------------------------------------------------------------------------------
 (inches)                  HT        MS         S        HT        MS         S        HT        MS         S
----------------------------------------------------------------------------------------------------------------
    \1/4\       6x19       0.49       0.51      0.55      0.37      0.38      0.41      0.99       1.0       1.1
   \5/16\       6x19       0.76       0.79      0.85      0.57      0.59      0.64       1.5       1.6       1.7
    \3/8\       6x19        1.1        1.1       1.2      0.80      0.85      0.91       2.1       2.2       2.4
   \7/16\       6x19        1.4        1.5       1.6       1.1       1.1       1.2       2.9       3.0       3.3
    \1/2\       6x19        1.8        2.0       2.1       1.4       1.5       1.6       3.7       3.9       4.3
   \9/16\       6x19        2.3        2.5       2.7       1.7       1.9       2.0       4.6       5.0       5.4
    \5/8\       6x19        2.8        3.1       3.3       2.1       2.3       2.5       5.6       6.2       6.7
    \3/4\       6x19        3.9        4.4       4.8       2.9       3.3       3.6       7.8       8.8       9.5
    \7/8\       6x19        5.1        5.9       6.4       3.9       4.5       4.8      10.0      12.0      13.0
        1       6x19        6.7        7.7       8.4       5.0       5.8       6.3      13.0      15.0      17.0
   1\1/8\       6x19        8.4        9.5      10.0       6.3       7.1       7.9      17.0      19.0      21.0
   1\1/4\       6x37        9.8       11.0      12.0       7.4       8.3       9.2      20.0      22.0      25.0
   1\3/8\       6x37       12.0       13.0      15.0       8.9      10.0      11.0      24.0      27.0      30.0
   1\1/2\       6x37       14.0       16.0      17.0      10.0      12.0      13.0      28.0      32.0      35.0
   1\5/8\       6x37       16.0       18.0      21.0      12.0      14.0      15.0      33.0      37.0      41.0
   1\3/4\       6x37       19.0       21.0      24.0      14.0      16.0      18.0      38.0      43.0      48.0
        2       6x37       25.0       28.0      31.0      18.0      21.0      23.0      49.0      55.0      62.0
----------------------------------------------------------------------------------------------------------------
\1\ These values only apply when the D/d ratio for HT slings is 10 or greater, and for MS and S Slings is 20 or
  greater where:
D=Diameter of curvature around which the body of the sling is bent. d=Diameter of rope.
HT=Hand Tucked Splice and Hidden Tuck Splice. For hidden tuck splice (IWRC) use values in HT columns.
MS=Mechanical Splice.
S=Swaged or Zinc Poured Socket.


                                Table H-4--Rated Capacities for Single Leg Slings
       6x19 and 6x37 Classification Improved Plow Steel Grade Rope With Independent Wire Rope Core (IWRC)
----------------------------------------------------------------------------------------------------------------
         Rope                                      Rated capacities, tons (2,000 lb.)
----------------------------------------------------------------------------------------------------------------
                                  Vertical                       Choker                  Vertical basket \1\
   Dia.      Constr.  ------------------------------------------------------------------------------------------
 (inches)                  HT        MS         S        HT        MS         S        HT        MS         S
----------------------------------------------------------------------------------------------------------------
    \1/4\       6x19       0.53       0.56      0.59      0.40      0.42      0.44       1.0       1.1       1.2
   \5/16\       6x19       0.81       0.87      0.92      0.61      0.65      0.69       1.6       1.7       1.8
    \3/8\       6x19        1.1        1.2       1.3      0.86      0.93      0.98       2.3       2.5       2.6
   \7/16\       6x19        1.5        1.7       1.8       1.2       1.3       1.3       3.1       3.4       3.5
    \1/2\       6x19        2.0        2.2       2.3       1.5       1.6       1.7       3.9       4.4       4.6
   \9/16\       6x19        2.5        2.7       2.9       1.8       2.1       2.2       4.9       5.5       5.8
    \5/8\       6x19        3.0        3.4       3.6       2.2       2.5       2.7       6.0       6.8       7.2
    \3/4\       6x19        4.2        4.9       5.1       3.1       3.6       3.8       8.4       9.7      10.0
    \7/8\       6x19        5.5        6.6       6.9       4.1       4.9       5.2      11.0      13.0      14.0
        1       6x19        7.2        8.5       9.0       5.4       6.4       6.7      14.0      17.0      18.0
   1\1/8\       6x19        9.0       10.0      11.0       6.8       7.8       8.5      18.0      21.0      23.0
   1\1/4\       6x37       10.0       12.0      13.0       7.9       9.2       9.9      21.0      24.0      26.0
   1\3/8\       6x37       13.0       15.0      16.0       9.6      11.0      12.0      25.0      29.0      32.0
   1\1/2\       6x37       15.0       17.0      19.0      11.0      13.0      14.0      30.0      35.0      38.0
   1\5/8\       6x37       18.0       20.0      22.0      13.0      15.0      17.0      35.0      41.0      44.0
   1\3/4\       6x37       20.0       24.0      26.0      15.0      18.0      19.0      41.0      47.0      51.0
        2       6x37       26.0       30.0      33.0      20.0      23.0      25.0      53.0      61.0      66.0
----------------------------------------------------------------------------------------------------------------
\1\ These values only apply when the D/d ratio for HT slings is 10 or greater, and for MS and S Slings is 20 or
  greater where:
D=Diameter of curvature around which the body of the sling is bent. d=Diameter of rope.
HT=Hand Tucked Splice: For hidden tuck splice (IWRC) use Table H-3 values in HT column.
MS=Mechanical Splice.

[[Page 227]]

 
S=Swaged or Zinc Poured Socket.


            Table H-5--Rated Capacities for Single Leg Slings
                 Cable Laid Rope--Mechanical Splice Only
      7x7x7 and 7x7x19 Construction Galvanized Aircraft Grade Rope
         7x6x19 IWRC Construction Improved Plow Steel Grade Rope
------------------------------------------------------------------------
             Rope                  Rated capacities, tons (2,000 lb.)
------------------------------------------------------------------------
                                                              Vertical
 Dia. (inches)     Constr.        Vertical       Choker      basket \1\
------------------------------------------------------------------------
     \1/4\          7x7x7           0.50          0.38           1.0
     \3/8\          7x7x7            1.1          0.81           2.2
     \1/2\          7x7x7            1.8           1.4           3.7
     \5/8\          7x7x7            2.8           2.1           5.5
     \3/4\          7x7x7            3.8           2.9           7.6
     \5/8\         7x7x19            2.9           2.2           5.8
     \3/4\         7x7x19            4.1           3.0           8.1
     \7/8\         7x7x19            5.4           4.0          11.0
         1         7x7x19            6.9           5.1          14.0
    1\1/8\         7x7x19            8.2           6.2          16.0
    1\1/4\         7x7x19            9.9           7.4          20.0
     \3/4\      \2\ 7x6x19           3.8           2.8           7.6
     \7/8\      \2\ 7x6x19           5.0           3.8          10.0
         1      \2\ 7x6x19           6.4           4.8          13.0
    1\1/8\      \2\ 7x6x19           7.7           5.8          15.0
    1\1/4\      \2\ 7x6x19           9.2           6.9          18.0
   1\5/16\      \2\ 7x6x19          10.0           7.5          20.0
    1\3/8\      \2\ 7x6x19          11.0           8.2          22.0
    1\1/2\      \2\ 7x6x19          13.0           9.6          26.0
------------------------------------------------------------------------
\1\ These values only apply when the D/d ratio in 10 or greater where:
  D=Diameter of curvature around which the body of the sling is bent.
  d=Diameter of rope.
\2\ IWRC.


                                Table H-6--Rated Capacities for Single Leg Slings
                                         8-Part and 6-Part Braided Rope
                            6x7 and 6x19 Construction Improved Plow Steel Grade Rope
                                 7x7 Construction Galvanized Aircraft Grade Rope
----------------------------------------------------------------------------------------------------------------
                      Component ropes                                Rated capacities, tons (2,000 lb.)
----------------------------------------------------------------------------------------------------------------
                                                                Vertical           Choker        Basket vertical
                                                           ------------------------------------  to 30[deg] \1\
                Diameter (inches)                  Constr.                                     -----------------
                                                             8-Part   6-Part   8-Part   6-Part   8-Part   6-Part
----------------------------------------------------------------------------------------------------------------
\3/32\...........................................      6x7     0.42     0.32     0.32     0.24     0.74     0.55
\1/8\............................................      6x7     0.76     0.57     0.57     0.42      1.3     0.98
\3/16\...........................................      6x7      1.7      1.3      1.3     0.94      2.9      2.2
\3/32\...........................................      7x7     0.51     0.39     0.38     0.29     0.89     0.67
\1/8\............................................      7x7     0.95     0.71     0.71     0.53      1.6      1.2
\3/16\...........................................      7x7      2.1      1.5      1.5      1.2      3.6      2.7
\3/16\...........................................     6x19      1.7      1.3      1.3     0.98      3.0      2.2
\1/4\............................................     6x19      3.1      2.3      2.3      1.7      5.3      4.0
\5/16\...........................................     6x19      4.8      3.6      3.6      2.7      8.3      6.2
\3/8\............................................     6x19      6.8      5.1      5.1      3.8     12.0      8.9
\7/16\...........................................     6x19      9.3      6.9      6.9      5.2     16.0     12.0
\1/2\............................................     6x19     12.0      9.0      9.0      6.7     21.0     15.0
\9/16\...........................................     6x19     15.0     11.0     11.0      8.5     26.0     20.0
\5/8\............................................     6x19     19.0     14.0     14.0     10.0     32.0     24.0
\3/4\............................................     6x19     27.0     20.0     20.0     15.0     46.0     35.0
\7/8\............................................     6x19     36.0     27.0     27.0     20.0     62.0     47.0
1................................................     6x19     47.0     35.0     35.0     26.0     81.0     61.0
----------------------------------------------------------------------------------------------------------------
\1\ These values only apply when the D/d ratio is 20 or greater where: D=Diameter of curvature around which the
  body of the sling is bent. d=Diameter of component rope.


                          Table H-7--Rated Capacities for 2-Leg and 3-Leg Bridle Slings
                6x19 and 6x37 Classification Improved Plow Steel Grade Rope With Fiber Core (FC)
----------------------------------------------------------------------------------------------------------------
        Rope                                      Rated capacities, tons (2,000 lb.)
----------------------------------------------------------------------------------------------------------------
                                   2-leg bridle slings                           3-leg bridle slings
                    --------------------------------------------------------------------------------------------
                       30[deg] \1\    45[deg] angle    60[deg] \1\     30[deg] \1\   45[deg] angle   60[deg] \1\
   Dia.     Constr.   (60[deg]) \2\ ----------------  (30[deg]) \2\   (60[deg]) \2\ ---------------   (30[deg])
 (inches)           ----------------                --------------------------------                     \2\
                                       HT      MS                                      HT      MS  -------------
                       HT      MS                      HT      MS      HT      MS                     HT     MS
----------------------------------------------------------------------------------------------------------------
  \1/4\       6x19     0.85    0.88    0.70    0.72    0.49    0.51     1.3     1.3     1.0    1.1   0.74    0.7
 \5/16\       6x19      1.3     1.4     1.1     1.1    0.76    0.79     2.0     2.0     1.6    1.7    1.1    1.2
  \3/8\       6x19      1.8     1.9     1.5     1.6     1.1     1.1     2.8     2.9     2.3    2.4    1.6    1.7
 \7/16\       6x19      2.5     2.6     2.0     2.2     1.4     1.5     3.7     4.0     3.0    3.2    2.1    2.3
  \1/2\       6x19      3.2     3.4     2.6     2.8     1.8     2.0     4.8     5.1     3.9    4.2    2.8    3.0
 \9/16\       6x19      4.0     4.3     3.2     3.5     2.3     2.5     6.0     6.5     4.9    5.3    3.4    3.7

[[Page 228]]

 
  \5/8\       6x19      4.8     5.3     4.0     4.4     2.8     3.1     7.3     8.0     5.9    6.5    4.2    4.6
  \3/4\       6x19      6.8     7.6     5.5     6.2     3.9     4.4    10.0    11.0     8.3    9.3    5.8    6.6
  \7/8\       6x19      8.9    10.0     7.3     8.4     5.1     5.9    13.0    15.0    11.0   13.0    7.7    8.9
      1       6x19     11.0    13.0     9.4    11.0     6.7     7.7    17.0    20.0    14.0   16.0   10.0   11.0
 1\1/8\       6x19     14.0    16.0    12.0    13.0     8.4     9.5    22.0    24.0    18.0   20.0   13.0   14.0
 1\1/4\       6x37     17.0    19.0    14.0    16.0     9.8    11.0    25.0    29.0    21.0   23.0   15.0   17.0
 1\3/8\       6x37     20.0    23.0    17.0    19.0    12.0    13.0    31.0    35.0    25.0   28.0   18.0   20.0
 1\1/2\       6x37     24.0    27.0    20.0    22.0    14.0    16.0    36.0    41.0    30.0   33.0   21.0   24.0
 1\5/8\       6x37     28.0    32.0    23.0    26.0    16.0    18.0    43.0    48.0    35.0   39.0   25.0   28.0
 1\3/4\       6x37     33.0    37.0    27.0    30.0    19.0    21.0    49.0    56.0    40.0   45.0   28.0   32.0
      2       6x37     43.0    48.0    35.0    39.0    25.0    28.0    64.0    72.0    52.0   59.0   37.0   41.0
----------------------------------------------------------------------------------------------------------------
HT=Hand Tucked Splice.
MS=Mechanical Splice.
\1\ Vertical angles.
\2\ Horizontal angles.


                          Table H-8--Rated Capacities for 2-Leg and 3-Leg Bridle Slings
       6x19 and 6x37 Classification Improved Plow Steel Grade Rope With Independent Wire Rope Core (IWRC)
----------------------------------------------------------------------------------------------------------------
        Rope                                      Rated capacities, tons (2,000 lb.)
----------------------------------------------------------------------------------------------------------------
                                   2-leg bridle slings                           3-leg bridle slings
                    --------------------------------------------------------------------------------------------
                       30[deg] \1\    45[deg] angle    60[deg] \1\     30[deg] \1\   45[deg] angle   60[deg] \1\
   Dia.     Constr.   (60[deg]) \2\ ----------------  (30[deg]) \2\   (60[deg]) \2\ ---------------   (30[deg])
 (inches)           ----------------                --------------------------------                     \2\
                                       HT      MS                                      HT      MS  -------------
                       HT      MS                      HT      MS      HT      MS                     HT     MS
----------------------------------------------------------------------------------------------------------------
  \1/4\       6x19     0.92    0.97    0.75    0.79    0.53    0.56     1.4     1.4     1.1    1.2   0.79   0.84
 \5/16\       6x19      1.4     1.5     1.1     1.2    1.81    0.87     2.1     2.3     1.7    1.8    1.2    1.3
  \3/8\       6x19      2.0     2.1     1.6     1.8     1.1     1.2     3.0     3.2     2.4    2.6    1.7    1.9
 \7/16\       6x19      2.7     2.9     2.2     2.4     1.5     1.7     4.0     4.4     3.3    3.6    2.3    2.5
  \1/2\       6x19      3.4     3.8     2.8     3.1     2.0     2.2     5.1     5.7     4.2    4.6    3.0    3.3
 \9/16\       6x19      4.3     4.8     3.5     3.9     2.5     2.7     6.4     7.1     5.2    5.8    3.7    4.1
  \5/8\       6x19      5.2     5.9     4.2     4.8     3.0     3.4     7.8     8.8     6.4    7.2    4.5    5.1
  \3/4\       6x19      7.3     8.4     5.9     6.9     4.2     4.9    11.0    13.0     8.9   10.0    6.3    7.3
  \7/8\       6x19      9.6    11.0     7.8     9.3     5.5     6.6    14.0    17.0    12.0   14.0    8.3    9.9
      1       6x19     12.0    15.0    10.0    12.0     7.2     8.5    19.0    22.0    15.0   18.0   11.0   13.0
 1\1/8\       6x19     16.0    18.0    13.0    15.0     9.0    10.0    23.0    27.0    19.0   22.0   13.0   16.0
 1\1/4\       6x37     18.0    21.0    15.0    17.0    10.0    12.0    27.0    32.0    22.0   26.0   16.0   18.0
 1\3/8\       6x37     22.0    25.0    18.0    21.0    13.0    15.0    33.0    38.0    27.0   31.0   19.0   22.0
 1\1/2\       6x37     26.0    30.0    21.0    25.0    15.0    17.0    39.0    45.0    32.0   37.0   23.0   26.0
 1\5/8\       6x37     31.0    35.0    25.0    29.0    18.0    20.0    46.0    53.0    38.0   43.0   27.0   31.0
 1\3/4\       6x37     35.0    41.0    29.0    33.0    20.0    24.0    53.0    61.0    43.0   50.0   31.0   35.0
      2       6x37     46.0    53.0    37.0    43.0    26.0    30.0    68.0    79.0    56.0   65.0   40.0   46.0
----------------------------------------------------------------------------------------------------------------
HT=Hand Tucked Splice.
MS=Mechanical Splice.
\1\ Vertical angles.
\2\ Horizontal angles.


                          Table H-9--Rated Capacities for 2-Leg and 3-Leg Bridle Slings
                                     Cable Laid Rope--Mechanical Splice Only
                          7x7x7 and 7x7x19 Construction Galvanized Aircraft Grade Rope
                             7x6x19 IWRC Construction Improved Plow Steel Grade Rope
----------------------------------------------------------------------------------------------------------------
                       Rope                                      Rated capacities, tons (2,000 lb.)
----------------------------------------------------------------------------------------------------------------
                                                          2-leg bridle sling             3-leg bridle sling
                                                   -------------------------------------------------------------
                                                     30[deg]             60[deg]    30[deg]             60[deg]
         Dia. (inches)                Constr.          \1\     45[deg]     \1\        \1\     45[deg]     \1\
                                                    (60[deg])   angle   (30[deg])  (60[deg])   angle   (30[deg])
                                                       \2\                 \2\        \2\                 \2\
----------------------------------------------------------------------------------------------------------------
\1/4\..........................  7x7x7............      0.87      0.71      0.50        1.3       1.1      0.75
\3/8\..........................  7x7x7............       1.9       1.5       1.1        2.8       2.3       1.6
\1/2\..........................  7x7x7............       3.2       2.6       1.8        4.8       3.9       2.8
\5/8\..........................  7x7x7............       4.8       3.9       2.8        7.2       5.9       4.2
\3/4\..........................  7x7x7............       6.6       5.4       3.8        9.9       8.1       5.7

[[Page 229]]

 
\5/8\..........................  7x7x19...........       5.0       4.1       2.9        7.5       6.1       4.3
\3/4\..........................  7x7x19...........       7.0       5.7       4.1       10.0       8.6       6.1
\7/8\..........................  7x7x19...........       9.3       7.6       5.4       14.0      11.0       8.1
1..............................  7x7x19...........      12.0       9.7       6.9       18.0      14.0      10.0
1\1/8\.........................  7x7x19...........      14.0      12.0       8.2       21.0      17.0      12.0
1\1/4\.........................  7x7x19...........      17.0      14.0       9.9       26.0      21.0      15.0
\3/4\..........................  7x6x19 IWRC......       6.6       5.4       3.8        9.9       8.0       5.7
\7/8\..........................  7x6x19 IWRC......       8.7       7.1       5.0       13.0      11.0       7.5
1..............................  7x6x19 IWRC......      11.0       9.0       6.4       17.0      13.0       9.6
1\1/8\.........................  7x6x19 IWRC......      13.0      11.0       7.7       20.0      16.0      11.0
1\1/4\.........................  7x6x19 IWRC......      16.0      13.0       9.2       24.0      20.0      14.0
1\5/16\........................  7x6x19 IWRC......      17.0      14.0      10.0       26.0      21.0      15.0
1\3/8\.........................  7x6x19 IWRC......      19.0      15.0      11.0       28.0      23.0      16.0
1\1/2\.........................  7x6x19 IWRC......      22.0      18.0      13.0       33.0      27.0      19.0
----------------------------------------------------------------------------------------------------------------
\1\ Vertical angles.
\2\ Horizontal angles.


                         Table H-10--Rated Capacities for 2-Leg and 3-Leg Bridle Slings
                                         8-Part and 6-Part Braided Rope
                            6x7 and 6x19 Construction Improved Plow Steel Grade Rope
                                 7x7 Construction Galvanized Aircraft Grade Rope
----------------------------------------------------------------------------------------------------------------
        Rope                                      Rated capacities, tons (2,000 lb.)
----------------------------------------------------------------------------------------------------------------
                                   2-leg bridle slings                           3-leg bridle slings
                    --------------------------------------------------------------------------------------------
                       30[deg] \1\    45[deg] angle    60[deg] \1\     30[deg] \1\   45[deg] angle   60[deg] \1\
   Dia.               (60[deg]) \2\ ----------------  (30[deg]) \2\   (60[deg]) \2\ ---------------   (30[deg])
 (inches)   Constr. ----------------                --------------------------------                     \2\
                                                                                               6-  -------------
                     8-Part  6-Part  8-Part  6-Part  8-Part  6-Part  8-Part  6-Part  8-Part   Part    8-     6-
                                                                                                     Part   Part
----------------------------------------------------------------------------------------------------------------
 \3/32\        6x7     0.74    0.55    0.60    0.45    0.42    0.32     1.1    0.83    0.90   0.68   0.64   0.48
  \1/8\        6x7      1.3    0.98     1.1    0.80    0.76    0.57     2.0     1.5     1.6    1.2    1.1   0.85
 \3/16\        6x7      2.9     2.2     2.4     1.8     1.7     1.3     4.4     3.3     3.6    2.7    2.5    1.9
 \3/32\        7x7     0.89    0.67    0.72    0.55    0.51    0.39     1.3     1.0     1.1   0.82   0.77   0.58
  \1/8\        7x7      1.6     1.2     1.3     1.0    0.95    0.71     2.5     1.8     2.0    1.5    1.4    1.1
 \3/16\        7x7      3.6     2.7     2.9     2.2     2.1     1.5     5.4     4.0     4.4    3.3    3.1    2.3
 \3/16\       6x19      3.0     2.2     2.4     1.8     1.7     1.3     4.5     3.4     3.7    2.8    2.6    1.9
  \1/4\       6x19      5.3     4.0     4.3     3.2     3.1     2.3     8.0     6.0     6.5    4.9    4.6    3.4
 \5/16\       6x19      8.3     6.2     6.7     5.0     4.8     3.6    12.0     9.3    10.0    7.6    7.1    5.4
  \3/8\       6x19     12.0     8.9     9.7     7.2     6.8     5.1    18.0    13.0    14.0   11.0   10.0    7.7
 \7/16\       6x19     16.0    12.0    13.0     9.8     9.3     6.9    24.0    18.0    20.0   15.0   14.0   10.0
  \1/2\       6x19     21.0    15.0    17.0    13.0    12.0     9.0    31.0    23.0    25.0   19.0   18.0   13.0
 \9/16\       6x19     26.0    20.0    21.0    16.0    15.0    11.0    39.0    29.0    32.0   24.0   23.0   17.0
  \5/8\       6x19     32.0    24.0    26.0    20.0    19.0    14.0    48.0    36.0    40.0   30.0   28.0   21.0
  \3/4\       6x19     46.0    35.0    38.0    28.0    27.0    20.0    69.0    52.0    56.0   42.0   40.0   30.0
  \7/8\       6x19     62.0    47.0    51.0    38.0    36.0    27.0    94.0    70.0    76.0   57.0   54.0   40.0
      1       6x19     81.0    61.0    66.0    50.0    47.0    35.0    22.0    91.0    99.0   74.0   70.0   53.0
----------------------------------------------------------------------------------------------------------------
\1\ Vertical angles.
\2\ Horizontal angles.


    Table H-11--Rated Capacities for Strand Laid Grommet--Hand Tucked
                     Improved Plow Steel Grade Rope
------------------------------------------------------------------------
          Rope body                Rated capacities, tons (2,000 lb.)
------------------------------------------------------------------------
                                                              Vertical
 Dia. (inches)     Constr.        Vertical       Choker      basket \1\
------------------------------------------------------------------------
     \1/4\           7x19           0.85          0.64           1.7
    \5/16\           7x19            1.3           1.0           2.6
     \3/8\           7x19            1.9           1.4           3.8
    \7/16\           7x19            2.6           1.9           5.2
     \1/2\           7x19            3.3           2.5           6.7
    \9/16\           7x19            4.2           3.1           8.4

[[Page 230]]

 
     \5/8\           7x19            5.2           3.9         10.00
     \3/4\           7x19            7.4           5.6          15.0
     \7/8\           7x19           10.0           7.5          20.0
         1           7x19           13.0           9.7          26.0
    1\1/8\           7x19           16.0          12.0          32.0
    1\1/4\           7x37           18.0          14.0          37.0
    1\3/8\           7x37           22.0          16.0          44.0
    1\1/2\           7x37           26.0          19.0          52.0
------------------------------------------------------------------------
\1\ These values only apply when the D/d ratio is 5 or greater where:
  D=Diameter of curvature around which rope is bent. d=Diameter of rope
  body.


    Table H-12--Rated Capacities for Cable Laid Grommet--Hand Tucked
      7x6x7 and 7x6x19 Construction Improved Plow Steel Grade Rope
            7x7x7 Construction Galvanized Aircraft Grade Rope
------------------------------------------------------------------------
          Cable body               Rated capacities, tons (2,000 lb.)
------------------------------------------------------------------------
                                                              Vertical
 Dia. (inches)     Constr.        Vertical       Choker      basket \1\
------------------------------------------------------------------------
     \3/8\          7x6x7            1.3          0.95           2.5
    \9/16\          7x6x7            2.8           2.1           5.6
     \5/8\          7x6x7            3.8           2.8           7.6
     \3/8\          7x7x7            1.6           1.2           3.2
    \9/16\          7x7x7            3.5           2.6           6.9
     \5/8\          7x7x7            4.5           3.4           9.0
     \5/8\         7x6x19            3.9           3.0           7.9
     \3/4\         7x6x19            5.1           3.8          10.0
   \15/16\         7x6x19            7.9           5.9          16.0
    1\1/8\         7x6x19           11.0           8.4          22.0
   1\5/16\         7x6x19           15.0          11.0          30.0
    1\1/2\         7x6x19           19.0          14.0          39.0
  1\11/16\         7x6x19           24.0          18.0          49.0
    1\7/8\         7x6x19           30.0          22.0          60.0
    2\1/4\         7x6x19           42.0          31.0          84.0
    2\5/8\         7x6x19           56.0          42.0         112.0
------------------------------------------------------------------------
\1\ These values only apply when the D/d ratio is 5 or greater where:
  D=Diameter of curvature around which cable body is bent. d=Diameter of
  cable body.


 Table H-13--Rated Capacities for Strand Laid Endless Slings-Mechanical
                                  Joint
                     Improved Plow Steel Grade Rope
------------------------------------------------------------------------
          Rope body                Rated capacities, tons (2,000 lb.)
------------------------------------------------------------------------
                                                              Vertical
 Dia. (inches)     Constr.        Vertical       Choker      basket \1\
------------------------------------------------------------------------
     \1/4\       \2\ 6x19           0.92          0.69           1.8
     \3/8\       \2\ 6x19            2.0           1.5           4.1
     \1/2\       \2\ 6x19            3.6           2.7           7.2
     \5/8\       \2\ 6x19            5.6           4.2          11.0
     \3/4\       \2\ 6x19            8.0           6.0          16.0
     \7/8\       \2\ 6x19           11.0           8.1          21.0
         1       \2\ 6x19           14.0          10.0          28.0
    1\1/8\       \2\ 6x19           18.0          13.0          35.0
    1\1/4\       \2\ 6x37           21.0          15.0          41.0
    1\3/8\       \2\ 6x37           25.0          19.0          50.0
    1\1/2\       \2\ 6x37           29.0          22.0          59.0
------------------------------------------------------------------------
\1\ These values only apply when the D/d ratio is 5 or greater where:
  D=Diameter of curvature around which rope is bent. d=Diameter of rope
  body.
\2\ IWRC.


  Table H-14--Rated Capacities For Cable Laid Endless Slings-Mechanical
                                  Joint
7x7x7 and 7x7x19 Construction Galvanized Aircraft Grade Rope 7x6x19 IWRC
               Construction Improved Plow Steel Grade Rope
------------------------------------------------------------------------
          Cable body               Rated capacities, tons (2,000 lb.)
------------------------------------------------------------------------
                                                              Vertical
 Dia. (inches)     Constr.        Vertical       Choker      basket \1\
------------------------------------------------------------------------
     \1/4\          7x7x7           0.83          0.62           1.6
     \3/8\          7x7x7            1.8           1.3           3.5
     \1/2\          7x7x7            3.0           2.3           6.1
     \5/8\          7x7x7            4.5           3.4           9.1
     \3/4\          7x7x7            6.3           4.7          12.0
     \5/8\         7x7x19            4.7           3.5           9.5
     \3/4\         7x7x19            6.7           5.0          13.0
     \7/8\         7x7x19            8.9           6.6          18.0
         1         7x7x19           11.0           8.5          22.0
    1\1/8\         7x7x19           14.0          10.0          28.0
    1\1/4\         7x7x19           17.0          12.0          33.0
     \3/4\      \2\ 7x6x19           6.2           4.7          12.0
     \7/8\      \2\ 7x6x19           8.3           6.2          16.0
         1      \2\ 7x6x19          10.0           7.9          21.0
    1\1/8\      \2\ 7x6x19          13.0           9.7          26.0
    1\1/4\      \2\ 7x6x19          16.0          12.0          31.0
    1\3/8\      \2\ 7x6x19          18.0          14.0          37.0
    1\1/2\      \2\ 7x6x19          22.0          16.0          43.0
------------------------------------------------------------------------
\1\ These values only apply when the D/d value is 5 or greater where:
  D=Diameter of curvature around which cable body is bent. d=Diameter of
  cable body.
\2\ IWRC.


[[Page 231]]


                                                                                 Table H-15--Manila Rope Slings
                                                                        [Angle of rope to vertical shown in parentheses]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
                                                                                               Rated capacity in pounds (safety factor=5)
                                      ----------------------------------------------------------------------------------------------------------------------------------------------------------
    Rope       Nominal      Minimum                                   Eye and eye sling                                                              Endless sling
  diameter    weight per    breaking  ----------------------------------------------------------------------------------------------------------------------------------------------------------
 nominal in   100 ft. in  strength in                                  Basket hitch; angle of rope to horizontal                                   Basket hitch; angle of rope to horizontal
   inches       pounds       pounds      Vertical      Choker   ------------------------------------------------------  Vertical     Choker   --------------------------------------------------
                                          hitch        hitch       90[deg]       60[deg]       45[deg]      30[deg]       hitch       hitch      90[deg]     60[deg]      45[deg]      30[deg]
                                                                   (0[deg])     (30[deg])     (45[deg])    (60[deg])                            (0[deg])    (30[deg])    (45[deg])    (60[deg])
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
     \1/2\          7.5        2,650          550          250        1,100          900           750           550         950         500       1,900        1,700        1,400          950
    \9/16\         10.4        3,450          700          350        1,400        1,200         1,000           700       1,200         600       2,500        2,200        1,800        1,200
     \5/8\         13.3        4,400          900          450        1,800        1,500         1,200           900       1,600         800       3,200        2,700        2,200        1,600
     \3/4\         16.7        5,400        1,100          550        2,200        1,900         1,500         1,100       2,000         950       3,900        3,400        2,800        2,000
   \13/16\         19.5        6,500        1,300          650        2,600        2,300         1,800         1,300       2,300       1,200       4,700        4,100        3,300        2,300
     \7/8\         22.5        7,700        1,500          750        3,100        2,700         2,200         1,500       2,800       1,400       5,600        4,800        3,900        2,800
         1         27.0        9,000        1,800          900        3,600        3,100         2,600         1,800       3,200       1,600       6,500        5,600        4,600        3,200
   1\1/16\         31.3       10,500        2,100        1,100        4,200        3,600         3,000         2,100       3,800       1,900       7,600        6,600        5,400        3,800
    1\1/8\         36.0       12,000        2,400        1,200        4,800        4,200         3,400         2,400       4,300       2,200       8,600        7,500        6,100        4,300
    1\1/4\         41.7       13,500        2,700        1,400        5,400        4,700         3,800         2,700       4,900       2,400       9,700        8,400        6,900        4,900
   1\5/16\         47.9       15,000        3,000        1,500        6,000        5,200         4,300         3,000       5,400       2,700      11,000        9,400        7,700        5,400
    1\1/2\         59.9       18,500        3,700        1,850        7,400        6,400         5,200         3,700       6,700       3,300      13,500       11,500        9,400        6,700
    1\5/8\         74.6       22,500        4,500        2,300        9,000        7,800         6,400         4,500       8,100       4,100      16,000       14,000       11,500        8,000
    1\3/4\         89.3       26,500        5,300        2,700       10,500        9,200         7,500         5,300       9,500       4,800      19,000       16,500       13,500        9,500
         2        107.5       31,000        6,200        3,100       12,500       10,500         8,800         6,200      11,000       5,600      22,500       19,500       16,000       11,000
    2\1/3\        125.0       36,000        7,200        3,600       14,500       12,500        10,000         7,200      13,000       6,500      26,000       22,500       18,500       13,000
    2\1/4\        146.0       41,000        8,200        4,100       16,500       14,000        11,500         8,200      15,000       7,400      29,500       25,500       21,000       15,000
    2\1/2\        166.7       46.500        9,300        4,700       18,500       16,000        13,000         9,300      16,500       8,400      33,500       29,000       23,500       16,500
    2\5/8\        190.8       52,000       10,500        5,200       21,000       18,000        14,500        10,500      18,500       9,500      37,500       32,500       26,500       18,500
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------


                                                                                  Table H-16--Nylon Rope Slings
                                                                        [Angle of rope to vertical shown in parentheses]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
                                                                                               Rated capacity in pounds (safety factor=9)
                                      ----------------------------------------------------------------------------------------------------------------------------------------------------------
    Rope       Nominal      Minimum                                   Eye and eye sling                                                              Endless sling
  diameter    weight per    breaking  ----------------------------------------------------------------------------------------------------------------------------------------------------------
 nominal in   100 ft. in  strength in                                  Basket hitch; angle of rope to horizontal                                   Basket hitch; angle of rope to horizontal
   inches       pounds       pounds      Vertical      Choker   ------------------------------------------------------  Vertical     Choker   --------------------------------------------------
                                          hitch        hitch       90[deg]       60[deg]       45[deg]      30[deg]       hitch       hitch      90[deg]     60[deg]      45[deg]      30[deg]
                                                                   (0[deg])     (30[deg])     (45[deg])    (60[deg])                            (0[deg])    (30[deg])    (45[deg])    (60[deg])
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
     \1/2\          6.5        6,080          700          350        1,400        1,200           950           700       1,200         600       2,400        2,100        1,700        1,200
    \9/16\          8.3        7,600          850          400        1,700        1,500         1,200           850       1,500         750       3,000        2,600        2,200        1,500
     \5/8\         10.5        9,880        1,100          550        2,200        1,900         1,600         1,100       2,000       1,000       4,000        3,400        2,800        2,000
     \3/4\         14.5       13,490        1,500          750        3,000        2,600         2,100         1,500       2,700       1,400       5,400        4,700        3,800        2,700
   \13/16\         17.0       16,150        1,800          900        3,600        3,100         2,600         1,800       3,200       1,600       6,400        5,600        4,600        3,200
     \7/8\         20.0       19,000        2,100        1,100        4,200        3,700         3,000         2,100       3,800       1,900       7,600        6,600        5,400        3,800
         1         26.0       23,750        2,600        1,300        5,300        4,600         3,700         2,600       4,800       2,400       9,500        8,200        6,700        4,800
   1\1/16\         29.0       27,360        3,000        1,500        6,100        5,300         4,300         3,000       5,500       2,700      11,000        9,500        7,700        5,500

[[Page 232]]

 
    1\1/8\         34.0       31,350        3,500        1,700        7,000        6,000         5,000         3,500       6,300       3,100      12,500       11,000        8,900        6,300
    1\1/4\         40.0       35,625        4,000        2,000        7,900        6,900         5,600         4,000       7,100       3,600      14,500       12,500       10,000        7,100
   1\5/16\         45.0       40,850        4,500        2,300        9,100        7,900         6,400         4,500       8,200       4,100      16,500       14,000       12,000        8,200
    1\1/2\         55.0       50,350        5,600        2,800       11,000        9,700         7,900         5,600      10,000       5,000      20,000       17,500       14,000       10,000
    1\5/8\         68.0       61,750        6,900        3,400       13,500       12,000         9,700         6,900      12,500       6,200      24,500       21,500       17,500       12,500
    1\3/4\         83.0       74,100        8,200        4,100       16,500       14,500        11,500         8,200      15,000       7,400      29,500       27,500       21,000       15,000
         2         95.0       87,400        9,700        4,900       19,500       17,000        13,500         9,700      17,500       8,700      35,000       30,500       24,500       17,500
    2\1/8\        109.0      100,700       11,000        5,600       22,500       19,500        16,000        11,000      20,000      10,000      40,500       35,000       28,500       20,000
    2\1/4\        129.0      118,750       13,000        6,600       26,500       23,000        18,500        13,000      24,000      12,000      47,500       41,000       33,500       24,000
    2\1/2\        149.0      133,000       15,000        7,400       29,500       25,500        21,000        15,000      26,500      13,500      53,000       46,000       37,500       26,500
    2\5/8\        168.0      153,900       17,100        8,600       34,000       29,500        24,000        17,000      31,000      15,500      61,500       53,500       43,500       31,000
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------


                                                                                Table H-17--Polyester Rope Slings
                                                                        [Angle of rope to vertical shown in parentheses]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
                                                                                               Rated capacity in pounds (safety factor=9)
                                      ----------------------------------------------------------------------------------------------------------------------------------------------------------
    Rope       Nominal      Minimum                                   Eye and eye sling                                                              Endless sling
  diameter    weight per    breaking  ----------------------------------------------------------------------------------------------------------------------------------------------------------
 nominal in   100 ft. in  strength in                                  Basket hitch; angle of rope to horizontal                                   Basket hitch; angle of rope to horizontal
   inches       pounds       pounds      Vertical      Choker   ------------------------------------------------------  Vertical     Choker   --------------------------------------------------
                                          hitch        hitch       90[deg]       60[deg]       45[deg]      30[deg]       hitch       hitch      90[deg]     60[deg]      45[deg]      30[deg]
                                                                   (0[deg])     (30[deg])     (45[deg])    (60[deg])                            (0[deg])    (30[deg])    (45[deg])    (60[deg])
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
     \1/2\          8.0        6,080          700          350        1,400        1,200           950           700       1,200         600       2,400        2,100        1,700        1,200
    \9/16\         10.2        7,600          850          400        1,700        1,500         1,200           850       1,500         750       3,000        2,600        2,200        1,500
     \5/8\         13.0        9,500        1,100          550        2,100        1,800         1,500         1,100       1,900         950       3,800        3,300        2,700        1,900
     \3/4\         17.5       11,875        1,300          650        2,600        2,300         1,900         1,300       2,400       1,200       4,800        4,100        3,400        2,400
   \13/16\         21.0       14,725        1,600          800        3,300        2,800         2,300         1,600       2,900       1,500       5,900        5,100        4,200        2,900
     \7/8\         25.0       17,100        1,900          950        3,800        3,300         2,700         1,900       3,400       1,700       6,800        5,900        4,800        3,400
         1         30.5       20,900        2,300        1,200        4,600        4,000         3,300         2,300       4,200       2,100       8,400        7,200        5,900        4,200
   1\1/16\         34.5       24,225        2,700        1,300        5,400        4,700         3,800         2,700       4,800       2,400       9,700        8,400        6,900        4,800
    1\1/8\         40.0       28,025        3,100        1,600        6,200        5,400         4,400         3,100       5,600       2,800      11,000        9,700        7,900        5,600
    1\1/4\         46.3       31,540        3,500        1,800        7,000        6,100         5,000         3,500       6,300       3,200      12,500       11,000        8,900        6,300
   1\5/16\         52.5       35,625        4,000        2,000        7,900        6,900         5,600         4,000       7,100       3,600      14,500       12,500       10,000        7,100
    1\1/2\         66.8       44,460        4,900        2,500        9,900        8,600         7,000         4,900       8,900       4,400      18,000       15,500       12,500        8,900
    1\5/8\         82.0       54,150        6,000        3,000       12,000       10,400         8,500         6,000      11,000       5,400      21,500       19,000       15,500       11,000
    1\3/4\         98.0       64,410        7,200        3,600       14,500       12,500        10,000         7,200      13,000       6,400      26,000       22,500       18,000       13,000
         2        118.0       76,000        8,400        4,200       17,000       14,500        12,000         8,400      15,000       7,600      30,500       26,500       21,500       15,000
    2\1/8\        135.0       87,400        9,700        4,900       19,500       17,000        13,500         9,700      17,500       8,700      35,000       30,500       24,500       17,500

[[Page 233]]

 
    2\1/4\        157.0      101,650       11,500        5,700       22,500       19,500        16,000        11,500      20,500      10,000      40,500       35,000       29,000       20,500
    2\1/2\        181.0      115,900       13,000        6,400       26,000       22,500        18,000        13,000      23,000      11,500      46,500       40,000       33,000       23,000
    2\5/8\        205.0      130,150       14,500        7,200       29,000       25,000        20,500        14,500      26,000      13,000      52,000       45,000       37,000       26,000
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------


                                                                              Table H-18--Polypropylene Rope Slings
                                                                        [Angle of rope to vertical shown in parentheses]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
                                                                                               Rated capacity in pounds (safety factor=6)
                                      ----------------------------------------------------------------------------------------------------------------------------------------------------------
    Rope       Nominal      Minimum                                   Eye and eye sling                                                              Endless sling
  diameter    weight per    breaking  ----------------------------------------------------------------------------------------------------------------------------------------------------------
 nominal in   100 ft. in  strength in                                  Basket hitch; angle of rope to horizontal                                   Basket hitch; angle of rope to horizontal
   inches       pounds       pounds      Vertical      Choker   ------------------------------------------------------  Vertical     Choker   --------------------------------------------------
                                          hitch        hitch       90[deg]       60[deg]       45[deg]      30[deg]       hitch       hitch      90[deg]     60[deg]      45[deg]      30[deg]
                                                                   (0[deg])     (30[deg])     (45[deg])    (60[deg])                            (0[deg])    (30[deg])    (45[deg])    (60[deg])
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
     \1/2\          4.7        3,990          650          350        1,300        1,200           950           650       1,200         600       2,400        2,100        1,700        1,200
    \9/16\          6.1        4,845          800          400        1,600        1,400         1,100           800       1,500         750       2,900        2,500        2,100        1,500
     \5/8\          7.5        5,890        1,000          500        2,000        1,700         1,400         1,000       1,800         900       3,500        3,100        2,500        1,800
     \3/4\         10.7        8,075        1,300          700        2,700        2,300         1,900         1,300       2,400       1,200       4,900        4,200        3,400        2,400
   \13/16\         12.7        9,405        1,600          800        3,100        2,700         2,200         1,600       2,800       1,400       5,600        4,900        4,000        2,800
     \7/8\         15.0       10,925        1,800          900        3,600        3,200         2,600         1,800       3,300       1,600       6,600        5,700        4,600        3,300
         1         18.0       13,300        2,200        1,100        4,400        3,800         3,100         2,200       4,000       2,000       8,000        6,900        5,600        4,000
   1\1/16\         20.4       15,200        2,500        1,300        5,100        4,400         3,600         2,500       4,600       2,300       9,100        7,900        6,500        4,600
    1\1/8\         23.7       17,385        2,900        1,500        5,800        5,000         4,100         2,900       5,200       2,600      10,500        9,000        7,400        5,200
    1\1/4\         27.0       19,950        3,300        1,700        6,700        5,800         4,700         3,300       6,000       3,000      12,000       10,500        8,500        6,000
   1\5/16\         30.5       22,325        3,700        1,900        7,400        6,400         5,300         3,700       6,700       3,400      13,500       11,500        9,500        6,700
    1\1/2\         38.5       28,215        4,700        2,400        9,400        8,100         6,700         4,700       8,500       4,200      17,000       14,500       12,000        8,500
    1\5/8\         47.5       34,200        5,700        2,900       11,500        9,900         8,100         5,700      10,500       5,100      20,500       18,000       14,500       10,500
    1\3/4\         57.0       40,850        6,800        3,400       13,500       12,000         9,600         6,800      12,500       6,100      24,500       21,000       17,500       12,500
         2         69.0       49,400        8,200        4,100       16,500       14,500        11,500         8,200      15,000       7,400      29,500       25,500       21,000       15,000
    2\1/8\         80.0       57,950        9,700        4,800       19,500       16,500        13,500         9,700      17,500       8,700      35,000       30,100       24,500       17,500
    2\1/4\         92.0       65,550       11,000        5,500       22,000       19,000        15,500        11,000      19,500       9,900      39,500       34,000       28,000       19,500
    2\1/2\        107.0       76,000       12,500        6,300       25,500       22,000        18,000        12,500      23,000      11,500      45,500       39,500       32,500       23,000
    2\5/8\        120.0       85,500       14,500        7,100       28,500       24,500        20,000        14,500      25,500      13,000      51,500       44,500       36,500       25,500
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------


[[Page 234]]


               Table H-19--Safe Working Loads for Shackles
                        [In tons of 2,000 pounds]
------------------------------------------------------------------------
                                                      Pin        Safe
              Material size (inches                diameter     working
                                                   (inches)      load
------------------------------------------------------------------------
\1/2\...........................................       \5/8\         1.4
\5/8\...........................................       \3/4\         2.2
\3/4\...........................................       \7/8\         3.2
\7/8\...........................................           1         4.3
1...............................................      1\1/8\         5.6
1\1/8\..........................................      1\1/4\         6.7
1\1/4\..........................................      1\3/8\         8.2
1\3/8\..........................................      1\1/2\        10.0
1\1/2\..........................................      1\5/8\        11.9
1\3/4\..........................................           2        16.2
2...............................................      2\1/4\        21.2
------------------------------------------------------------------------


        Table H-20--Number and Spacing of U-Bolt Wire Rope Clips
------------------------------------------------------------------------
                                            Number of clips
   Improved plow steel, rope diameter    --------------------   Minimum
                (inches)                    Drop      Other     spacing
                                           forged   material   (inches)
------------------------------------------------------------------------
\1/2\...................................         3         4           3
\5/8\...................................         3         4      3\3/4\
\3/4\...................................         4         5      4\1/2\
\7/8\...................................         4         5      5\1/4\
1.......................................         5         6           6
1\1/8\..................................         6         6      6\3/4\
1\1/4\..................................         6         7      7\1/2\
1\3/8\..................................         7         7      8\1/4\
1\1/2\..................................         7         8           9
------------------------------------------------------------------------


[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35173, June 30, 1993]



Sec. 1926.252  Disposal of waste materials.

    (a) Whenever materials are dropped more than 20 feet to any point 
lying outside the exterior walls of the building, an enclosed chute of 
wood, or equivalent material, shall be used. For the purpose of this 
paragraph, an enclosed chute is a slide, closed in on all sides, through 
which material is moved from a high place to a lower one.
    (b) When debris is dropped through holes in the floor without the 
use of chutes, the area onto which the material is dropped shall be 
completely enclosed with barricades not less than 42 inches high and not 
less than 6 feet back from the projected edge of the opening above. 
Signs warning of the hazard of falling materials shall be posted at each 
level. Removal shall not be permitted in this lower area until debris 
handling ceases above.
    (c) All scrap lumber, waste material, and rubbish shall be removed 
from the immediate work area as the work progresses.
    (d) Disposal of waste material or debris by burning shall comply 
with local fire regulations.
    (e) All solvent waste, oily rags, and flammable liquids shall be 
kept in fire resistant covered containers until removed from worksite.



                     Subpart I_Tools_Hand and Power

    Authority: Sections 4, 6, and 8 of the Occupational Safety and 
Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of Labor's Order 
No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), 9-83 (48 FR 35736), 1-90 (55 
FR 9033), or 5-2002 (67 FR 65008), as applicable; and 29 CFR part 1911. 
Section 1926.307 also issued under 5 U.S.C. 553.



Sec. 1926.300  General requirements.

    (a) Condition of tools. All hand and power tools and similar 
equipment, whether furnished by the employer or the employee, shall be 
maintained in a safe condition.
    (b) Guarding. (1) When power operated tools are designed to 
accommodate guards, they shall be equipped with such guards when in use.
    (2) Belts, gears, shafts, pulleys, sprockets, spindles, drums, fly 
wheels, chains, or other reciprocating, rotating or moving parts of 
equipment shall be guarded if such parts are exposed to contact by 
employees or otherwise create a hazard. Guarding shall meet the 
requirements as set forth in American National Standards Institute, 
B15.1-1953 (R1958), Safety Code for Mechanical Power-Transmission 
Apparatus.
    (3) Types of guarding. One or more methods of machine guarding shall 
be provided to protect the operator and other employees in the machine 
area from hazards such as those created by point of operation, ingoing 
nip points, rotating parts, flying chips and sparks. Examples of 
guarding methods are--barrier guards, two-hand tripping devices, 
electronic safety devices, etc.
    (4) Point of operation guarding. (i) Point of operation is the area 
on a machine where work is actually performed upon the material being 
processed.
    (ii) The point of operation of machines whose operation exposes an 
employee to injury, shall be guarded. The guarding device shall be in 
conformity

[[Page 235]]

with any appropriate standards therefor, or, in the absence of 
applicable specific standards, shall be so designed and constructed as 
to prevent the operator from having any part of his body in the danger 
zone during the operating cycle.
    (iii) Special handtools for placing and removing material shall be 
such as to permit easy handling of material without the operator placing 
a hand in the danger zone. Such tools shall not be in lieu of other 
guarding required by this section, but can only be used to supplement 
protection provided.
    (iv) The following are some of the machines which usually require 
point of operation guarding:
    (a) Guillotine cutters.
    (b) Shears.
    (c) Alligator shears.
    (d) Power presses.
    (e) Milling machines.
    (f) Power saws.
    (g) Jointers.
    (h) Portable power tools.
    (i) Forming rolls and calenders.
    (5) Exposure of blades. When the periphery of the blades of a fan is 
less than 7 feet (2.128 m) above the floor or working level, the blades 
shall be guarded. The guard shall have openings no larger than 1/2 inch 
(1.27 cm).
    (6) Anchoring fixed machinery. Machines designed for a fixed 
location shall be securely anchored to prevent walking or moving.
    (7) Guarding of abrasive wheel machinery--exposure adjustment. 
Safety guards of the types described in paragraphs (b) (8) and (9) of 
this section, where the operator stands in front of the opening, shall 
be constructed so that the peripheral protecting member can be adjusted 
to the constantly decreasing diameter of the wheel. The maximum angular 
exposure above the horizontal plane of the wheel spindle as specified in 
paragraphs (b) (8) and (9) of this section shall never be exceeded, and 
the distance between the wheel periphery and the adjustable tongue or 
the end of the peripheral member at the top shall never exceed \1/4\ 
inch (0.635 cm). (See Figures I-1 through I-6.)
[GRAPHIC] [TIFF OMITTED] TR07MR96.000

     Figure I-1 Figure I-2

     Correct

Showing adjustable tongue giving required angle protection for all sizes 
of wheel used.
[GRAPHIC] [TIFF OMITTED] TR07MR96.001

     Figure I-3 Figure I-4

 Correct

Showing movable guard with opening small enough to give required 
protection for the smallest size wheel used.
[GRAPHIC] [TIFF OMITTED] TR07MR96.002

     Figure I-5 Figure I-6

     Incorrect

Showing movable guard with size of opening correct for full size wheel 
but too large for smaller wheel.

    (8) Bench and floor stands. The angular exposure of the grinding 
wheel periphery and sides for safety guards used on machines known as 
bench and floor stands should not exceed 90[deg] or one-fourth of the 
periphery. This exposure shall begin at a point not more than 65[deg] 
above the horizontal plane of the wheel spindle. (See Figures I-7 and I-
8 and paragraph (b)(7) of this section.)
[GRAPHIC] [TIFF OMITTED] TR07MR96.003

     Figure I-7 Figure I-8

Wherever the nature of the work requires contact with the wheel below 
the horizontal plane of the spindle, the exposure

[[Page 236]]

shall not exceed 125[deg] (See Figures I-9 and I-10.)
[GRAPHIC] [TIFF OMITTED] TR07MR96.004

     Figure I-9 Figure I-10

    (9) Cylindrical grinders. The maximum angular exposure of the 
grinding wheel periphery and sides for safety guards used on cylindrical 
grinding machines shall not exceed 180[deg]. This exposure shall begin 
at a point not more than 65[deg] above the horizontal plane of the wheel 
spindle. (See Figures I-11 and I-12 and paragraph (b)(7) of this 
section.)
[GRAPHIC] [TIFF OMITTED] TR07MR96.005

     Figure I-11 Figure I-12

    (c) Personal protective equipment. Employees using hand and power 
tools and exposed to the hazard of falling, flying, abrasive, and 
splashing objects, or exposed to harmful dusts, fumes, mists, vapors, or 
gases shall be provided with the particular personal protective 
equipment necessary to protect them from the hazard. All personal 
protective equipment shall meet the requirements and be maintained 
according to subparts D and E of this part.
    (d) Switches. (1) All hand-held powered platen sanders, grinders 
with wheels 2-inch diameter or less, routers, planers, laminate 
trimmers, nibblers, shears, scroll saws, and jigsaws with blade shanks 
one-fourth of an inch wide or less may be equipped with only a positive 
``on-off'' control.
    (2) All hand-held powered drills, tappers, fastener drivers, 
horizontal, vertical, and angle grinders with wheels greater than 2 
inches in diameter, disc sanders, belt sanders, reciprocating saws, 
saber saws, and other similar operating powered tools shall be equipped 
with a momentary contact ``on-off'' control and may have a lock-on 
control provided that turnoff can be accomplished by a single motion of 
the same finger or fingers that turn it on.
    (3) All other hand-held powered tools, such as circular saws, chain 
saws, and percussion tools without positive accessory holding means, 
shall be equipped with a constant pressure switch that will shut off the 
power when the pressure is released.
    (4) The requirements of this paragraph shall become effective on 
July 15, 1972.
    (5) Exception: This paragraph does not apply to concrete vibrators, 
concrete breakers, powered tampers, jack hammers, rock drills, and 
similar hand operated power tools.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35175, June 30, 1993; 61 FR 9250, Mar. 7, 1996]



Sec. 1926.301  Hand tools.

    (a) Employers shall not issue or permit the use of unsafe hand 
tools.
    (b) Wrenches, including adjustable, pipe, end, and socket wrenches 
shall not be used when jaws are sprung to the point that slippage 
occurs.
    (c) Impact tools, such as drift pins, wedges, and chisels, shall be 
kept free of mushroomed heads.
    (d) The wooden handles of tools shall be kept free of splinters or 
cracks and shall be kept tight in the tool.



Sec. 1926.302  Power-operated hand tools.

    (a) Electric power-operated tools. (1) Electric power operated tools 
shall either be of the approved double-insulated type or grounded in 
accordance with subpart K of this part.
    (2) The use of electric cords for hoisting or lowering tools shall 
not be permitted.
    (b) Pneumatic power tools. (1) Pneumatic power tools shall be 
secured to the hose or whip by some positive means to prevent the tool 
from becoming accidentally disconnected.
    (2) Safety clips or retainers shall be securely installed and 
maintained on pneumatic impact (percussion) tools to prevent attachments 
from being accidentally expelled.
    (3) All pneumatically driven nailers, staplers, and other similar 
equipment provided with automatic fastener feed, which operate at more 
than 100 p.s.i. pressure at the tool shall have a safety

[[Page 237]]

device on the muzzle to prevent the tool from ejecting fasteners, unless 
the muzzle is in contact with the work surface.
    (4) Compressed air shall not be used for cleaning purposes except 
where reduced to less than 30 p.s.i. and then only with effective chip 
guarding and personal protective equipment which meets the requirements 
of subpart E of this part. The 30 p.s.i. requirement does not apply for 
concrete form, mill scale and similar cleaning purposes.
    (5) The manufacturer's safe operating pressure for hoses, pipes, 
valves, filters, and other fittings shall not be exceeded,
    (6) The use of hoses for hoisting or lowering tools shall not be 
permitted.
    (7) All hoses exceeding \1/2\-inch inside diameter shall have a 
safety device at the source of supply or branch line to reduce pressure 
in case of hose failure.
    (8) Airless spray guns of the type which atomize paints and fluids 
at high pressures (1,000 pounds or more per square inch) shall be 
equipped with automatic or visible manual safety devices which will 
prevent pulling of the trigger to prevent release of the paint or fluid 
until the safety device is manually released.
    (9) In lieu of the above, a diffuser nut which will prevent high 
pressure, high velocity release, while the nozzle tip is removed, plus a 
nozzle tip guard which will prevent the tip from coming into contact 
with the operator, or other equivalent protection, shall be provided.
    (10) Abrasive blast cleaning nozzles. The blast cleaning nozzles 
shall be equipped with an operating valve which must be held open 
manually. A support shall be provided on which the nozzle may be mounted 
when it is not in use.
    (c) Fuel powered tools. (1) All fuel powered tools shall be stopped 
while being refueled, serviced, or maintained, and fuel shall be 
transported, handled, and stored in accordance with subpart F of this 
part.
    (2) When fuel powered tools are used in enclosed spaces, the 
applicable requirements for concentrations of toxic gases and use of 
personal protective equipment, as outlined in subparts D and E of this 
part, shall apply.
    (d) Hydraulic power tools. (1) The fluid used in hydraulic powered 
tools shall be fire-resistant fluids approved under Schedule 30 of the 
U.S. Bureau of Mines, Department of the Interior, and shall retain its 
operating characteristics at the most extreme temperatures to which it 
will be exposed.
    (2) The manufacturer's safe operating pressures for hoses, valves, 
pipes, filters, and other fittings shall not be exceeded.
    (e) Powder-actuated tools. (1) Only employees who have been trained 
in the operation of the particular tool in use shall be allowed to 
operate a powder-actuated tool.
    (2) The tool shall be tested each day before loading to see that 
safety devices are in proper working condition. The method of testing 
shall be in accordance with the manufacturer's recommended procedure.
    (3) Any tool found not in proper working order, or that develops a 
defect during use, shall be immediately removed from service and not 
used until properly repaired.
    (4) Personal protective equipment shall be in accordance with 
subpart E of this part.
    (5) Tools shall not be loaded until just prior to the intended 
firing time. Neither loaded nor empty tools are to be pointed at any 
employees. Hands shall be kept clear of the open barrel end.
    (6) Loaded tools shall not be left unattended.
    (7) Fasteners shall not be driven into very hard or brittle 
materials including, but not limited to, cast iron, glazed tile, 
surface-hardened steel, glass block, live rock, face brick, or hollow 
tile.
    (8) Driving into materials easily penetrated shall be avoided unless 
such materials are backed by a substance that will prevent the pin or 
fastener from passing completely through and creating a flying missile 
hazard on the other side.
    (9) No fastener shall be driven into a spalled area caused by an 
unsatisfactory fastening.
    (10) Tools shall not be used in an explosive or flammable 
atmosphere.

[[Page 238]]

    (11) All tools shall be used with the correct shield, guard, or 
attachment recommended by the manufacturer.
    (12) Powder-actuated tools used by employees shall meet all other 
applicable requirements of American National Standards Institute, A10.3-
1970, Safety Requirements for Explosive-Actuated Fastening Tools.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35175, June 30, 1993]



Sec. 1926.303  Abrasive wheels and tools.

    (a) Power. All grinding machines shall be supplied with sufficient 
power to maintain the spindle speed at safe levels under all conditions 
of normal operation.
    (b) Guarding. (1) Grinding machines shall be equipped with safety 
guards in conformance with the requirements of American National 
Standards Institute, B7.1-1970, Safety Code for the Use, Care and 
Protection of Abrasive Wheels, and paragraph (d) of this section.
    (2) Guard design. The safety guard shall cover the spindle end, nut, 
and flange projections. The safety guard shall be mounted so as to 
maintain proper alignment with the wheel, and the strength of the 
fastenings shall exceed the strength of the guard, except:
    (i) Safety guards on all operations where the work provides a 
suitable measure of protection to the operator, may be so constructed 
that the spindle end, nut, and outer flange are exposed; and where the 
nature of the work is such as to entirely cover the side of the wheel, 
the side covers of the guard may be omitted; and
    (ii) The spindle end, nut, and outer flange may be exposed on 
machines designed as portable saws.
    (c) Use of abrasive wheels. (1) Floor stand and bench mounted 
abrasive wheels, used for external grinding, shall be provided with 
safety guards (protection hoods). The maximum angular exposure of the 
grinding wheel periphery and sides shall be not more than 90[deg], 
except that when work requires contact with the wheel below the 
horizontal plane of the spindle, the angular exposure shall not exceed 
125[deg]. In either case, the exposure shall begin not more than 65[deg] 
above the horizontal plane of the spindle. Safety guards shall be strong 
enough to withstand the effect of a bursting wheel.
    (2) Floor and bench-mounted grinders shall be provided with work 
rests which are rigidly supported and readily adjustable. Such work 
rests shall be kept at a distance not to exceed one-eighth inch from the 
surface of the wheel.
    (3) Cup type wheels used for external grinding shall be protected by 
either a revolving cup guard or a band type guard in accordance with the 
provisions of the American National Standards Institute, B7.1-1970 
Safety Code for the Use, Care, and Protection of Abrasive Wheels. All 
other portable abrasive wheels used for external grinding, shall be 
provided with safety guards (protection hoods) meeting the requirements 
of paragraph (c)(5) of this section, except as follows:
    (i) When the work location makes it impossible, a wheel equipped 
with safety flanges, as described in paragraph (c)(6) of this section, 
shall be used;
    (ii) When wheels 2 inches or less in diameter which are securely 
mounted on the end of a steel mandrel are used.
    (4) Portable abrasive wheels used for internal grinding shall be 
provided with safety flanges (protection flanges) meeting the 
requirements of paragraph (c)(6) of this section, except as follows:
    (i) When wheels 2 inches or less in diameter which are securely 
mounted on the end of a steel mandrel are used;
    (ii) If the wheel is entirely within the work being ground while in 
use.
    (5) When safety guards are required, they shall be so mounted as to 
maintain proper alignment with the wheel, and the guard and its 
fastenings shall be of sufficient strength to retain fragments of the 
wheel in case of accidental breakage. The maximum angular exposure of 
the grinding wheel periphery and sides shall not exceed 180[deg].
    (6) When safety flanges are required, they shall be used only with 
wheels designed to fit the flanges. Only safety flanges, of a type and 
design and properly assembled so as to ensure that the pieces of the 
wheel will be retained in case of accidental breakage, shall be used.
    (7) All abrasive wheels shall be closely inspected and ring-tested 
before

[[Page 239]]

mounting to ensure that they are free from cracks or defects.
    (8) Grinding wheels shall fit freely on the spindle and shall not be 
forced on. The spindle nut shall be tightened only enough to hold the 
wheel in place.
    (9) All employees using abrasive wheels shall be protected by eye 
protection equipment in accordance with the requirements of subpart E of 
this part, except when adequate eye protection is afforded by eye 
shields which are permanently attached to the bench or floor stand.
    (d) Other requirements. All abrasive wheels and tools used by 
employees shall meet other applicable requirements of American National 
Standards Institute, B7.1-1970, Safety Code for the Use, Care and 
Protection of Abrasive Wheels.
    (e) Work rests. On offhand grinding machines, work rests shall be 
used to support the work. They shall be of rigid construction and 
designed to be adjustable to compensate for wheel wear. Work rests shall 
be kept adjusted closely to the wheel with a maximum opening of \1/8\ 
inch (0.3175 cm) to prevent the work from being jammed between the wheel 
and the rest, which may cause wheel breakage. The work rest shall be 
securely clamped after each adjustment. The adjustment shall not be made 
with the wheel in motion.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35175, June 30, 1993]



Sec. 1926.304  Woodworking tools.

    (a) Disconnect switches. All fixed power driven woodworking tools 
shall be provided with a disconnect switch that can either be locked or 
tagged in the off position.
    (b) Speeds. The operating speed shall be etched or otherwise 
permanently marked on all circular saws over 20 inches in diameter or 
operating at over 10,000 peripheral feet per minute. Any saw so marked 
shall not be operated at a speed other than that marked on the blade. 
When a marked saw is retensioned for a different speed, the marking 
shall be corrected to show the new speed.
    (c) Self-feed. Automatic feeding devices shall be installed on 
machines whenever the nature of the work will permit. Feeder attachments 
shall have the feed rolls or other moving parts covered or guarded so as 
to protect the operator from hazardous points.
    (d) Guarding. All portable, power-driven circular saws shall be 
equipped with guards above and below the base plate or shoe. The upper 
guard shall cover the saw to the depth of the teeth, except for the 
minimum arc required to permit the base to be tilted for bevel cuts. The 
lower guard shall cover the saw to the depth of the teeth, except for 
the minimum arc required to allow proper retraction and contact with the 
work. When the tool is withdrawn from the work, the lower guard shall 
automatically and instantly return to the covering position.
    (e) Personal protective equipment. All personal protective equipment 
provided for use shall conform to subpart E of this part.
    (f) Other requirements. All woodworking tools and machinery shall 
meet other applicable requirements of American National Standards 
Institute, 01.1-1961, Safety Code for Woodworking Machinery.
    (g) Radial saws. (1) The upper hood shall completely enclose the 
upper portion of the blade down to a point that will include the end of 
the saw arbor. The upper hood shall be constructed in such a manner and 
of such material that it will protect the operator from flying 
splinters, broken saw teeth, etc., and will deflect sawdust away from 
the operator. The sides of the lower exposed portion of the blade shall 
be guarded to the full diameter of the blade by a device that will 
automatically adjust itself to the thickness of the stock and remain in 
contact with stock being cut to give maximum protection possible for the 
operation being performed.
    (h) Hand-fed crosscut table saws. (1) Each circular crosscut table 
saw shall be guarded by a hood which shall meet all the requirements of 
paragraph (i)(1) of this section for hoods for circular ripsaws.
    (i) Hand-fed ripsaws. (1) Each circular hand-fed ripsaw shall be 
guarded by a hood which shall completely enclose that portion of the saw 
above the table and that portion of the saw above the material being 
cut. The hood and mounting shall be arranged so that the

[[Page 240]]

hood will automatically adjust itself to the thickness of and remain in 
contact with the material being cut but it shall not offer any 
considerable resistance to insertion of material to saw or to passage of 
the material being sawed. The hood shall be made of adequate strength to 
resist blows and strains incidental to reasonable operation, adjusting, 
and handling, and shall be so designed as to protect the operator from 
flying splinters and broken saw teeth. It shall be made of material that 
is soft enough so that it will be unlikely to cause tooth breakage. The 
hood shall be so mounted as to insure that its operation will be 
positive, reliable, and in true alignment with the saw; and the mounting 
shall be adequate in strength to resist any reasonable side thrust or 
other force tending to throw it out of line.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35175, June 30, 1993; 61 FR 9251, Mar. 7, 1996]



Sec. 1926.305  Jacks--lever and ratchet, screw, and hydraulic.

    (a) General requirements. (1) The manufacturer's rated capacity 
shall be legibly marked on all jacks and shall not be exceeded.
    (2) All jacks shall have a positive stop to prevent overtravel.
    (b) [Reserved]
    (c) Blocking. When it is necessary to provide a firm foundation, the 
base of the jack shall be blocked or cribbed. Where there is a 
possibility of slippage of the metal cap of the jack, a wood block shall 
be placed between the cap and the load.
    (d)(1) Operation and maintenance. (i) After the load has been 
raised, it shall be cribbed, blocked, or otherwise secured at once.
    (ii) Hydraulic jacks exposed to freezing temperatures shall be 
supplied with an adequate antifreeze liquid.
    (iii) All jacks shall be properly lubricated at regular intervals.
    (iv) Each jack shall be thoroughly inspected at times which depend 
upon the service conditions. Inspections shall be not less frequent than 
the following:
    (a) For constant or intermittent use at one locality, once every 6 
months,
    (b) For jacks sent out of shop for special work, when sent out and 
when returned,
    (c) For a jack subjected to abnormal load or shock, immediately 
before and immediately thereafter.
    (v) Repair or replacement parts shall be examined for possible 
defects.
    (vi) Jacks which are out of order shall be tagged accordingly, and 
shall not be used until repairs are made.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 55 
FR 42328, Oct. 18, 1990; 58 FR 35176, June 30, 1993]



Sec. 1926.306  Air receivers.

    (a) General requirements--(1) Application. This section applies to 
compressed air receivers, and other equipment used in providing and 
utilizing compressed air for performing operations such as cleaning, 
drilling, hoisting, and chipping. On the other hand, however, this 
section does not deal with the special problems created by using 
compressed air to convey materials nor the problems created when men 
work in compressed air as in tunnels and caissons. This section is not 
intended to apply to compressed air machinery and equipment used on 
transportation vehicles such as steam railroad cars, electric railway 
cars, and automotive equipment.
    (2) New and existing equipment. (i) All new air receivers installed 
after the effective date of these regulations shall be constructed in 
accordance with the 1968 edition of the A.S.M.E. Boiler and Pressure 
Vessel Code Section VIII.
    (ii) All safety valves used shall be constructed, installed, and 
maintained in accordance with the A.S.M.E. Boiler and Pressure Vessel 
Code, Section VIII Edition 1968.
    (b) Installation and equipment requirements--(1) Installation. Air 
receivers shall be so installed that all drains, handholes, and manholes 
therein are easily accessible. Under no circumstances shall an air 
receiver be buried underground or located in an inaccessible place.
    (2) Drains and traps. A drain pipe and valve shall be installed at 
the lowest point of every air receiver to provide for the removal of 
accumulated oil and water. Adequate automatic traps may be installed in 
addition to drain valves.

[[Page 241]]

The drain valve on the air receiver shall be opened and the receiver 
completely drained frequently and at such intervals as to prevent the 
accumulation of excessive amounts of liquid in the receiver.
    (3) Gages and valves. (i) Every air receiver shall be equipped with 
an indicating pressure gage (so located as to be readily visible) and 
with one or more spring-loaded safety valves. The total relieving 
capacity of such safety valves shall be such as to prevent pressure in 
the receiver from exceeding the maximum allowable working pressure of 
the receiver by more than 10 percent.
    (ii) No valve of any type shall be placed between the air receiver 
and its safety valve or valves.
    (iii) Safety appliances, such as safety valves, indicating devices 
and controlling devices, shall be constructed, located, and installed so 
that they cannot be readily rendered inoperative by any means, including 
the elements.
    (iv) All safety valves shall be tested frequently and at regular 
intervals to determine whether they are in good operating condition.

[58 FR 35176, June 30, 1993]



Sec. 1926.307  Mechanical power-transmission apparatus.

    (a) General requirements. (1) This section covers all types and 
shapes of power-transmission belts, except the following when operating 
at two hundred and fifty (250) feet per minute or less: (i) Flat belts 1 
inch (2.54 cm) or less in width, (ii) flat belts 2 inches (5.08 cm) or 
less in width which are free from metal lacings or fasteners, (iii) 
round belts \1/2\ inch (1.27 cm) or less in diameter; and (iv) single 
strand V-belts, the width of which is thirteen thirty-seconds (\13/32\) 
inch or less.
    (2) Vertical and inclined belts (paragraphs (e) (3) and (4) of this 
section) if not more than 2\1/2\ inches (6.35 cm) wide and running at a 
speed of less than one thousand (1,000) feet per minute, and if free 
from metal lacings or fastenings may be guarded with a nip-point belt 
and pulley guard.
    (3) For the Textile Industry, because of the presence of excessive 
deposits of lint, which constitute a serious fire hazard, the sides and 
face sections only of nip-point belt and pulley guards are required, 
provided the guard shall extend at least 6 inches (15.24 cm) beyond the 
rim of the pulley on the in-running and off-running sides of the belt 
and at least 2 inches (5.08 cm) away from the rim and face of the pulley 
in all other directions.
    (4) This section covers the principal features with which power 
transmission safeguards shall comply.
    (b) Prime-mover guards--(1) Flywheels. Flywheels located so that any 
part is 7 feet (2.128 m) or less above floor or platform shall be 
guarded in accordance with the requirements of this subparagraph:
    (i) With an enclosure of sheet, perforated, or expanded metal, or 
woven wire;
    (ii) With guard rails placed not less than 15 inches (38.1 cm) nor 
more than 20 inches (50.8 cm) from rim. When flywheel extends into pit 
or is within 12 inches (30.48 cm) of floor, a standard toeboard shall 
also be provided;
    (iii) When the upper rim of flywheel protrudes through a working 
floor, it shall be entirely enclosed or surrounded by a guardrail and 
toeboard.
    (iv) For flywheels with smooth rims 5 feet (1.52 m) or less in 
diameter, where the preceding methods cannot be applied, the following 
may be used: A disk attached to the flywheel in such manner as to cover 
the spokes of the wheel on the exposed side and present a smooth surface 
and edge, at the same time providing means for periodic inspection. An 
open space, not exceeding 4 inches (10.16 cm) in width, may be left 
between the outside edge of the disk and the rim of the wheel if 
desired, to facilitate turning the wheel over. Where a disk is used, the 
keys or other dangerous projections not covered by disk shall be cut off 
or covered. This subdivision does not apply to flywheels with solid web 
centers.
    (v) Adjustable guard to be used for starting engine or for running 
adjustment may be provided at the flywheel of gas or oil engines. A slot 
opening for jack bar will be permitted.
    (vi) Wherever flywheels are above working areas, guards shall be 
installed having sufficient strength to hold the weight of the flywheel 
in the

[[Page 242]]

event of a shaft or wheel mounting failure.
    (2) Cranks and connecting rods. Cranks and connecting rods, when 
exposed to contact, shall be guarded in accordance with paragraphs (m) 
and (n) of this section, or by a guardrail as described in paragraph 
(o)(5) of this section.
    (3) Tail rods or extension piston rods. Tail rods or extension 
piston rods shall be guarded in accordance with paragraphs (m) and (o) 
of this section, or by a guardrail on sides and end, with a clearance of 
not less than 15 (38.1 cm) nor more than 20 inches (50.8 cm) when rod is 
fully extended.
    (c) Shafting--(1) Installation. (i) Each continuous line of shafting 
shall be secured in position against excessive endwise movement.
    (ii) Inclined and vertical shafts, particularly inclined idler 
shafts, shall be securely held in position against endwise thrust.
    (2) Guarding horizontal shafting. (i) All exposed parts of 
horizontal shafting 7 feet (2.128 m) or less from floor or working 
platform, excepting runways used exclusively for oiling, or running 
adjustments, shall be protected by a stationary casing enclosing 
shafting completely or by a trough enclosing sides and top or sides and 
bottom of shafting as location requires.
    (ii) Shafting under bench machines shall be enclosed by a stationary 
casing, or by a trough at sides and top or sides and bottom, as location 
requires. The sides of the trough shall come within at least 6 inches 
(15.24 cm) of the underside of table, or if shafting is located near 
floor within 6 inches (15.24 cm) of floor. In every case the sides of 
trough shall extend at least 2 inches (5.08 cm) beyond the shafting or 
protuberance.
    (3) Guarding vertical and inclined shafting. Vertical and inclined 
shafting 7 feet (2.128 m) or less from floor or working platform, 
excepting maintenance runways, shall be enclosed with a stationary 
casing in accordance with requirements of paragraphs (m) and (o) of this 
section.
    (4) Projecting shaft ends. (i) Projecting shaft ends shall present a 
smooth edge and end and shall not project more than one-half the 
diameter of the shaft unless guarded by nonrotating caps or safety 
sleeves.
    (ii) Unused keyways shall be filled up or covered.
    (5) Power-transmission apparatus located in basements. All 
mechanical power transmission apparatus located in basements, towers, 
and rooms used exclusively for power transmission equipment shall be 
guarded in accordance with this section, except that the requirements 
for safeguarding belts, pulleys, and shafting need not be complied with 
when the following requirements are met:
    (i) The basement, tower, or room occupied by transmission equipment 
is locked against unauthorized entrance.
    (ii) The vertical clearance in passageways between the floor and 
power transmission beams, ceiling, or any other objects, is not less 
than 5 ft. 6 in. (1.672 m).
    (iii) The intensity of illumination conforms to the requirements of 
ANSI A11.1-1965 (R-1970).
    (iv) [Reserved]
    (v) The route followed by the oiler is protected in such manner as 
to prevent accident.
    (d) Pulleys--(1) Guarding. Pulleys, any parts of which are 7 feet 
(2.128 m) or less from the floor or working platform, shall be guarded 
in accordance with the standards specified in paragraphs (m) and (o) of 
this section. Pulleys serving as balance wheels (e.g., punch presses) on 
which the point of contact between belt and pulley is more than 6 ft. 6 
in. (1.976 m) from the floor or platform may be guarded with a disk 
covering the spokes.
    (2) Location of pulleys. (i) Unless the distance to the nearest 
fixed pulley, clutch, or hanger exceeds the width of the belt used, a 
guide shall be provided to prevent the belt from leaving the pulley on 
the side where insufficient clearance exists.
    (ii) [Reserved]
    (3) Broken pulleys. Pulleys with cracks, or pieces broken out of 
rims, shall not be used.
    (4) Pulley speeds. Pulleys intended to operate at rim speed in 
excess of manufacturers normal recommendations shall be specially 
designed and carefully balanced for the speed at which they are to 
operate.

[[Page 243]]

    (e) Belt, rope, and chain drives--(1) Horizontal belts and ropes. 
(i) Where both runs of horizontal belts are 7 feet (2.128 m) or less 
from the floor level, the guard shall extend to at least 15 inches (38.1 
cm) above the belt or to a standard height except that where both runs 
of a horizontal belt are 42 inches (106.68 cm) or less from the floor, 
the belt shall be fully enclosed.
    (ii) In powerplants or power-development rooms, a guardrail may be 
used in lieu of the guard required by paragraph (e)(1)(i) of this 
section.
    (2) Overhead horizontal belts. (i) Overhead horizontal belts, with 
lower parts 7 feet (2.128 m) or less from the floor or platform, shall 
be guarded on sides and bottom in accordance with paragraph (o)(3) of 
this section.
    (ii) Horizontal overhead belts more than 7 feet (2.128 m) above 
floor or platform shall be guarded for their entire length under the 
following conditions:
    (a) If located over passageways or work places and traveling 1,800 
feet or more per minute.
    (b) If center to center distance between pulleys is 10 feet (3.04 m) 
or more.
    (c) If belt is 8 inches (20.32 cm) or more in width.
    (iii) Where the upper and lower runs of horizontal belts are so 
located that passage of persons between them would be possible, the 
passage shall be either:
    (a) Completely barred by a guardrail or other barrier in accordance 
with paragraphs (m) and (o) of this section; or
    (b) Where passage is regarded as necessary, there shall be a 
platform over the lower run guarded on either side by a railing 
completely filled in with wire mesh or other filler, or by a solid 
barrier. The upper run shall be so guarded as to prevent contact 
therewith either by the worker or by objects carried by him. In 
powerplants only the lower run of the belt need be guarded.
    (iv) Overhead chain and link belt drives are governed by the same 
rules as overhead horizontal belts and shall be guarded in the same 
manner as belts.
    (3) Vertical and inclined belts. (i) Vertical and inclined belts 
shall be enclosed by a guard conforming to standards in paragraphs (m) 
and (o) of this section.
    (ii) All guards for inclined belts shall be arranged in such a 
manner that a minimum clearance of 7 feet (2.128 m) is maintained 
between belt and floor at any point outside of guard.
    (4) Vertical belts. Vertical belts running over a lower pulley more 
than 7 feet (2.128 m) above floor or platform shall be guarded at the 
bottom in the same manner as horizontal overhead belts, if conditions 
are as stated in paragraphs (e)(2)(ii) (a) and (c) of this section.
    (5) Cone-pulley belts. (i) The cone belt and pulley shall be 
equipped with a belt shifter so constructed as to adequately guard the 
nip point of the belt and pulley. If the frame of the belt shifter does 
not adequately guard the nip point of the belt and pulley, the nip point 
shall be further protected by means of a vertical guard placed in front 
of the pulley and extending at least to the top of the largest step of 
the cone.
    (ii) If the belt is of the endless type or laced with rawhide laces, 
and a belt shifter is not desired, the belt will be considered guarded 
if the nip point of the belt and pulley is protected by a nip point 
guard located in front of the cone extending at least to the top of the 
largest step of the cone, and formed to show the contour of the cone in 
order to give the nip point of the belt and pulley the maximum 
protection.
    (iii) If the cone is located less than 3 feet (0.912 m) from the 
floor or working platform, the cone pulley and belt shall be guarded to 
a height of 3 feet (0.912 m) regardless of whether the belt is endless 
or laced with rawhide.
    (6) Belt tighteners. (i) Suspended counterbalanced tighteners and 
all parts thereof shall be of substantial construction and securely 
fastened; the bearings shall be securely capped. Means must be provided 
to prevent tightener from falling, in case the belt breaks.
    (ii) Where suspended counterweights are used and not guarded by 
location, they shall be so encased as to prevent accident.
    (f) Gears, sprockets, and chains--(1) Gears. Gears shall be guarded 
in accordance with one of the following methods:

[[Page 244]]

    (i) By a complete enclosure; or
    (ii) By a standard guard as described in paragraph (o) of this 
section, at least 7 feet (2.128 m) high extending 6 inches (15.24 cm) 
above the mesh point of the gears; or
    (iii) By a band guard covering the face of gear and having flanges 
extended inward beyond the root of the teeth on the exposed side or 
sides. Where any portion of the train of gears guarded by a band guard 
is less than 6 feet (1.824 m) from the floor a disk guard or a complete 
enclosure to the height of 6 feet (1.824 m) shall be required.
    (2) Hand-operated gears. Paragraph (f)(1) of this section does not 
apply to hand-operated gears used only to adjust machine parts and which 
do not continue to move after hand power is removed. However, the 
guarding of these gears is highly recommended.
    (3) Sprockets and chains. All sprocket wheels and chains shall be 
enclosed unless they are more than 7 feet (2.128 m) above the floor or 
platform. Where the drive extends over other machine or working areas, 
protection against falling shall be provided. This subparagraph does not 
apply to manually operated sprockets.
    (4) Openings for oiling. When frequent oiling must be done, openings 
with hinged or sliding self-closing covers shall be provided. All points 
not readily accessible shall have oil feed tubes if lubricant is to be 
added while machinery is in motion.
    (g) Guarding friction drives. The driving point of all friction 
drives when exposed to contact shall be guarded, all arm or spoke 
friction drives and all web friction drives with holes in the web shall 
be entirely enclosed, and all projecting belts on friction drives where 
exposed to contact shall be guarded.
    (h) Keys, setscrews, and other projections. (1) All projecting keys, 
setscrews, and other projections in revolving parts shall be removed or 
made flush or guarded by metal cover. This subparagraph does not apply 
to keys or setscrews within gear or sprocket casings or other 
enclosures, nor to keys, setscrews, or oilcups in hubs of pulleys less 
than 20 inches (50.8 cm) in diameter where they are within the plane of 
the rim of the pulley.
    (2) It is recommended, however, that no projecting setscrews or 
oilcups be used in any revolving pulley or part of machinery.
    (i) Collars and couplings--(1) Collars. All revolving collars, 
including split collars, shall be cylindrical, and screws or bolts used 
in collars shall not project beyond the largest periphery of the collar.
    (2) Couplings. Shaft couplings shall be so constructed as to present 
no hazard from bolts, nuts, setscrews, or revolving surfaces. Bolts, 
nuts, and setscrews will, however, be permitted where they are covered 
with safety sleeves or where they are used parallel with the shafting 
and are countersunk or else do not extend beyond the flange of the 
coupling.
    (j) Bearings and facilities for oiling. All drip cups and pans shall 
be securely fastened.
    (k) Guarding of clutches, cutoff couplings, and clutch pulleys--(1) 
Guards. Clutches, cutoff couplings, or clutch pulleys having projecting 
parts, where such clutches are located 7 feet (2.128 m) or less above 
the floor or working platform, shall be enclosed by a stationary guard 
constructed in accordance with this section. A ``U'' type guard is 
permissible.
    (2) Engine rooms. In engine rooms a guardrail, preferably with 
toeboard, may be used instead of the guard required by paragraph (k)(1) 
of this section, provided such a room is occupied only by engine room 
attendants.
    (l) Belt shifters, clutches, shippers, poles, perches, and 
fasteners--(1) Belt shifters. (i) Tight and loose pulleys on all new 
installations made on or after August 31, 1971, shall be equipped with a 
permanent belt shifter provided with mechanical means to prevent belt 
from creeping from loose to tight pulley. It is recommended that old 
installations be changed to conform to this rule.
    (ii) Belt shifter and clutch handles shall be rounded and be located 
as far as possible from danger of accidental contact, but within easy 
reach of the operator. Where belt shifters are not directly located over 
a machine or bench, the handles shall be cut off 6 ft. 6 in. (1.976 m) 
above floor level.

[[Page 245]]

    (2) Belt shippers and shipper poles. The use of belt poles as 
substitutes for mechanical shifters is not recommended.
    (3) Belt perches. Where loose pulleys or idlers are not practicable, 
belt perches in form of brackets, rollers, etc., shall be used to keep 
idle belts away from the shafts.
    (4) Belt fasteners. Belts which of necessity must be shifted by hand 
and belts within 7 feet (2.128 m) of the floor or working platform which 
are not guarded in accordance with this section shall not be fastened 
with metal in any case, nor with any other fastening which by 
construction or wear will constitute an accident hazard.
    (m) Standard guards--general requirements--(1) Materials. (i) 
Standard conditions shall be secured by the use of the following 
materials. Expanded metal, perforated or solid sheet metal, wire mesh on 
a frame of angle iron, or iron pipe securely fastened to floor or to 
frame of machine.
    (ii) All metal should be free from burrs and sharp edges.
    (2) Methods of manufacture. (i) Expanded metal, sheet or perforated 
metal, and wire mesh shall be securely fastened to frame.
    (n) [Reserved]
    (o) Approved materials--(1) Minimum requirements. The materials and 
dimensions specified in this paragraph shall apply to all guards, except 
horizontal overhead belts, rope, cable, or chain guards more than 7 feet 
(2.128 m) above floor, or platform.
    (i) [Reserved]
    (a) All guards shall be rigidly braced every 3 feet (0.912 m) or 
fractional part of their height to some fixed part of machinery or 
building structure. Where guard is exposed to contact with moving 
equipment additional strength may be necessary.
    (2) Wood guards. (i) Wood guards may be used in the woodworking and 
chemical industries, in industries where the presence of fumes or where 
manufacturing conditions would cause the rapid deterioration of metal 
guards; also in construction work and in locations outdoors where 
extreme cold or extreme heat make metal guards and railings undesirable. 
In all other industries, wood guards shall not be used.
    (3) Guards for horizontal overhead belts. (i) Guards for horizontal 
overhead belts shall run the entire length of the belt and follow the 
line of the pulley to the ceiling or be carried to the nearest wall, 
thus enclosing the belt effectively. Where belts are so located as to 
make it impracticable to carry the guard to wall or ceiling, 
construction of guard shall be such as to enclose completely the top and 
bottom runs of belt and the face of pulleys.
    (ii) [Reserved]
    (iii) Suitable reinforcement shall be provided for the ceiling 
rafters or overhead floor beams, where such is necessary, to sustain 
safely the weight and stress likely to be imposed by the guard. The 
interior surface of all guards, by which is meant the surface of the 
guard with which a belt will come in contact, shall be smooth and free 
from all projections of any character, except where construction demands 
it; protruding shallow roundhead rivets may be used. Overhead belt 
guards shall be at least one-quarter wider than belt which they protect, 
except that this clearance need not in any case exceed 6 inches (15.24 
cm) on each side. Overhead rope drive and block and roller-chain-drive 
guards shall be not less than 6 inches (15.24 cm) wider than the drive 
on each side. In overhead silent chain-drive guards where the chain is 
held from lateral displacement on the sprockets, the side clearances 
required on drives of 20 inch (50.8 cm) centers or under shall be not 
less than \1/4\ inch (0.635 cm) from the nearest moving chain part, and 
on drives of over 20 inch (50.8 cm) centers a minimum of \1/2\ inch 
(1.27 cm) from the nearest moving chain part.
    (4) Guards for horizontal overhead rope and chain drives. Overhead-
rope and chain-drive guard construction shall conform to the rules for 
overhead-belt guard.
    (5) Guardrails and toeboards. (i) Guardrail shall be 42 inches 
(106.68 cm) in height, with midrail between top rail and floor.
    (ii) Posts shall be not more than 8 feet (2.432 m) apart; they are 
to be permanent and substantial, smooth, and free from protruding nails, 
bolts, and splinters. If made of pipe, the post shall be 1\1/4\ inches 
(3.175 cm) inside diameter,

[[Page 246]]

or larger. If made of metal shapes or bars, their section shall be equal 
in strength to that of 1\1/2\ (3.81 cm) by 1\1/2\ (3.81 cm) by \3/16\ 
inch angle iron. If made of wood, the posts shall be two by four (2 x 4) 
inches or larger. The upper rail shall be two by four (2 x 4) inches, or 
two one by four (1 x 4) strips, one at the top and one at the side of 
posts. The midrail may be one by four (1 x 4) inches or more. Where 
panels are fitted with expanded metal or wire mesh the middle rails may 
be omitted. Where guard is exposed to contact with moving equipment, 
additional strength may be necessary.
    (iii) Toeboards shall be 4 inches (10.16 cm) or more in height, of 
wood, metal, or of metal grill not exceeding 1 inch (2.54 cm) mesh.
    (p) Care of equipment--(1) General. All power-transmission equipment 
shall be inspected at intervals not exceeding 60 days and be kept in 
good working condition at all times.
    (2) Shafting. (i) Shafting shall be kept in alignment, free from 
rust and excess oil or grease.
    (ii) Where explosives, explosive dusts, flammable vapors or 
flammable liquids exist, the hazard of static sparks from shafting shall 
be carefully considered.
    (3) Bearings. Bearings shall be kept in alignment and properly 
adjusted.
    (4) Hangers. Hangers shall be inspected to make certain that all 
supporting bolts and screws are tight and that supports of hanger boxes 
are adjusted properly.
    (5) Pulleys. (i) Pulleys shall be kept in proper alignment to 
prevent belts from running off.
    (6) Care of belts.
    (i) [Reserved]
    (ii) Inspection shall be made of belts, lacings, and fasteners and 
such equipment kept in good repair.
    (7) Lubrication. The regular oilers shall wear tight-fitting 
clothing. Machinery shall be oiled when not in motion, wherever 
possible.

[58 FR 35176, June 30, 1993, as amended at 69 FR 31882, June 8, 2004]



                      Subpart J_Welding and Cutting

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); secs. 4, 6, 8, Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of 
Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), or 9-83 (48 FR 
35736), as applicable.



Sec. 1926.350  Gas welding and cutting.

    (a) Transporting, moving, and storing compressed gas cylinders. (1) 
Valve protection caps shall be in place and secured.
    (2) When cylinders are hoisted, they shall be secured on a cradle, 
slingboard, or pallet. They shall not be hoisted or transported by means 
of magnets or choker slings.
    (3) Cylinders shall be moved by tilting and rolling them on their 
bottom edges. They shall not be intentionally dropped, struck, or 
permitted to strike each other violently.
    (4) When cylinders are transported by powered vehicles, they shall 
be secured in a vertical position.
    (5) Valve protection caps shall not be used for lifting cylinders 
from one vertical position to another. Bars shall not be used under 
valves or valve protection caps to pry cylinders loose when frozen. 
Warm, not boiling, water shall be used to thaw cylinders loose.
    (6) Unless cylinders are firmly secured on a special carrier 
intended for this purpose, regulators shall be removed and valve 
protection caps put in place before cylinders are moved.
    (7) A suitable cylinder truck, chain, or other steadying device 
shall be used to keep cylinders from being knocked over while in use.
    (8) When work is finished, when cylinders are empty, or when 
cylinders are moved at any time, the cylinder valve shall be closed.
    (9) Compressed gas cylinders shall be secured in an upright position 
at all times except, if necessary, for short periods of time while 
cylinders are actually being hoisted or carried.
    (10) Oxygen cylinders in storage shall be separated from fuel-gas 
cylinders or combustible materials (especially oil or grease), a minimum 
distance of 20 feet (6.1 m) or by a noncombustible barrier at least 5 
feet (1.5 m) high having a fire-resistance rating of at least one-half 
hour.
    (11) Inside of buildings, cylinders shall be stored in a well-
protected, well-ventilated, dry location, at least 20 feet (6.1 m) from 
highly combustible

[[Page 247]]

materials such as oil or excelsior. Cylinders should be stored in 
definitely assigned places away from elevators, stairs, or gangways. 
Assigned storage places shall be located where cylinders will not be 
knocked over or damaged by passing or falling objects, or subject to 
tampering by unauthorized persons. Cylinders shall not be kept in 
unventilated enclosures such as lockers and cupboards.
    (12) The in-plant handling, storage, and utilization of all 
compressed gases in cylinders, portable tanks, rail tankcars, or motor 
vehicle cargo tanks shall be in accordance with Compressed Gas 
Association Pamphlet P-1-1965.
    (b) Placing cylinders. (1) Cylinders shall be kept far enough away 
from the actual welding or cutting operation so that sparks, hot slag, 
or flame will not reach them. When this is impractical, fire resistant 
shields shall be provided.
    (2) Cylinders shall be placed where they cannot become part of an 
electrical circuit. Electrodes shall not be struck against a cylinder to 
strike an arc.
    (3) Fuel gas cylinders shall be placed with valve end up whenever 
they are in use. They shall not be placed in a location where they would 
be subject to open flame, hot metal, or other sources of artificial 
heat.
    (4) Cylinders containing oxygen or acetylene or other fuel gas shall 
not be taken into confined spaces.
    (c) Treatment of cylinders. (1) Cylinders, whether full or empty, 
shall not be used as rollers or supports.
    (2) No person other than the gas supplier shall attempt to mix gases 
in a cylinder. No one except the owner of the cylinder or person 
authorized by him, shall refill a cylinder. No one shall use a 
cylinder's contents for purposes other than those intended by the 
supplier. All cylinders used shall meet the Department of Transportation 
requirements published in 49 CFR part 178, subpart C, Specification for 
Cylinders.
    (3) No damaged or defective cylinder shall be used.
    (d) Use of fuel gas. The employer shall thoroughly instruct 
employees in the safe use of fuel gas, as follows:
    (1) Before a regulator to a cylinder valve is connected, the valve 
shall be opened slightly and closed immediately. (This action is 
generally termed ``cracking'' and is intended to clear the valve of dust 
or dirt that might otherwise enter the regulator.) The person cracking 
the valve shall stand to one side of the outlet, not in front of it. The 
valve of a fuel gas cylinder shall not be cracked where the gas would 
reach welding work, sparks, flame, or other possible sources of 
ignition.
    (2) The cylinder valve shall always be opened slowly to prevent 
damage to the regulator. For quick closing, valves on fuel gas cylinders 
shall not be opened more than 1\1/2\ turns. When a special wrench is 
required, it shall be left in position on the stem of the valve while 
the cylinder is in use so that the fuel gas flow can be shut off quickly 
in case of an emergency. In the case of manifolded or coupled cylinders, 
at least one such wrench shall always be available for immediate use. 
Nothing shall be placed on top of a fuel gas cylinder, when in use, 
which may damage the safety device or interfere with the quick closing 
of the valve.
    (3) Fuel gas shall not be used from cylinders through torches or 
other devices which are equipped with shutoff valves without reducing 
the pressure through a suitable regulator attached to the cylinder valve 
or manifold.
    (4) Before a regulator is removed from a cylinder valve, the 
cylinder valve shall always be closed and the gas released from the 
regulator.
    (5) If, when the valve on a fuel gas cylinder is opened, there is 
found to be a leak around the valve stem, the valve shall be closed and 
the gland nut tightened. If this action does not stop the leak, the use 
of the cylinder shall be discontinued, and it shall be properly tagged 
and removed from the work area. In the event that fuel gas should leak 
from the cylinder valve, rather than from the valve stem, and the gas 
cannot be shut off, the cylinder shall be properly tagged and removed 
from the work area. If a regulator attached to a cylinder valve will 
effectively stop a leak through the valve seat, the cylinder need not be 
removed from the work area.

[[Page 248]]

    (6) If a leak should develop at a fuse plug or other safety device, 
the cylinder shall be removed from the work area.
    (e) Fuel gas and oxygen manifolds. (1) Fuel gas and oxygen manifolds 
shall bear the name of the substance they contain in letters at least 1-
inch high which shall be either painted on the manifold or on a sign 
permanently attached to it.
    (2) Fuel gas and oxygen manifolds shall be placed in safe, well 
ventilated, and accessible locations. They shall not be located within 
enclosed spaces.
    (3) Manifold hose connections, including both ends of the supply 
hose that lead to the manifold, shall be such that the hose cannot be 
interchanged between fuel gas and oxygen manifolds and supply header 
connections. Adapters shall not be used to permit the interchange of 
hose. Hose connections shall be kept free of grease and oil.
    (4) When not in use, manifold and header hose connections shall be 
capped.
    (5) Nothing shall be placed on top of a manifold, when in use, which 
will damage the manifold or interfere with the quick closing of the 
valves.
    (f) Hose. (1) Fuel gas hose and oxygen hose shall be easily 
distinguishable from each other. The contrast may be made by different 
colors or by surface characteristics readily distinguishable by the 
sense of touch. Oxygen and fuel gas hoses shall not be interchangeable. 
A single hose having more than one gas passage shall not be used.
    (2) When parallel sections of oxygen and fuel gas hose are taped 
together, not more than 4 inches out of 12 inches shall be covered by 
tape.
    (3) All hose in use, carrying acetylene, oxygen, natural or 
manufactured fuel gas, or any gas or substance which may ignite or enter 
into combustion, or be in any way harmful to employees, shall be 
inspected at the beginning of each working shift. Defective hose shall 
be removed from service.
    (4) Hose which has been subject to flashback, or which shows 
evidence of severe wear or damage, shall be tested to twice the normal 
pressure to which it is subject, but in no case less than 300 p.s.i. 
Defective hose, or hose in doubtful condition, shall not be used.
    (5) Hose couplings shall be of the type that cannot be unlocked or 
disconnected by means of a straight pull without rotary motion.
    (6) Boxes used for the storage of gas hose shall be ventilated.
    (7) Hoses, cables, and other equipment shall be kept clear of 
passageways, ladders and stairs.
    (g) Torches. (1) Clogged torch tip openings shall be cleaned with 
suitable cleaning wires, drills, or other devices designed for such 
purpose.
    (2) Torches in use shall be inspected at the beginning of each 
working shift for leaking shutoff valves, hose couplings, and tip 
connections. Defective torches shall not be used.
    (3) Torches shall be lighted by friction lighters or other approved 
devices, and not by matches or from hot work.
    (h) Regulators and gauges. Oxygen and fuel gas pressure regulators, 
including their related gauges, shall be in proper working order while 
in use.
    (i) Oil and grease hazards. Oxygen cylinders and fittings shall be 
kept away from oil or grease. Cylinders, cylinder caps and valves, 
couplings, regulators, hose, and apparatus shall be kept free from oil 
or greasy substances and shall not be handled with oily hands or gloves. 
Oxygen shall not be directed at oily surfaces, greasy clothes, or within 
a fuel oil or other storage tank or vessel.
    (j) Additional rules. For additional details not covered in this 
subpart, applicable technical portions of American National Standards 
Institute, Z49.1-1967, Safety in Welding and Cutting, shall apply.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 55 
FR 42328, Oct. 18, 1990; 58 FR 35179, June 30, 1993]



Sec. 1926.351  Arc welding and cutting.

    (a) Manual electrode holders. (1) Only manual electrode holders 
which are specifically designed for arc welding and cutting, and are of 
a capacity capable of safely handling the maximum rated current required 
by the electrodes, shall be used.
    (2) Any current-carrying parts passing through the portion of the 
holder which the arc welder or cutter grips in his hand, and the outer 
surfaces of the

[[Page 249]]

jaws of the holder, shall be fully insulated against the maximum voltage 
encountered to ground.
    (b) Welding cables and connectors. (1) All arc welding and cutting 
cables shall be of the completely insulated, flexible type, capable of 
handling the maximum current requirements of the work in progress, 
taking into account the duty cycle under which the arc welder or cutter 
is working.
    (2) Only cable free from repair or splices for a minimum distance of 
10 feet from the cable end to which the electrode holder is connected 
shall be used, except that cables with standard insulated connectors or 
with splices whose insulating quality is equal to that of the cable are 
permitted.
    (3) When it becomes necessary to connect or splice lengths of cable 
one to another, substantial insulated connectors of a capacity at least 
equivalent to that of the cable shall be used. If connections are 
effected by means of cable lugs, they shall be securely fastened 
together to give good electrical contact, and the exposed metal parts of 
the lugs shall be completely insulated.
    (4) Cables in need of repair shall not be used. When a cable, other 
than the cable lead referred to in paragraph (b)(2) of this section, 
becomes worn to the extent of exposing bare conductors, the portion thus 
exposed shall be protected by means of rubber and friction tape or other 
equivalent insulation.
    (c) Ground returns and machine grounding. (1) A ground return cable 
shall have a safe current carrying capacity equal to or exceeding the 
specified maximum output capacity of the arc welding or cutting unit 
which it services. When a single ground return cable services more than 
one unit, its safe current-carrying capacity shall equal or exceed the 
total specified maximum output capacities of all the units which it 
services.
    (2) Pipelines containing gases or flammable liquids, or conduits 
containing electrical circuits, shall not be used as a ground return. 
For welding on natural gas pipelines, the technical portions of 
regulations issued by the Department of Transportation, Office of 
Pipeline Safety, 49 CFR Part 192, Minimum Federal Safety Standards for 
Gas Pipelines, shall apply.
    (3) When a structure or pipeline is employed as a ground return 
circuit, it shall be determined that the required electrical contact 
exists at all joints. The generation of an arc, sparks, or heat at any 
point shall cause rejection of the structures as a ground circuit.
    (4) When a structure or pipeline is continuously employed as a 
ground return circuit, all joints shall be bonded, and periodic 
inspections shall be conducted to ensure that no condition of 
electrolysis or fire hazard exists by virtue of such use.
    (5) The frames of all arc welding and cutting machines shall be 
grounded either through a third wire in the cable containing the circuit 
conductor or through a separate wire which is grounded at the source of 
the current. Grounding circuits, other than by means of the structure, 
shall be checked to ensure that the circuit between the ground and the 
grounded power conductor has resistance low enough to permit sufficient 
current to flow to cause the fuse or circuit breaker to interrupt the 
current.
    (6) All ground connections shall be inspected to ensure that they 
are mechanically strong and electrically adequate for the required 
current.
    (d) Operating instructions. Employers shall instruct employees in 
the safe means of arc welding and cutting as follows:
    (1) When electrode holders are to be left unattended, the electrodes 
shall be removed and the holders shall be so placed or protected that 
they cannot make electrical contact with employees or conducting 
objects.
    (2) Hot electrode holders shall not be dipped in water; to do so may 
expose the arc welder or cutter to electric shock.
    (3) When the arc welder or cutter has occasion to leave his work or 
to stop work for any appreciable length of time, or when the arc welding 
or cutting machine is to be moved, the power supply switch to the 
equipment shall be opened.
    (4) Any faulty or defective equipment shall be reported to the 
supervisor.
    (5) See Sec. 1926.406(c) for additional requirements.
    (e) Shielding. Whenever practicable, all arc welding and cutting 
operations

[[Page 250]]

shall be shielded by noncombustible or flameproof screens which will 
protect employees and other persons working in the vicinity from the 
direct rays of the arc.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 51 
FR 25318, July 11, 1986]



Sec. 1926.352  Fire prevention.

    (a) When practical, objects to be welded, cut, or heated shall be 
moved to a designated safe location or, if the objects to be welded, 
cut, or heated cannot be readily moved, all movable fire hazards in the 
vicinity shall be taken to a safe place, or otherwise protected.
    (b) If the object to be welded, cut, or heated cannot be moved and 
if all the fire hazards cannot be removed, positive means shall be taken 
to confine the heat, sparks, and slag, and to protect the immovable fire 
hazards from them.
    (c) No welding, cutting, or heating shall be done where the 
application of flammable paints, or the presence of other flammable 
compounds, or heavy dust concentrations creates a hazard.
    (d) Suitable fire extinguishing equipment shall be immediately 
available in the work area and shall be maintained in a state of 
readiness for instant use.
    (e) When the welding, cutting, or heating operation is such that 
normal fire prevention precautions are not sufficient, additional 
personnel shall be assigned to guard against fire while the actual 
welding, cutting, or heating operation is being performed, and for a 
sufficient period of time after completion of the work to ensure that no 
possibility of fire exists. Such personnel shall be instructed as to the 
specific anticipated fire hazards and how the firefighting equipment 
provided is to be used.
    (f) When welding, cutting, or heating is performed on walls, floors, 
and ceilings, since direct penetration of sparks or heat transfer may 
introduce a fire hazard to an adjacent area, the same precautions shall 
be taken on the opposite side as are taken on the side on which the 
welding is being performed.
    (g) For the elimination of possible fire in enclosed spaces as a 
result of gas escaping through leaking or improperly closed torch 
valves, the gas supply to the torch shall be positively shut off at some 
point outside the enclosed space whenever the torch is not to be used or 
whenever the torch is left unattended for a substantial period of time, 
such as during the lunch period. Overnight and at the change of shifts, 
the torch and hose shall be removed from the confined space. Open end 
fuel gas and oxygen hoses shall be immediately removed from enclosed 
spaces when they are disconnected from the torch or other gas-consuming 
device.
    (h) Except when the contents are being removed or transferred, 
drums, pails, and other containers which contain or have contained 
flammable liquids shall be kept closed. Empty containers shall be 
removed to a safe area apart from hot work operations or open flames.
    (i) Drums containers, or hollow structures which have contained 
toxic or flammable substances shall, before welding, cutting, or heating 
is undertaken on them, either be filled with water or thoroughly cleaned 
of such substances and ventilated and tested. For welding, cutting and 
heating on steel pipelines containing natural gas, the pertinent 
portions of regulations issued by the Department of Transportation, 
Office of Pipeline Safety, 49 CFR Part 192, Minimum Federal Safety 
Standards for Gas Pipelines, shall apply.
    (j) Before heat is applied to a drum, container, or hollow 
structure, a vent or opening shall be provided for the release of any 
built-up pressure during the application of heat.



Sec. 1926.353  Ventilation and protection in welding, cutting, and heating.

    (a) Mechanical ventilation. For purposes of this section, mechanical 
ventilation shall meet the following requirements:
    (1) Mechanical ventilation shall consist of either general 
mechanical ventilation systems or local exhaust systems.
    (2) General mechanical ventilation shall be of sufficient capacity 
and so arranged as to produce the number of air changes necessary to 
maintain welding fumes and smoke within safe limits, as defined in 
subpart D of this part.

[[Page 251]]

    (3) Local exhaust ventilation shall consist of freely movable hoods 
intended to be placed by the welder or burner as close as practicable to 
the work. This system shall be of sufficient capacity and so arranged as 
to remove fumes and smoke at the source and keep the concentration of 
them in the breathing zone within safe limits as defined in subpart D of 
this part.
    (4) Contaminated air exhausted from a working space shall be 
discharged into the open air or otherwise clear of the source of intake 
air.
    (5) All air replacing that withdrawn shall be clean and respirable.
    (6) Oxygen shall not be used for ventilation purposes, comfort 
cooling, blowing dust from clothing, or for cleaning the work area.
    (b) Welding, cutting, and heating in confined spaces. (1) Except as 
provided in paragraph (b)(2) of this section, and paragraph (c)(2) of 
this section, either general mechanical or local exhaust ventilation 
meeting the requirements of paragraph (a) of this section shall be 
provided whenever welding, cutting, or heating is performed in a 
confined space.
    (2) When sufficient ventilation cannot be obtained without blocking 
the means of access, employees in the confined space shall be protected 
by air line respirators in accordance with the requirements of subpart E 
of this part, and an employee on the outside of such a confined space 
shall be assigned to maintain communication with those working within it 
and to aid them in an emergency.
    (3) Lifelines. Where a welder must enter a confined space through a 
manhole or other small opening, means shall be provided for quickly 
removing him in case of emergency. When safety belts and lifelines are 
used for this purpose they shall be so attached to the welder's body 
that his body cannot be jammed in a small exit opening. An attendant 
with a pre-planned rescue procedure shall be stationed outside to 
observe the welder at all times and be capable of putting rescue 
operations into effect.
    (c) Welding, cutting, or heating of metals of toxic significance. 
(1) Welding, cutting, or heating in any enclosed spaces involving the 
metals specified in this subparagraph shall be performed with either 
general mechanical or local exhaust ventilation meeting the requirements 
of paragraph (a) of this section:
    (i) Zinc-bearing base or filler metals or metals coated with zinc-
bearing materials;
    (ii) Lead base metals;
    (iii) Cadmium-bearing filler materials;
    (iv) Chromium-bearing metals or metals coated with chromium-bearing 
materials.
    (2) Welding, cutting, or heating in any enclosed spaces involving 
the metals specified in this subparagraph shall be performed with local 
exhaust ventilation in accordance with the requirements of paragraph (a) 
of this section, or employees shall be protected by air line respirators 
in accordance with the requirements of subpart E of this part:
    (i) Metals containing lead, other than as an impurity, or metals 
coated with lead-bearing materials;
    (ii) Cadmium-bearing or cadmium-coated base metals;
    (iii) Metals coated with mercury-bearing metals;
    (iv) Beryllium-containing base or filler metals. Because of its high 
toxicity, work involving beryllium shall be done with both local exhaust 
ventilation and air line respirators.
    (3) Employees performing such operations in the open air shall be 
protected by filter-type respirators in accordance with the requirements 
of subpart E of this part, except that employees performing such 
operations on beryllium-containing base or filler metals shall be 
protected by air line respirators in accordance with the requirements of 
subpart E of this part.
    (4) Other employees exposed to the same atmosphere as the welders or 
burners shall be protected in the same manner as the welder or burner.
    (d) Inert-gas metal-arc welding. (1) Since the inert-gas metal-arc 
welding process involves the production of ultra-violet radiation of 
intensities of 5 to 30 times that produced during shielded metal-arc 
welding, the decomposition of chlorinated solvents by ultraviolet rays, 
and the liberation of toxic fumes and gases, employees shall

[[Page 252]]

not be permitted to engage in, or be exposed to the process until the 
following special precautions have been taken:
    (i) The use of chlorinated solvents shall be kept at least 200 feet, 
unless shielded, from the exposed arc, and surfaces prepared with 
chlorinated solvents shall be thoroughly dry before welding is permitted 
on such surfaces.
    (ii) Employees in the area not protected from the arc by screening 
shall be protected by filter lenses meeting the requirements of subpart 
E of this part. When two or more welders are exposed to each other's 
arc, filter lens goggles of a suitable type, meeting the requirements of 
subpart E of this part, shall be worn under welding helmets. Hand 
shields to protect the welder against flashes and radiant energy shall 
be used when either the helmet is lifted or the shield is removed.
    (iii) Welders and other employees who are exposed to radiation shall 
be suitably protected so that the skin is covered completely to prevent 
burns and other damage by ultraviolet rays. Welding helmets and hand 
shields shall be free of leaks and openings, and free of highly 
reflective surfaces.
    (iv) When inert-gas metal-arc welding is being performed on 
stainless steel, the requirements of paragraph (c)(2) of this section 
shall be met to protect against dangerous concentrations of nitrogen 
dioxide.
    (e) General welding, cutting, and heating. (1) Welding, cutting, and 
heating, not involving conditions or materials described in paragraph 
(b), (c), or (d) of this section, may normally be done without 
mechanical ventilation or respiratory protective equipment, but where, 
because of unusual physical or atmospheric conditions, an unsafe 
accumulation of contaminants exists, suitable mechanical ventilation or 
respiratory protective equipment shall be provided.
    (2) Employees performing any type of welding, cutting, or heating 
shall be protected by suitable eye protective equipment in accordance 
with the requirements of subpart E of this part.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 55 
FR 42328, Oct. 18, 1990; 58 FR 35179, June 30, 1993]



Sec. 1926.354  Welding, cutting, and heating in way of preservative coatings.

    (a) Before welding, cutting, or heating is commenced on any surface 
covered by a preservative coating whose flammability is not known, a 
test shall be made by a competent person to determine its flammability. 
Preservative coatings shall be considered to be highly flammable when 
scrapings burn with extreme rapidity.
    (b) Precautions shall be taken to prevent ignition of highly 
flammable hardened preservative coatings. When coatings are determined 
to be highly flammable, they shall be stripped from the area to be 
heated to prevent ignition.
    (c) Protection against toxic preservative coatings: (1) In enclosed 
spaces, all surfaces covered with toxic preservatives shall be stripped 
of all toxic coatings for a distance of at least 4 inches from the area 
of heat application, or the employees shall be protected by air line 
respirators, meeting the requirements of subpart E of this part.
    (2) In the open air, employees shall be protected by a respirator, 
in accordance with requirements of subpart E of this part.
    (d) The preservative coatings shall be removed a sufficient distance 
from the area to be heated to ensure that the temperature of the 
unstripped metal will not be appreciably raised. Artificial cooling of 
the metal surrounding the heating area may be used to limit the size of 
the area required to be cleaned.



                          Subpart K_Electrical

    Authority: Sections 6 and 8 of the Occupational Safety and Health 
Act of 1970 (29 U.S.C. 655 and 657); sec. 107, Contract Work Hours and 
Safety Standards Act (40 U.S.C. 333); Secretary of Labor's Order No. 9-
83 (48 FR 35736) or 1-90 (55 FR 9033), as applicable; 29 CFR part 1911.

    Source: 51 FR 25318, July 11, 1986, unless otherwise noted.

                                 General



Sec. 1926.400  Introduction.

    This subpart addresses electrical safety requirements that are 
necessary

[[Page 253]]

for the practical safeguarding of employees involved in construction 
work and is divided into four major divisions and applicable definitions 
as follows:
    (a) Installation safety requirements. Installation safety 
requirements are contained in Sec. Sec. 1926.402 through 1926.408. 
Included in this category are electric equipment and installations used 
to provide electric power and light on jobsites.
    (b) Safety-related work practices. Safety-related work practices are 
contained in Sec. Sec. 1926.416 and 1926.417. In addition to covering 
the hazards arising from the use of electricity at jobsites, these 
regulations also cover the hazards arising from the accidental contact, 
direct or indirect, by employees with all energized lines, above or 
below ground, passing through or near the jobsite.
    (c) Safety-related maintenance and environmental considerations. 
Safety-related maintenance and environmental considerations are 
contained in Sec. Sec. 1926.431 and 1926.432.
    (d) Safety requirements for special equipment. Safety requirements 
for special equipment are contained in Sec. 1926.441.
    (e) Definitions. Definitions applicable to this subpart are 
contained in Sec. 1926.449.



Sec. 1926.401  [Reserved]

                    Installation Safety Requirements



Sec. 1926.402  Applicability.

    (a) Covered. Sections 1926.402 through 1926.408 contain installation 
safety requirements for electrical equipment and installations used to 
provide electric power and light at the jobsite. These sections apply to 
installations, both temporary and permanent, used on the jobsite; but 
these sections do not apply to existing permanent installations that 
were in place before the construction activity commenced.

    Note: If the electrical installation is made in accordance with the 
National Electrical Code ANSI/NFPA 70-1984, exclusive of Formal 
Interpretations and Tentative Interim Amendments, it will be deemed to 
be in compliance with Sec. Sec. 1926.403 through 1926.408, except for 
Sec. Sec. 1926.404(b)(1) and 1926.405(a)(2)(ii) (E), (F), (G), and (J).

    (b) Not covered. Sections 1926.402 through 1926.408 do not cover 
installations used for the generation, transmission, and distribution of 
electric energy, including related communication, metering, control, and 
transformation installations. (However, these regulations do cover 
portable and vehicle-mounted generators used to provide power for 
equipment used at the jobsite.) See subpart V of this part for the 
construction of power distribution and transmission lines.



Sec. 1926.403  General requirements.

    (a) Approval. All electrical conductors and equipment shall be 
approved.
    (b) Examination, installation, and use of equipment--(1) 
Examination. The employer shall ensure that electrical equipment is free 
from recognized hazards that are likely to cause death or serious 
physical harm to employees. Safety of equipment shall be determined on 
the basis of the following considerations:
    (i) Suitability for installation and use in conformity with the 
provisions of this subpart. Suitability of equipment for an identified 
purpose may be evidenced by listing, labeling, or certification for that 
identified purpose.
    (ii) Mechanical strength and durability, including, for parts 
designed to enclose and protect other equipment, the adequacy of the 
protection thus provided.
    (iii) Electrical insulation.
    (iv) Heating effects under conditions of use.
    (v) Arcing effects.
    (vi) Classification by type, size, voltage, current capacity, 
specific use.
    (vii) Other factors which contribute to the practical safeguarding 
of employees using or likely to come in contact with the equipment.
    (2) Installation and use. Listed, labeled, or certified equipment 
shall be installed and used in accordance with instructions included in 
the listing, labeling, or certification.
    (c) Interrupting rating. Equipment intended to break current shall 
have an interrupting rating at system voltage sufficient for the current 
that must be interrupted.
    (d) Mounting and cooling of equipment--(1) Mounting. Electric 
equipment

[[Page 254]]

shall be firmly secured to the surface on which it is mounted. Wooden 
plugs driven into holes in masonry, concrete, plaster, or similar 
materials shall not be used.
    (2) Cooling. Electrical equipment which depends upon the natural 
circulation of air and convection principles for cooling of exposed 
surfaces shall be installed so that room air flow over such surfaces is 
not prevented by walls or by adjacent installed equipment. For equipment 
designed for floor mounting, clearance between top surfaces and adjacent 
surfaces shall be provided to dissipate rising warm air. Electrical 
equipment provided with ventilating openings shall be installed so that 
walls or other obstructions do not prevent the free circulation of air 
through the equipment.
    (e) Splices. Conductors shall be spliced or joined with splicing 
devices designed for the use or by brazing, welding, or soldering with a 
fusible metal or alloy. Soldered splices shall first be so spliced or 
joined as to be mechanically and electrically secure without solder and 
then soldered. All splices and joints and the free ends of conductors 
shall be covered with an insulation equivalent to that of the conductors 
or with an insulating device designed for the purpose.
    (f) Arcing parts. Parts of electric equipment which in ordinary 
operation produce arcs, sparks, flames, or molten metal shall be 
enclosed or separated and isolated from all combustible material.
    (g) Marking. Electrical equipment shall not be used unless the 
manufacturer's name, trademark, or other descriptive marking by which 
the organization responsible for the product may be identified is placed 
on the equipment and unless other markings are provided giving voltage, 
current, wattage, or other ratings as necessary. The marking shall be of 
sufficient durability to withstand the environment involved.
    (h) Identification of disconnecting means and circuits. Each 
disconnecting means required by this subpart for motors and appliances 
shall be legibly marked to indicate its purpose, unless located and 
arranged so the purpose is evident. Each service, feeder, and branch 
circuit, at its disconnecting means or overcurrent device, shall be 
legibly marked to indicate its purpose, unless located and arranged so 
the purpose is evident. These markings shall be of sufficient durability 
to withstand the environment involved.
    (i) 600 Volts, nominal, or less. This paragraph applies to equipment 
operating at 600 volts, nominal, or less.
    (1) Working space about electric equipment. Sufficient access and 
working space shall be provided and maintained about all electric 
equipment to permit ready and safe operation and maintenance of such 
equipment.
    (i) Working clearances. Except as required or permitted elsewhere in 
this subpart, the dimension of the working space in the direction of 
access to live parts operating at 600 volts or less and likely to 
require examination, adjustment, servicing, or maintenance while alive 
shall not be less than indicated in Table K-1. In addition to the 
dimensions shown in Table K-1, workspace shall not be less than 30 
inches (762 mm) wide in front of the electric equipment. Distances shall 
be measured from the live parts if they are exposed, or from the 
enclosure front or opening if the live parts are enclosed. Walls 
constructed of concrete, brick, or tile are considered to be grounded. 
Working space is not required in back of assemblies such as dead-front 
switchboards or motor control centers where there are no renewable or 
adjustable parts such as fuses or switches on the back and where all 
connections are accessible from locations other than the back.

                      Table K-1--Working Clearances
------------------------------------------------------------------------
                                                 Minimum clear distance
                                                   for conditions \1\
          Nominal voltage to ground           --------------------------
                                                 (a)      (b)      (c)
------------------------------------------------------------------------
                                                 Feet     Feet     Feet
                                                 \2\      \2\      \2\
0-150........................................        3        3        3
151-600......................................        3   3\1/2\        4
------------------------------------------------------------------------
\1\ Conditions (a), (b), and (c) are as follows: (a) Exposed live parts
  on one side and no live or grounded parts on the other side of the
  working space, or exposed live parts on both sides effectively guarded
  by insulating material. Insulated wire or insulated busbars operating
  at not over 300 volts are not considered live parts. (b) Exposed live
  parts on one side and grounded parts on the other side. (c) Exposed
  live parts on both sides of the workspace [not guarded as provided in
  Condition (a)] with the operator between.
\2\ Note: For International System of Units (SI): one foot=0.3048m.


[[Page 255]]

    (ii) Clear spaces. Working space required by this subpart shall not 
be used for storage. When normally enclosed live parts are exposed for 
inspection or servicing, the working space, if in a passageway or 
general open space, shall be guarded.
    (iii) Access and entrance to working space. At least one entrance 
shall be provided to give access to the working space about electric 
equipment.
    (iv) Front working space. Where there are live parts normally 
exposed on the front of switchboards or motor control centers, the 
working space in front of such equipment shall not be less than 3 feet 
(914 mm).
    (v) Headroom. The minimum headroom of working spaces about service 
equipment, switchboards, panelboards, or motor control centers shall be 
6 feet 3 inches (1.91 m).
    (2) Guarding of live parts. (i) Except as required or permitted 
elsewhere in this subpart, live parts of electric equipment operating at 
50 volts or more shall be guarded against accidental contact by cabinets 
or other forms of enclosures, or by any of the following means:
    (A) By location in a room, vault, or similar enclosure that is 
accessible only to qualified persons.
    (B) By partitions or screens so arranged that only qualified persons 
will have access to the space within reach of the live parts. Any 
openings in such partitions or screens shall be so sized and located 
that persons are not likely to come into accidental contact with the 
live parts or to bring conducting objects into contact with them.
    (C) By location on a balcony, gallery, or platform so elevated and 
arranged as to exclude unqualified persons.
    (D) By elevation of 8 feet (2.44 m) or more above the floor or other 
working surface and so installed as to exclude unqualified persons.
    (ii) In locations where electric equipment would be exposed to 
physical damage, enclosures or guards shall be so arranged and of such 
strength as to prevent such damage.
    (iii) Entrances to rooms and other guarded locations containing 
exposed live parts shall be marked with conspicuous warning signs 
forbidding unqualified persons to enter.
    (j) Over 600 volts, nominal--(1) General. Conductors and equipment 
used on circuits exceeding 600 volts, nominal, shall comply with all 
applicable provisions of paragraphs (a) through (g) of this section and 
with the following provisions which supplement or modify those 
requirements. The provisions of paragraphs (j)(2), (j)(3), and (j)(4) of 
this section do not apply to equipment on the supply side of the service 
conductors.
    (2) Enclosure for electrical installations. Electrical installations 
in a vault, room, closet or in an area surrounded by a wall, screen, or 
fence, access to which is controlled by lock and key or other equivalent 
means, are considered to be accessible to qualified persons only. A 
wall, screen, or fence less than 8 feet (2.44 m) in height is not 
considered adequate to prevent access unless it has other features that 
provide a degree of isolation equivalent to an 8-foot (2.44-m) fence. 
The entrances to all buildings, rooms or enclosures containing exposed 
live parts or exposed conductors operating at over 600 volts, nominal, 
shall be kept locked or shall be under the observation of a qualified 
person at all times.
    (i) Installations accessible to qualified persons only. Electrical 
installations having exposed live parts shall be accessible to qualified 
persons only and shall comply with the applicable provisions of 
paragraph (j)(3) of this section.
    (ii) Installations accessible to unqualified persons. Electrical 
installations that are open to unqualified persons shall be made with 
metal-enclosed equipment or shall be enclosed in a vault or in an area, 
access to which is controlled by a lock. Metal-enclosed switchgear, unit 
substations, transformers, pull boxes, connection boxes, and other 
similar associated equipment shall be marked with appropriate caution 
signs. If equipment is exposed to physical damage from vehicular 
traffic, guards shall be provided to prevent such damage. Ventilating or 
similar openings in metal-enclosed equipment shall be designed so that 
foreign objects inserted through these openings will be deflected from 
energized parts.

[[Page 256]]

    (3) Workspace about equipment. Sufficient space shall be provided 
and maintained about electric equipment to permit ready and safe 
operation and maintenance of such equipment. Where energized parts are 
exposed, the minimum clear workspace shall not be less than 6 feet 6 
inches (1.98 m) high (measured vertically from the floor or platform), 
or less than 3 feet (914 mm) wide (measured parallel to the equipment). 
The depth shall be as required in Table K-2. The workspace shall be 
adequate to permit at least a 90-degree opening of doors or hinged 
panels.
    (i) Working space. The minimum clear working space in front of 
electric equipment such as switchboards, control panels, switches, 
circuit breakers, motor controllers, relays, and similar equipment shall 
not be less than specified in Table K-2 unless otherwise specified in 
this subpart. Distances shall be measured from the live parts if they 
are exposed, or from the enclosure front or opening if the live parts 
are enclosed. However, working space is not required in back of 
equipment such as deadfront switchboards or control assemblies where 
there are no renewable or adjustable parts (such as fuses or switches) 
on the back and where all connections are accessible from locations 
other than the back. Where rear access is required to work on de-
energized parts on the back of enclosed equipment, a minimum working 
space of 30 inches (762 mm) horizontally shall be provided.

  Table K-2--Minimum Depth of Clear Working Space in Front of Electric
                                Equipment
------------------------------------------------------------------------
                                                     Conditions \1\
          Nominal voltage to ground           --------------------------
                                                 (a)      (b)      (c)
------------------------------------------------------------------------
                                                  Feet     Feet     Feet
                                                   \2\      \2\      \2\
 
601 to 2,500.................................        3        4        5
2,501 to 9,000...............................        4        5        6
9,001 to 25,000..............................        5        6        9
25,001 to 75 kV..............................        6        8       10
Above 75kV...................................        8       10       12
------------------------------------------------------------------------
\1\Conditions (a), (b), and (c) are as follows: (a) Exposed live parts
  on one side and no live or grounded parts on the other side of the
  working space, or exposed live parts on both sides effectively guarded
  by insulating materials. Insulated wire or insulated busbars operating
  at not over 300 volts are not considered live parts. (b) Exposed live
  parts on one side and grounded parts on the other side. Walls
  constructed of concrete, brick, or tile are considered to be grounded
  surfaces. (c) Exposed live parts on both sides of the workspace [not
  guarded as provided in Condition (a)] with the operator between.
\2\ Note: For SI units: one foot=0.3048 m.

    (ii) Lighting outlets and points of control. The lighting outlets 
shall be so arranged that persons changing lamps or making repairs on 
the lighting system will not be endangered by live parts or other 
equipment. The points of control shall be so located that persons are 
not likely to come in contact with any live part or moving part of the 
equipment while turning on the lights.
    (iii) Elevation of unguarded live parts. Unguarded live parts above 
working space shall be maintained at elevations not less than specified 
in Table K-3.

  Table K-3--Elevation of Unguarded Energized Parts Above Working Space
------------------------------------------------------------------------
      Nominal voltage between phases              Minimum elevation
------------------------------------------------------------------------
601-7,500.................................  8 feet 6 inches. \1\
7,501-35,000..............................  9 feet.
Over 35kV.................................  9 feet+0.37 inches per kV
                                             above 35kV.
------------------------------------------------------------------------
\1\ Note: For SI units: one inch=25.4 mm; one foot=0.3048 m.

    (4) Entrance and access to workspace. At least one entrance not less 
than 24 inches (610 mm) wide and 6 feet 6 inches (1.98 m) high shall be 
provided to give access to the working space about electric equipment. 
On switchboard and control panels exceeding 48 inches (1.22 m) in width, 
there shall be one entrance at each end of such board where practicable. 
Where bare energized parts at any voltage or insulated energized parts 
above 600 volts are located adjacent to such entrance, they shall be 
guarded.

[51 FR 25318, July 11, 1986, as amended at 61 FR 5510, Feb. 13, 1996]



Sec. 1926.404  Wiring design and protection.

    (a) Use and identification of grounded and grounding conductors--(1) 
Identification of conductors. A conductor used as a grounded conductor 
shall be identifiable and distinguishable from all other conductors. A 
conductor used as an equipment grounding conductor shall be identifiable 
and distinguishable from all other conductors.
    (2) Polarity of connections. No grounded conductor shall be attached 
to any terminal or lead so as to reverse designated polarity.

[[Page 257]]

    (3) Use of grounding terminals and devices. A grounding terminal or 
grounding-type device on a receptacle, cord connector, or attachment 
plug shall not be used for purposes other than grounding.
    (b) Branch circuits--(1) Ground-fault protection--(i) General. The 
employer shall use either ground fault circuit interrupters as specified 
in paragraph (b)(1)(ii) of this section or an assured equipment 
grounding conductor program as specified in paragraph (b)(1)(iii) of 
this section to protect employees on construction sites. These 
requirements are in addition to any other requirements for equipment 
grounding conductors.
    (ii) Ground-fault circuit interrupters. All 120-volt, single-phase, 
15- and 20-ampere receptacle outlets on construction sites, which are 
not a part of the permanent wiring of the building or structure and 
which are in use by employees, shall have approved ground-fault circuit 
interrupters for personnel protection. Receptacles on a two-wire, 
single-phase portable or vehicle-mounted generator rated not more than 
5kW, where the circuit conductors of the generator are insulated from 
the generator frame and all other grounded surfaces, need not be 
protected with ground-fault circuit interrupters.
    (iii) Assured equipment grounding conductor program. The employer 
shall establish and implement an assured equipment grounding conductor 
program on construction sites covering all cord sets, receptacles which 
are not a part of the building or structure, and equipment connected by 
cord and plug which are available for use or used by employees. This 
program shall comply with the following minimum requirements:
    (A) A written description of the program, including the specific 
procedures adopted by the employer, shall be available at the jobsite 
for inspection and copying by the Assistant Secretary and any affected 
employee.
    (B) The employer shall designate one or more competent persons (as 
defined in Sec. 1926.32(f)) to implement the program.
    (C) Each cord set, attachment cap, plug and receptacle of cord sets, 
and any equipment connected by cord and plug, except cord sets and 
receptacles which are fixed and not exposed to damage, shall be visually 
inspected before each day's use for external defects, such as deformed 
or missing pins or insulation damage, and for indications of possible 
internal damage. Equipment found damaged or defective shall not be used 
until repaired.
    (D) The following tests shall be performed on all cord sets, 
receptacles which are not a part of the permanent wiring of the building 
or structure, and cord- and plug-connected equipment required to be 
grounded:
    (1) All equipment grounding conductors shall be tested for 
continuity and shall be electrically continuous.
    (2) Each receptacle and attachment cap or plug shall be tested for 
correct attachment of the equipment grounding conductor. The equipment 
grounding conductor shall be connected to its proper terminal.
    (E) All required tests shall be performed:
    (1) Before first use;
    (2) Before equipment is returned to service following any repairs;
    (3) Before equipment is used after any incident which can be 
reasonably suspected to have caused damage (for example, when a cord set 
is run over); and
    (4) At intervals not to exceed 3 months, except that cord sets and 
receptacles which are fixed and not exposed to damage shall be tested at 
intervals not exceeding 6 months.
    (F) The employer shall not make available or permit the use by 
employees of any equipment which has not met the requirements of this 
paragraph (b)(1)(iii) of this section.
    (G) Tests performed as required in this paragraph shall be recorded. 
This test record shall identify each receptacle, cord set, and cord- and 
plug-connected equipment that passed the test and shall indicate the 
last date it was tested or the interval for which it was tested. This 
record shall be kept by means of logs, color coding, or other effective 
means and shall be maintained until replaced by a more current record. 
The record shall be made available on the jobsite for inspection by the 
Assistant Secretary and any affected employee.

[[Page 258]]

    (2) Outlet devices. Outlet devices shall have an ampere rating not 
less than the load to be served and shall comply with the following:
    (i) Single receptacles. A single receptacle installed on an 
individual branch circuit shall have an ampere rating of not less than 
that of the branch circuit.
    (ii) Two or more receptacles. Where connected to a branch circuit 
supplying two or more receptacles or outlets, receptacle ratings shall 
conform to the values listed in Table K-4.
    (iii) Receptacles used for the connection of motors. The rating of 
an attachment plug or receptacle used for cord- and plug-connection of a 
motor to a branch circuit shall not exceed 15 amperes at 125 volts or 10 
amperes at 250 volts if individual overload protection is omitted.

         Table K-4--Receptacle Ratings for Various Size Circuits
------------------------------------------------------------------------
           Circuit rating amperes             Receptacle rating amperes
------------------------------------------------------------------------
15.........................................  Not over 15.
20.........................................  15 or 20.
30.........................................  30.
40.........................................  40 or 50.
50.........................................  50.
------------------------------------------------------------------------

    (c) Outside conductors and lamps--(1) 600 volts, nominal, or less. 
Paragraphs (c)(1)(i) through (c)(1)(iv) of this section apply to branch 
circuit, feeder, and service conductors rated 600 volts, nominal, or 
less and run outdoors as open conductors.
    (i) Conductors on poles. Conductors supported on poles shall provide 
a horizontal climbing space not less than the following:
    (A) Power conductors below communication conductors--30 inches (762 
mm) .
    (B) Power conductors alone or above communication conductors: 300 
volts or less--24 inches (610 mm); more than 300 volts--30 inches (762 
mm).
    (C) Communication conductors below power conductors: with power 
conductors 300 volts or less--24 inches (610 mm); more than 300 volts--
30 inches (762 mm).
    (ii) Clearance from ground. Open conductors shall conform to the 
following minimum clearances:
    (A) 10 feet (3.05 m)--above finished grade, sidewalks, or from any 
platform or projection from which they might be reached.
    (B) 12 feet (3.66 m)--over areas subject to vehicular traffic other 
than truck traffic.
    (C) 15 feet (4.57 m)--over areas other than those specified in 
paragraph (c)(1)(ii)(D) of this section that are subject to truck 
traffic.
    (D) 18 feet (5.49 m)--over public streets, alleys, roads, and 
driveways.
    (iii) Clearance from building openings. Conductors shall have a 
clearance of at least 3 feet (914 mm) from windows, doors, fire escapes, 
or similar locations. Conductors run above the top level of a window are 
considered to be out of reach from that window and, therefore, do not 
have to be 3 feet (914 mm) away.
    (iv) Clearance over roofs. Conductors above roof space accessible to 
employees on foot shall have a clearance from the highest point of the 
roof surface of not less than 8 feet (2.44 m) vertical clearance for 
insulated conductors, not less than 10 feet (3.05 m) vertical or 
diagonal clearance for covered conductors, and not less than 15 feet 
(4.57 m) for bare conductors, except that:
    (A) Where the roof space is also accessible to vehicular traffic, 
the vertical clearance shall not be less than 18 feet (5.49 m), or
    (B) Where the roof space is not normally accessible to employees on 
foot, fully insulated conductors shall have a vertical or diagonal 
clearance of not less than 3 feet (914 mm), or
    (C) Where the voltage between conductors is 300 volts or less and 
the roof has a slope of not less than 4 inches (102 mm) in 12 inches 
(305 mm), the clearance from roofs shall be at least 3 feet (914 mm), or
    (D) Where the voltage between conductors is 300 volts or less and 
the conductors do not pass over more than 4 feet (1.22 m) of the 
overhang portion of the roof and they are terminated at a through-the-
roof raceway or support, the clearance from roofs shall be at least 18 
inches (457 mm).
    (2) Location of outdoor lamps. Lamps for outdoor lighting shall be 
located below all live conductors, transformers, or other electric 
equipment,

[[Page 259]]

unless such equipment is controlled by a disconnecting means that can be 
locked in the open position or unless adequate clearances or other 
safeguards are provided for relamping operations.
    (d) Services--(1) Disconnecting means--(i) General. Means shall be 
provided to disconnect all conductors in a building or other structure 
from the service-entrance conductors. The disconnecting means shall 
plainly indicate whether it is in the open or closed position and shall 
be installed at a readily accessible location nearest the point of 
entrance of the service-entrance conductors.
    (ii) Simultaneous opening of poles. Each service disconnecting means 
shall simultaneously disconnect all ungrounded conductors.
    (2) Services over 600 volts, nominal. The following additional 
requirements apply to services over 600 volts, nominal.
    (i) Guarding. Service-entrance conductors installed as open wires 
shall be guarded to make them accessible only to qualified persons.
    (ii) Warning signs. Signs warning of high voltage shall be posted 
where unauthorized employees might come in contact with live parts.
    (e) Overcurrent protection--(1) 600 volts, nominal, or less. The 
following requirements apply to overcurrent protection of circuits rated 
600 volts, nominal, or less.
    (i) Protection of conductors and equipment. Conductors and equipment 
shall be protected from overcurrent in accordance with their ability to 
safely conduct current. Conductors shall have sufficient ampacity to 
carry the load.
    (ii) Grounded conductors. Except for motor-running overload 
protection, overcurrent devices shall not interrupt the continuity of 
the grounded conductor unless all conductors of the circuit are opened 
simultaneously.
    (iii) Disconnection of fuses and thermal cutouts. Except for devices 
provided for current-limiting on the supply side of the service 
disconnecting means, all cartridge fuses which are accessible to other 
than qualified persons and all fuses and thermal cutouts on circuits 
over 150 volts to ground shall be provided with disconnecting means. 
This disconnecting means shall be installed so that the fuse or thermal 
cutout can be disconnected from its supply without disrupting service to 
equipment and circuits unrelated to those protected by the overcurrent 
device.
    (iv) Location in or on premises. Overcurrent devices shall be 
readily accessible. Overcurrent devices shall not be located where they 
could create an employee safety hazard by being exposed to physical 
damage or located in the vicinity of easily ignitible material.
    (v) Arcing or suddenly moving parts. Fuses and circuit breakers 
shall be so located or shielded that employees will not be burned or 
otherwise injured by their operation.
    (vi) Circuit breakers--(A) Circuit breakers shall clearly indicate 
whether they are in the open (off) or closed (on) position.
    (B) Where circuit breaker handles on switchboards are operated 
vertically rather than horizontally or rotationally, the up position of 
the handle shall be the closed (on) position.
    (C) If used as switches in 120-volt, fluorescent lighting circuits, 
circuit breakers shall be marked ``SWD.''
    (2) Over 600 volts, nominal. Feeders and branch circuits over 600 
volts, nominal, shall have short-circuit protection.
    (f) Grounding. Paragraphs (f)(1) through (f)(11) of this section 
contain grounding requirements for systems, circuits, and equipment.
    (1) Systems to be grounded. The following systems which supply 
premises wiring shall be grounded:
    (i) Three-wire DC systems. All 3-wire DC systems shall have their 
neutral conductor grounded.
    (ii) Two-wire DC systems. Two-wire DC systems operating at over 50 
volts through 300 volts between conductors shall be grounded unless they 
are rectifier-derived from an AC system complying with paragraphs 
(f)(1)(iii), (f)(1)(iv), and (f)(1)(v) of this section.
    (iii) AC circuits, less than 50 volts. AC circuits of less than 50 
volts shall be grounded if they are installed as overhead conductors 
outside of buildings or if they are supplied by transformers and the 
transformer primary supply system is ungrounded or exceeds 150 volts to 
ground.

[[Page 260]]

    (iv) AC systems, 50 volts to 1000 volts. AC systems of 50 volts to 
1000 volts shall be grounded under any of the following conditions, 
unless exempted by paragraph (f)(1)(v) of this section:
    (A) If the system can be so grounded that the maximum voltage to 
ground on the ungrounded conductors does not exceed 150 volts;
    (B) If the system is nominally rated 480Y/277 volt, 3-phase, 4-wire 
in which the neutral is used as a circuit conductor;
    (C) If the system is nominally rated 240/120 volt, 3-phase, 4-wire 
in which the midpoint of one phase is used as a circuit conductor; or
    (D) If a service conductor is uninsulated.
    (v) Exceptions. AC systems of 50 volts to 1000 volts are not 
required to be grounded if the system is separately derived and is 
supplied by a transformer that has a primary voltage rating less than 
1000 volts, provided all of the following conditions are met:
    (A) The system is used exclusively for control circuits,
    (B) The conditions of maintenance and supervision assure that only 
qualified persons will service the installation,
    (C) Continuity of control power is required, and
    (D) Ground detectors are installed on the control system.
    (2) Separately derived systems. Where paragraph (f)(1) of this 
section requires grounding of wiring systems whose power is derived from 
generator, transformer, or converter windings and has no direct 
electrical connection, including a solidly connected grounded circuit 
conductor, to supply conductors originating in another system, paragraph 
(f)(5) of this section shall also apply.
    (3) Portable and vehicle-mounted generators--(i) Portable 
generators. Under the following conditions, the frame of a portable 
generator need not be grounded and may serve as the grounding electrode 
for a system supplied by the generator:
    (A) The generator supplies only equipment mounted on the generator 
and/or cord- and plug-connected equipment through receptacles mounted on 
the generator, and
    (B) The noncurrent-carrying metal parts of equipment and the 
equipment grounding conductor terminals of the receptacles are bonded to 
the generator frame.
    (ii) Vehicle-mounted generators. Under the following conditions the 
frame of a vehicle may serve as the grounding electrode for a system 
supplied by a generator located on the vehicle:
    (A) The frame of the generator is bonded to the vehicle frame, and
    (B) The generator supplies only equipment located on the vehicle 
and/or cord- and plug-connected equipment through receptacles mounted on 
the vehicle or on the generator, and
    (C) The noncurrent-carrying metal parts of equipment and the 
equipment grounding conductor terminals of the receptacles are bonded to 
the generator frame, and
    (D) The system complies with all other provisions of this section.
    (iii) Neutral conductor bonding. A neutral conductor shall be bonded 
to the generator frame if the generator is a component of a separately 
derived system. No other conductor need be bonded to the generator 
frame.
    (4) Conductors to be grounded. For AC premises wiring systems the 
identified conductor shall be grounded.
    (5) Grounding connections--(i) Grounded system. For a grounded 
system, a grounding electrode conductor shall be used to connect both 
the equipment grounding conductor and the grounded circuit conductor to 
the grounding electrode. Both the equipment grounding conductor and the 
grounding electrode conductor shall be connected to the grounded circuit 
conductor on the supply side of the service disconnecting means, or on 
the supply side of the system disconnecting means or overcurrent devices 
if the system is separately derived.
    (ii) Ungrounded systems. For an ungrounded service-supplied system, 
the equipment grounding conductor shall be connected to the grounding 
electrode conductor at the service equipment. For an ungrounded 
separately derived system, the equipment

[[Page 261]]

grounding conductor shall be connected to the grounding electrode 
conductor at, or ahead of, the system disconnecting means or overcurrent 
devices.
    (6) Grounding path. The path to ground from circuits, equipment, and 
enclosures shall be permanent and continuous.
    (7) Supports, enclosures, and equipment to be grounded--(i) Supports 
and enclosures for conductors. Metal cable trays, metal raceways, and 
metal enclosures for conductors shall be grounded, except that:
    (A) Metal enclosures such as sleeves that are used to protect cable 
assemblies from physical damage need not be grounded; and
    (B) Metal enclosures for conductors added to existing installations 
of open wire, knob-and-tube wiring, and nonmetallic-sheathed cable need 
not be grounded if all of the following conditions are met:
    (1) Runs are less than 25 feet (7.62 m);
    (2) Enclosures are free from probable contact with ground, grounded 
metal, metal laths, or other conductive materials; and
    (3) Enclosures are guarded against employee contact.
    (ii) Service equipment enclosures. Metal enclosures for service 
equipment shall be grounded.
    (iii) Fixed equipment. Exposed noncurrent-carrying metal parts of 
fixed equipment which may become energized shall be grounded under any 
of the following conditions:
    (A) If within 8 feet (2.44 m) vertically or 5 feet (1.52 m) 
horizontally of ground or grounded metal objects and subject to employee 
contact.
    (B) If located in a wet or damp location and subject to employee 
contact.
    (C) If in electrical contact with metal.
    (D) If in a hazardous (classified) location.
    (E) If supplied by a metal-clad, metal-sheathed, or grounded metal 
raceway wiring method.
    (F) If equipment operates with any terminal at over 150 volts to 
ground; however, the following need not be grounded:
    (1) Enclosures for switches or circuit breakers used for other than 
service equipment and accessible to qualified persons only;
    (2) Metal frames of electrically heated appliances which are 
permanently and effectively insulated from ground; and
    (3) The cases of distribution apparatus such as transformers and 
capacitors mounted on wooden poles at a height exceeding 8 feet (2.44 m) 
above ground or grade level.
    (iv) Equipment connected by cord and plug. Under any of the 
conditions described in paragraphs (f)(7)(iv)(A) through (f)(7)(iv)(C) 
of this section, exposed noncurrent-carrying metal parts of cord- and 
plug-connected equipment which may become energized shall be grounded:
    (A) If in a hazardous (classified) location (see Sec. 1926.407).
    (B) If operated at over 150 volts to ground, except for guarded 
motors and metal frames of electrically heated appliances if the 
appliance frames are permanently and effectively insulated from ground.
    (C) If the equipment is one of the types listed in paragraphs 
(f)(7)(iv)(C)(1) through (f)(7)(iv)(C)(5) of this section. However, even 
though the equipment may be one of these types, it need not be grounded 
if it is exempted by paragraph (f)(7)(iv)(C)(6).
    (1) Hand held motor-operated tools;
    (2) Cord- and plug-connected equipment used in damp or wet locations 
or by employees standing on the ground or on metal floors or working 
inside of metal tanks or boilers;
    (3) Portable and mobile X-ray and associated equipment;
    (4) Tools likely to be used in wet and/or conductive locations; and
    (5) Portable hand lamps.
    (6) Tools likely to be used in wet and/or conductive locations need 
not be grounded if supplied through an isolating transformer with an 
ungrounded secondary of not over 50 volts. Listed or labeled portable 
tools and appliances protected by a system of double insulation, or its 
equivalent, need not be grounded. If such a system is employed, the 
equipment shall be distinctively marked to indicate that the tool or 
appliance utilizes a system of double insulation.

[[Page 262]]

    (v) Nonelectrical equipment. The metal parts of the following 
nonelectrical equipment shall be grounded: Frames and tracks of 
electrically operated cranes; frames of nonelectrically driven elevator 
cars to which electric conductors are attached; hand-operated metal 
shifting ropes or cables of electric elevators, and metal partitions, 
grill work, and similar metal enclosures around equipment of over IkV 
between conductors.
    (8) Methods of grounding equipment--(i) With circuit conductors. 
Noncurrent-carrying metal parts of fixed equipment, if required to be 
grounded by this subpart, shall be grounded by an equipment grounding 
conductor which is contained within the same raceway, cable, or cord, or 
runs with or encloses the circuit conductors. For DC circuits only, the 
equipment grounding conductor may be run separately from the circuit 
conductors.
    (ii) Grounding conductor. A conductor used for grounding fixed or 
movable equipment shall have capacity to conduct safely any fault 
current which may be imposed on it.
    (iii) Equipment considered effectively grounded. Electric equipment 
is considered to be effectively grounded if it is secured to, and in 
electrical contact with, a metal rack or structure that is provided for 
its support and the metal rack or structure is grounded by the method 
specified for the noncurrent-carrying metal parts of fixed equipment in 
paragraph (f)(8)(i) of this section. Metal car frames supported by metal 
hoisting cables attached to or running over metal sheaves or drums of 
grounded elevator machines are also considered to be effectively 
grounded.
    (9) Bonding. If bonding conductors are used to assure electrical 
continuity, they shall have the capacity to conduct any fault current 
which may be imposed.
    (10) Made electrodes. If made electrodes are used, they shall be 
free from nonconductive coatings, such as paint or enamel; and, if 
practicable, they shall be embedded below permanent moisture level. A 
single electrode consisting of a rod, pipe or plate which has a 
resistance to ground greater than 25 ohms shall be augmented by one 
additional electrode installed no closer than 6 feet (1.83 m) to the 
first electrode.
    (11) Grounding of systems and circuits of 1000 volts and over (high 
voltage)--(i) General. If high voltage systems are grounded, they shall 
comply with all applicable provisions of paragraphs (f)(1) through 
(f)(10) of this section as supplemented and modified by this paragraph 
(f)(11).
    (ii) Grounding of systems supplying portable or mobile equipment. 
Systems supplying portable or mobile high voltage equipment, other than 
substations installed on a temporary basis, shall comply with the 
following:
    (A) Portable and mobile high voltage equipment shall be supplied 
from a system having its neutral grounded through an impedance. If a 
delta-connected high voltage system is used to supply the equipment, a 
system neutral shall be derived.
    (B) Exposed noncurrent-carrying metal parts of portable and mobile 
equipment shall be connected by an equipment grounding conductor to the 
point at which the system neutral impedance is grounded.
    (C) Ground-fault detection and relaying shall be provided to 
automatically de-energize any high voltage system component which has 
developed a ground fault. The continuity of the equipment grounding 
conductor shall be continuously monitored so as to de-energize 
automatically the high voltage feeder to the portable equipment upon 
loss of continuity of the equipment grounding conductor.
    (D) The grounding electrode to which the portable or mobile 
equipment system neutral impedance is connected shall be isolated from 
and separated in the ground by at least 20 feet (6.1 m) from any other 
system or equipment grounding electrode, and there shall be no direct 
connection between the grounding electrodes, such as buried pipe, fence 
or like objects.
    (iii) Grounding of equipment. All noncurrent-carrying metal parts of 
portable equipment and fixed equipment including their associated 
fences, housings, enclosures, and supporting structures shall be 
grounded. However, equipment which is guarded by location and isolated 
from ground need not

[[Page 263]]

be grounded. Additionally, pole-mounted distribution apparatus at a 
height exceeding 8 feet (2.44 m) above ground or grade level need not be 
grounded.

[51 FR 25318, July 11, 1986, as amended at 54 FR 24334, June 7, 1989; 61 
FR 5510, Feb. 13, 1996]



Sec. 1926.405  Wiring methods, components, and equipment for general use.

    (a) Wiring methods. The provisions of this paragraph do not apply to 
conductors which form an integral part of equipment such as motors, 
controllers, motor control centers and like equipment.
    (1) General requirements--(i) Electrical continuity of metal 
raceways and enclosures. Metal raceways, cable armor, and other metal 
enclosures for conductors shall be metallically joined together into a 
continuous electric conductor and shall be so connected to all boxes, 
fittings, and cabinets as to provide effective electrical continuity.
    (ii) Wiring in ducts. No wiring systems of any type shall be 
installed in ducts used to transport dust, loose stock or flammable 
vapors. No wiring system of any type shall be installed in any duct used 
for vapor removal or in any shaft containing only such ducts.
    (2) Temporary wiring--(i) Scope. The provisions of paragraph (a)(2) 
of this section apply to temporary electrical power and lighting wiring 
methods which may be of a class less than would be required for a 
permanent installation. Except as specifically modified in paragraph 
(a)(2) of this section, all other requirements of this subpart for 
permanent wiring shall apply to temporary wiring installations. 
Temporary wiring shall be removed immediately upon completion of 
construction or the purpose for which the wiring was installed.
    (ii) General requirements for temporary wiring--(A) Feeders shall 
originate in a distribution center. The conductors shall be run as 
multiconductor cord or cable assemblies or within raceways; or, where 
not subject to physical damage, they may be run as open conductors on 
insulators not more than 10 feet (3.05 m) apart.
    (B) Branch circuits shall originate in a power outlet or panelboard. 
Conductors shall be run as multiconductor cord or cable assemblies or 
open conductors, or shall be run in raceways. All conductors shall be 
protected by overcurrent devices at their ampacity. Runs of open 
conductors shall be located where the conductors will not be subject to 
physical damage, and the conductors shall be fastened at intervals not 
exceeding 10 feet (3.05 m). No branch-circuit conductors shall be laid 
on the floor. Each branch circuit that supplies receptacles or fixed 
equipment shall contain a separate equipment grounding conductor if the 
branch circuit is run as open conductors.
    (C) Receptacles shall be of the grounding type. Unless installed in 
a complete metallic raceway, each branch circuit shall contain a 
separate equipment grounding conductor, and all receptacles shall be 
electrically connected to the grounding conductor. Receptacles for uses 
other than temporary lighting shall not be installed on branch circuits 
which supply temporary lighting. Receptacles shall not be connected to 
the same ungrounded conductor of multiwire circuits which supply 
temporary lighting.
    (D) Disconnecting switches or plug connectors shall be installed to 
permit the disconnection of all ungrounded conductors of each temporary 
circuit.
    (E) All lamps for general illumination shall be protected from 
accidental contact or breakage. Metal-case sockets shall be grounded.
    (F) Temporary lights shall not be suspended by their electric cords 
unless cords and lights are designed for this means of suspension.
    (G) Portable electric lighting used in wet and/or other conductive 
locations, as for example, drums, tanks, and vessels, shall be operated 
at 12 volts or less. However, 120-volt lights may be used if protected 
by a ground-fault circuit interrupter.
    (H) A box shall be used wherever a change is made to a raceway 
system or a cable system which is metal clad or metal sheathed.
    (I) Flexible cords and cables shall be protected from damage. Sharp 
corners and projections shall be avoided. Flexible cords and cables may 
pass through doorways or other pinch points, if protection is provided 
to avoid damage.

[[Page 264]]

    (J) Extension cord sets used with portable electric tools and 
appliances shall be of three-wire type and shall be designed for hard or 
extra-hard usage. Flexible cords used with temporary and portable lights 
shall be designed for hard or extra-hard usage.

    Note: The National Electrical Code, ANSI/NFPA 70, in Article 400, 
Table 400-4, lists various types of flexible cords, some of which are 
noted as being designed for hard or extra-hard usage. Examples of these 
types of flexible cords include hard service cord (types S, ST, SO, STO) 
and junior hard service cord (types SJ, SJO, SJT, SJTO).

    (iii) Guarding. For temporary wiring over 600 volts, nominal, 
fencing, barriers, or other effective means shall be provided to prevent 
access of other than authorized and qualified personnel.
    (b) Cabinets, boxes, and fittings--(1) Conductors entering boxes, 
cabinets, or fittings. Conductors entering boxes, cabinets, or fittings 
shall be protected from abrasion, and openings through which conductors 
enter shall be effectively closed. Unused openings in cabinets, boxes, 
and fittings shall also be effectively closed.
    (2) Covers and canopies. All pull boxes, junction boxes, and 
fittings shall be provided with covers. If metal covers are used, they 
shall be grounded. In energized installations each outlet box shall have 
a cover, faceplate, or fixture canopy. Covers of outlet boxes having 
holes through which flexible cord pendants pass shall be provided with 
bushings designed for the purpose or shall have smooth, well-rounded 
surfaces on which the cords may bear.
    (3) Pull and junction boxes for systems over 600 volts, nominal. In 
addition to other requirements in this section for pull and junction 
boxes, the following shall apply to these boxes for systems over 600 
volts, nominal:
    (i) Complete enclosure. Boxes shall provide a complete enclosure for 
the contained conductors or cables.
    (ii) Covers. Boxes shall be closed by covers securely fastened in 
place. Underground box covers that weigh over 100 pounds (43.6 kg) meet 
this requirement. Covers for boxes shall be permanently marked ``HIGH 
VOLTAGE.'' The marking shall be on the outside of the box cover and 
shall be readily visible and legible.
    (c) Knife switches. Single-throw knife switches shall be so 
connected that the blades are dead when the switch is in the open 
position. Single-throw knife switches shall be so placed that gravity 
will not tend to close them. Single-throw knife switches approved for 
use in the inverted position shall be provided with a locking device 
that will ensure that the blades remain in the open position when so 
set. Double-throw knife switches may be mounted so that the throw will 
be either vertical or horizontal. However, if the throw is vertical, a 
locking device shall be provided to ensure that the blades remain in the 
open position when so set.
    (d) Switchboards and panelboards. Switchboards that have any exposed 
live parts shall be located in permanently dry locations and accessible 
only to qualified persons. Panelboards shall be mounted in cabinets, 
cutout boxes, or enclosures designed for the purpose and shall be dead 
front. However, panelboards other than the dead front externally-
operable type are permitted where accessible only to qualified persons. 
Exposed blades of knife switches shall be dead when open.
    (e) Enclosures for damp or wet locations--(1) Cabinets, fittings, 
and boxes. Cabinets, cutout boxes, fittings, boxes, and panelboard 
enclosures in damp or wet locations shall be installed so as to prevent 
moisture or water from entering and accumulating within the enclosures. 
In wet locations the enclosures shall be weatherproof.
    (2) Switches and circuit breakers. Switches, circuit breakers, and 
switchboards installed in wet locations shall be enclosed in 
weatherproof enclosures.
    (f) Conductors for general wiring. All conductors used for general 
wiring shall be insulated unless otherwise permitted in this subpart. 
The conductor insulation shall be of a type that is suitable for the 
voltage, operating temperature, and location of use. Insulated 
conductors shall be distinguishable by appropriate color or other means 
as being grounded conductors, ungrounded conductors, or equipment 
grounding conductors.

[[Page 265]]

    (g) Flexible cords and cables--(1) Use of flexible cords and 
cables--(i) Permitted uses. Flexible cords and cables shall be suitable 
for conditions of use and location. Flexible cords and cables shall be 
used only for:
    (A) Pendants;
    (B) Wiring of fixtures;
    (C) Connection of portable lamps or appliances;
    (D) Elevator cables;
    (E) Wiring of cranes and hoists;
    (F) Connection of stationary equipment to facilitate their frequent 
interchange;
    (G) Prevention of the transmission of noise or vibration; or
    (H) Appliances where the fastening means and mechanical connections 
are designed to permit removal for maintenance and repair.
    (ii) Attachment plugs for cords. If used as permitted in paragraphs 
(g)(1)(i)(C), (g)(1)(i)(F), or (g)(1)(i)(H) of this section, the 
flexible cord shall be equipped with an attachment plug and shall be 
energized from a receptacle outlet.
    (iii) Prohibited uses. Unless necessary for a use permitted in 
paragraph (g)(1)(i) of this section, flexible cords and cables shall not 
be used:
    (A) As a substitute for the fixed wiring of a structure;
    (B) Where run through holes in walls, ceilings, or floors;
    (C) Where run through doorways, windows, or similar openings, except 
as permitted in paragraph (a)(2)(ii)(1) of this section;
    (D) Where attached to building surfaces; or
    (E) Where concealed behind building walls, ceilings, or floors.
    (2) Identification, splices, and terminations--(i) Identification. A 
conductor of a flexible cord or cable that is used as a grounded 
conductor or an equipment grounding conductor shall be distinguishable 
from other conductors.
    (ii) Marking. Type SJ, SJO, SJT, SJTO, S, SO, ST, and STO cords 
shall not be used unless durably marked on the surface with the type 
designation, size, and number of conductors.
    (iii) Splices. Flexible cords shall be used only in continuous 
lengths without splice or tap. Hard service flexible cords No. 12 or 
larger may be repaired if spliced so that the splice retains the 
insulation, outer sheath properties, and usage characteristics of the 
cord being spliced.
    (iv) Strain relief. Flexible cords shall be connected to devices and 
fittings so that strain relief is provided which will prevent pull from 
being directly transmitted to joints or terminal screws.
    (v) Cords passing through holes. Flexible cords and cables shall be 
protected by bushings or fittings where passing through holes in covers, 
outlet boxes, or similar enclosures.
    (h) Portable cables over 600 volts, nominal. Multiconductor portable 
cable for use in supplying power to portable or mobile equipment at over 
600 volts, nominal, shall consist of No. 8 or larger conductors 
employing flexible stranding. Cables operated at over 2000 volts shall 
be shielded for the purpose of confining the voltage stresses to the 
insulation. Grounding conductors shall be provided. Connectors for these 
cables shall be of a locking type with provisions to prevent their 
opening or closing while energized. Strain relief shall be provided at 
connections and terminations. Portable cables shall not be operated with 
splices unless the splices are of the permanent molded, vulcanized, or 
other equivalent type. Termination enclosures shall be marked with a 
high voltage hazard warning, and terminations shall be accessible only 
to authorized and qualified personnel.
    (i) Fixture wires--(1) General. Fixture wires shall be suitable for 
the voltage, temperature, and location of use. A fixture wire which is 
used as a grounded conductor shall be identified.
    (2) Uses permitted. Fixture wires may be used:
    (i) For installation in lighting, fixtures and in similar equipment 
where enclosed or protected and not subject to bending or twisting in 
use; or
    (ii) For connecting lighting fixtures to the branch-circuit 
conductors supplying the fixtures.
    (3) Uses not permitted. Fixture wires shall not be used as branch-
circuit conductors except as permitted for Class 1 power-limited 
circuits.
    (j) Equipment for general use--(1) Lighting fixtures, lampholders, 
lamps, and receptacles--(i) Live parts. Fixtures,

[[Page 266]]

lampholders, lamps, rosettes, and receptacles shall have no live parts 
normally exposed to employee contact. However, rosettes and cleat-type 
lampholders and receptacles located at least 8 feet (2.44 m) above the 
floor may have exposed parts.
    (ii) Support. Fixtures, lampholders, rosettes, and receptacles shall 
be securely supported. A fixture that weighs more than 6 pounds (2.72 
kg) or exceeds 16 inches (406 mm) in any dimension shall not be 
supported by the screw shell of a lampholder.
    (iii) Portable lamps. Portable lamps shall be wired with flexible 
cord and an attachment plug of the polarized or grounding type. If the 
portable lamp uses an Edison-based lampholder, the grounded conductor 
shall be identified and attached to the screw shell and the identified 
blade of the attachment plug. In addition, portable handlamps shall 
comply with the following:
    (A) Metal shell, paperlined lampholders shall not be used;
    (B) Handlamps shall be equipped with a handle of molded composition 
or other insulating material;
    (C) Handlamps shall be equipped with a substantial guard attached to 
the lampholder or handle;
    (D) Metallic guards shall be grounded by the means of an equipment 
grounding conductor run within the power supply cord.
    (iv) Lampholders. Lampholders of the screw-shell type shall be 
installed for use as lampholders only. Lampholders installed in wet or 
damp locations shall be of the weatherproof type.
    (v) Fixtures. Fixtures installed in wet or damp locations shall be 
identified for the purpose and shall be installed so that water cannot 
enter or accumulate in wireways, lampholders, or other electrical parts.
    (2) Receptacles, cord connectors, and attachment plugs (caps)--(i) 
Configuration. Receptacles, cord connectors, and attachment plugs shall 
be constructed so that no receptacle or cord connector will accept an 
attachment plug with a different voltage or current rating than that for 
which the device is intended. However, a 20-ampere T-slot receptacle or 
cord connector may accept a 15-ampere attachment plug of the same 
voltage rating. Receptacles connected to circuits having different 
voltages, frequencies, or types of current (ac or dc) on the same 
premises shall be of such design that the attachment plugs used on these 
circuits are not interchangeable.
    (ii) Damp and wet locations. A receptacle installed in a wet or damp 
location shall be designed for the location.
    (3) Appliances--(i) Live parts. Appliances, other than those in 
which the current-carrying parts at high temperatures are necessarily 
exposed, shall have no live parts normally exposed to employee contact.
    (ii) Disconnecting means. A means shall be provided to disconnect 
each appliance.
    (iii) Rating. Each appliance shall be marked with its rating in 
volts and amperes or volts and watts.
    (4) Motors. This paragraph applies to motors, motor circuits, and 
controllers.
    (i) In sight from. If specified that one piece of equipment shall be 
``in sight from'' another piece of equipment, one shall be visible and 
not more than 50 feet (15.2 m) from the other.
    (ii) Disconnecting means--(A) A disconnecting means shall be located 
in sight from the controller location. The controller disconnecting 
means for motor branch circuits over 600 volts, nominal, may be out of 
sight of the controller, if the controller is marked with a warning 
label giving the location and identification of the disconnecting means 
which is to be locked in the open position.
    (B) The disconnecting means shall disconnect the motor and the 
controller from all ungrounded supply conductors and shall be so 
designed that no pole can be operated independently.
    (C) If a motor and the driven machinery are not in sight from the 
controller location, the installation shall comply with one of the 
following conditions:
    (1) The controller disconnecting means shall be capable of being 
locked in the open position.
    (2) A manually operable switch that will disconnect the motor from 
its source of supply shall be placed in sight from the motor location.
    (D) The disconnecting means shall plainly indicate whether it is in 
the open (off) or closed (on) position.

[[Page 267]]

    (E) The disconnecting means shall be readily accessible. If more 
than one disconnect is provided for the same equipment, only one need be 
readily accessible.
    (F) An individual disconnecting means shall be provided for each 
motor, but a single disconnecting means may be used for a group of 
motors under any one of the following conditions:
    (1) If a number of motors drive special parts of a single machine or 
piece of apparatus, such as a metal or woodworking machine, crane, or 
hoist;
    (2) If a group of motors is under the protection of one set of 
branch-circuit protective devices; or
    (3) If a group of motors is in a single room in sight from the 
location of the disconnecting means.
    (iii) Motor overload, short-circuit, and ground-fault protection. 
Motors, motor-control apparatus, and motor branch-circuit conductors 
shall be protected against overheating due to motor overloads or failure 
to start, and against short-circuits or ground faults. These provisions 
do not require overload protection that will stop a motor where a 
shutdown is likely to introduce additional or increased hazards, as in 
the case of fire pumps, or where continued operation of a motor is 
necessary for a safe shutdown of equipment or process and motor overload 
sensing devices are connected to a supervised alarm.
    (iv) Protection of live parts--all voltages--(A) Stationary motors 
having commutators, collectors, and brush rigging located inside of 
motor end brackets and not conductively connected to supply circuits 
operating at more than 150 volts to ground need not have such parts 
guarded. Exposed live parts of motors and controllers operating at 50 
volts or more between terminals shall be guarded against accidental 
contact by any of the following:
    (1) By installation in a room or enclosure that is accessible only 
to qualified persons;
    (2) By installation on a balcony, gallery, or platform, so elevated 
and arranged as to exclude unqualified persons; or
    (3) By elevation 8 feet (2.44 m) or more above the floor.
    (B) Where live parts of motors or controllers operating at over 150 
volts to ground are guarded against accidental contact only by location, 
and where adjustment or other attendance may be necessary during the 
operation of the apparatus, insulating mats or platforms shall be 
provided so that the attendant cannot readily touch live parts unless 
standing on the mats or platforms.
    (5) Transformers--(i) Application. The following paragraphs cover 
the installation of all transformers, except:
    (A) Current transformers;
    (B) Dry-type transformers installed as a component part of other 
apparatus;
    (C) Transformers which are an integral part of an X-ray, high 
frequency, or electrostatic-coating apparatus;
    (D) Transformers used with Class 2 and Class 3 circuits, sign and 
outline lighting, electric discharge lighting, and power-limited fire-
protective signaling circuits.
    (ii) Operating voltage. The operating voltage of exposed live parts 
of transformer installations shall be indicated by warning signs or 
visible markings on the equipment or structure.
    (iii) Transformers over 35 kV. Dry-type, high fire point liquid-
insulated, and askarel-insulated transformers installed indoors and 
rated over 35 kV shall be in a vault.
    (iv) Oil-insulated transformers. If they present a fire hazard to 
employees, oil-insulated transformers installed indoors shall be in a 
vault.
    (v) Fire protection. Combustible material, combustible buildings and 
parts of buildings, fire escapes, and door and window openings shall be 
safeguarded from fires which may originate in oil-insulated transformers 
attached to or adjacent to a building or combustible material.
    (vi) Transformer vaults. Transformer vaults shall be constructed so 
as to contain fire and combustible liquids within the vault and to 
prevent unauthorized access. Locks and latches shall be so arranged that 
a vault door can be readily opened from the inside.
    (vii) Pipes and ducts. Any pipe or duct system foreign to the vault 
installation shall not enter or pass through a transformer vault.

[[Page 268]]

    (viii) Material storage. Materials shall not be stored in 
transformer vaults.
    (6) Capacitors--(i) Drainage of stored charge. All capacitors, 
except surge capacitors or capacitors included as a component part of 
other apparatus, shall be provided with an automatic means of draining 
the stored charge and maintaining the discharged state after the 
capacitor is disconnected from its source of supply.
    (ii) Over 600 volts. Capacitors rated over 600 volts, nominal, shall 
comply with the following additional requirements:
    (A) Isolating or disconnecting switches (with no interrupting 
rating) shall be interlocked with the load interrupting device or shall 
be provided with prominently displayed caution signs to prevent 
switching load current.
    (B) For series capacitors the proper switching shall be assured by 
use of at least one of the following:
    (1) Mechanically sequenced isolating and bypass switches,
    (2) Interlocks, or
    (3) Switching procedure prominently displayed at the switching 
location.

[51 FR 25318, July 11, 1986, as amended at 61 FR 5510, Feb. 13, 1996]



Sec. 1926.406  Specific purpose equipment and installations.

    (a) Cranes and hoists. This paragraph applies to the installation of 
electric equipment and wiring used in connection with cranes, monorail 
hoists, hoists, and all runways.
    (1) Disconnecting means--(i) Runway conductor disconnecting means. A 
readily accessible disconnecting means shall be provided between the 
runway contact conductors and the power supply.
    (ii) Disconnecting means for cranes and monorail hoists. A 
disconnecting means, capable of being locked in the open position, shall 
be provided in the leads from the runway contact conductors or other 
power supply on any crane or monorail hoist.
    (A) If this additional disconnecting means is not readily accessible 
from the crane or monorail hoist operating station, means shall be 
provided at the operating station to open the power circuit to all 
motors of the crane or monorail hoist.
    (B) The additional disconnect may be omitted if a monorail hoist or 
hand-propelled crane bridge installation meets all of the following:
    (1) The unit is floor controlled;
    (2) The unit is within view of the power supply disconnecting means; 
and
    (3) No fixed work platform has been provided for servicing the unit.
    (2) Control. A limit switch or other device shall be provided to 
prevent the load block from passing the safe upper limit of travel of 
any hoisting mechanism.
    (3) Clearance. The dimension of the working space in the direction 
of access to live parts which may require examination, adjustment, 
servicing, or maintenance while alive shall be a minimum of 2 feet 6 
inches (762 mm). Where controls are enclosed in cabinets, the door(s) 
shall open at least 90 degrees or be removable, or the installation 
shall provide equivalent access.
    (4) Grounding. All exposed metal parts of cranes, monorail hoists, 
hoists and accessories including pendant controls shall be metallically 
joined together into a continuous electrical conductor so that the 
entire crane or hoist will be grounded in accordance with Sec. 
1926.404(f). Moving parts, other than removable accessories or 
attachments, having metal-to-metal bearing surfaces shall be considered 
to be electrically connected to each other through the bearing surfaces 
for grounding purposes. The trolley frame and bridge frame shall be 
considered as electrically grounded through the bridge and trolley 
wheels and its respective tracks unless conditions such as paint or 
other insulating materials prevent reliable metal-to-metal contact. In 
this case a separate bonding conductor shall be provided.
    (b) Elevators, escalators, and moving walks--(1) Disconnecting 
means. Elevators, escalators, and moving walks shall have a single means 
for disconnecting all ungrounded main power supply conductors for each 
unit.
    (2) Control panels. If control panels are not located in the same 
space as the drive machine, they shall be located in cabinets with doors 
or panels capable of being locked closed.

[[Page 269]]

    (c) Electric welders--disconnecting means--(1) Motor-generator, AC 
transformer, and DC rectifier arc welders. A disconnecting means shall 
be provided in the supply circuit for each motor-generator arc welder, 
and for each AC transformer and DC rectifier arc welder which is not 
equipped with a disconnect mounted as an integral part of the welder.
    (2) Resistance welders. A switch or circuit breaker shall be 
provided by which each resistance welder and its control equipment can 
be isolated from the supply circuit. The ampere rating of this 
disconnecting means shall not be less than the supply conductor 
ampacity.
    (d) X-Ray equipment--(1) Disconnecting means--(i) General. A 
disconnecting means shall be provided in the supply circuit. The 
disconnecting means shall be operable from a location readily accessible 
from the X-ray control. For equipment connected to a 120-volt branch 
circuit of 30 amperes or less, a grounding-type attachment plug cap and 
receptacle of proper rating may serve as a disconnecting means.
    (ii) More than one piece of equipment. If more than one piece of 
equipment is operated from the same high-voltage circuit, each piece or 
each group of equipment as a unit shall be provided with a high-voltage 
switch or equivalent disconnecting means. This disconnecting means shall 
be constructed, enclosed, or located so as to avoid contact by employees 
with its live parts.
    (2) Control--Radiographic and fluoroscopic types. Radiographic and 
fluoroscopic-type equipment shall be effectively enclosed or shall have 
interlocks that deenergize the equipment automatically to prevent ready 
access to live current-carrying parts.



Sec. 1926.407  Hazardous (classified) locations.

    (a) Scope. This section sets forth requirements for electric 
equipment and wiring in locations which are classified depending on the 
properties of the flammable vapors, liquids or gases, or combustible 
dusts or fibers which may be present therein and the likelihood that a 
flammable or combustible concentration or quantity is present. Each 
room, section or area shall be considered individually in determining 
its classification. These hazardous (classified) locations are assigned 
six designations as follows:

Class I, Division 1
Class I, Division 2
Class II, Division 1
Class II, Division 2
Class III, Division l
Class III, Division 2

    For definitions of these locations see Sec. 1926.449. All 
applicable requirements in this subpart apply to all hazardous 
(classified) locations, unless modified by provisions of this section.
    (b) Electrical installations. Equipment, wiring methods, and 
installations of equipment in hazardous (classified) locations shall be 
approved as intrinsically safe or approved for the hazardous 
(classified) location or safe for the hazardous (classified) location. 
Requirements for each of these options are as follows:
    (1) Intrinsically safe. Equipment and associated wiring approved as 
intrinsically safe is permitted in any hazardous (classified) location 
included in its listing or labeling.
    (2) Approved for the hazardous (classified) location--(i) General. 
Equipment shall be approved not only for the class of location but also 
for the ignitible or combustible properties of the specific gas, vapor, 
dust, or fiber that will be present.

    Note: NFPA 70, the National Electrical Code, lists or defines 
hazardous gases, vapors, and dusts by ``Groups'' characterized by their 
ignitible or combustible properties.

    (ii) Marking. Equipment shall not be used unless it is marked to 
show the class, group, and operating temperature or temperature range, 
based on operation in a 40-degree C ambient, for which it is approved. 
The temperature marking shall not exceed the ignition temperature of the 
specific gas, vapor, or dust to be encountered. However, the following 
provisions modify this marking requirement for specific equipment:
    (A) Equipment of the non-heat-producing type (such as junction 
boxes, conduit, and fitting) and equipment of the heat-producing type 
having a maximum temperature of not more than 100 degrees C (212 degrees 
F) need not

[[Page 270]]

have a marked operating temperature or temperature range.
    (B) Fixed lighting fixtures marked for use only in Class I, Division 
2 locations need not be marked to indicate the group.
    (C) Fixed general-purpose equipment in Class I locations, other than 
lighting fixtures, which is acceptable for use in Class I, Division 2 
locations need not be marked with the class, group, division, or 
operating temperature.
    (D) Fixed dust-tight equipment, other than lighting fixtures, which 
is acceptable for use in Class II, Division 2 and Class III locations 
need not be marked with the class, group, division, or operating 
temperature.
    (3) Safe for the hazardous (classified) location. Equipment which is 
safe for the location shall be of a type and design which the employer 
demonstrates will provide protection from the hazards arising from the 
combustibility and flammability of vapors, liquids, gases, dusts, or 
fibers.

    Note: The National Electrical Code, NFPA 70, contains guidelines for 
determining the type and design of equipment and installations which 
will meet this requirement. The guidelines of this document address 
electric wiring, equipment, and systems installed in hazardous 
(classified) locations and contain specific provisions for the 
following: wiring methods, wiring connections, conductor insulation, 
flexible cords, sealing and drainage, transformers, capacitors, 
switches, circuit breakers, fuses, motor controllers, receptacles, 
attachment plugs, meters, relays, instruments, resistors, generators, 
motors, lighting fixtures, storage battery charging equipment, electric 
cranes, electric hoists and similar equipment, utilization equipment, 
signaling systems, alarm systems, remote control systems, local loud 
speaker and communication systems, ventilation piping, live parts, 
lightning surge protection, and grounding. Compliance with these 
guidelines will constitute one means, but not the only means, of 
compliance with this paragraph.

    (c) Conduits. All conduits shall be threaded and shall be made 
wrench-tight. Where it is impractical to make a threaded joint tight, a 
bonding jumper shall be utilized.

[51 FR 25318, July 11, 1986, as amended at 61 FR 5510, Feb. 13, 1996]



Sec. 1926.408  Special systems.

    (a) Systems over 600 volts, nominal. Paragraphs (a)(1) through 
(a)(4) of this section contain general requirements for all circuits and 
equipment operated at over 600 volts.
    (1) Wiring methods for fixed installations--(i) Above ground. Above-
ground conductors shall be installed in rigid metal conduit, in 
intermediate metal conduit, in cable trays, in cablebus, in other 
suitable raceways, or as open runs of metal-clad cable designed for the 
use and purpose. However, open runs of non-metallic-sheathed cable or of 
bare conductors or busbars may be installed in locations which are 
accessible only to qualified persons. Metallic shielding components, 
such as tapes, wires, or braids for conductors, shall be grounded. Open 
runs of insulated wires and cables having a bare lead sheath or a 
braided outer covering shall be supported in a manner designed to 
prevent physical damage to the braid or sheath.
    (ii) Installations emerging from the ground. Conductors emerging 
from the ground shall be enclosed in raceways. Raceways installed on 
poles shall be of rigid metal conduit, intermediate metal conduit, PVC 
schedule 80 or equivalent extending from the ground line up to a point 8 
feet (2.44 m) above finished grade. Conductors entering a building shall 
be protected by an enclosure from the ground line to the point of 
entrance. Metallic enclosures shall be grounded.
    (2) Interrupting and isolating devices--(i) Circuit breakers. 
Circuit breakers located indoors shall consist of metal-enclosed or 
fire-resistant, cell-mounted units. In locations accessible only to 
qualified personnel, open mounting of circuit breakers is permitted. A 
means of indicating the open and closed position of circuit breakers 
shall be provided.
    (ii) Fused cutouts. Fused cutouts installed in buildings or 
transformer vaults shall be of a type identified for the purpose. They 
shall be readily accessible for fuse replacement.
    (iii) Equipment isolating means. A means shall be provided to 
completely isolate equipment for inspection and repairs. Isolating means 
which are not designed to interrupt the load current of the circuit 
shall be either

[[Page 271]]

interlocked with a circuit interrupter or provided with a sign warning 
against opening them under load.
    (3) Mobile and portable equipment--(i) Power cable connections to 
mobile machines. A metallic enclosure shall be provided on the mobile 
machine for enclosing the terminals of the power cable. The enclosure 
shall include provisions for a solid connection for the ground wire(s) 
terminal to ground effectively the machine frame. The method of cable 
termination used shall prevent any strain or pull on the cable from 
stressing the electrical connections. The enclosure shall have provision 
for locking so only authorized qualified persons may open it and shall 
be marked with a sign warning of the presence of energized parts.
    (ii) Guarding live parts. All energized switching and control parts 
shall be enclosed in effectively grounded metal cabinets or enclosures. 
Circuit breakers and protective equipment shall have the operating means 
projecting through the metal cabinet or enclosure so these units can be 
reset without locked doors being opened. Enclosures and metal cabinets 
shall be locked so that only authorized qualified persons have access 
and shall be marked with a sign warning of the presence of energized 
parts. Collector ring assemblies on revolving-type machines (shovels, 
draglines, etc.) shall be guarded.
    (4) Tunnel installations--(i) Application. The provisions of this 
paragraph apply to installation and use of high-voltage power 
distribution and utilization equipment which is associated with tunnels 
and which is portable and/or mobile, such as substations, trailers, 
cars, mobile shovels, draglines, hoists, drills, dredges, compressors, 
pumps, conveyors, and underground excavators.
    (ii) Conductors. Conductors in tunnels shall be installed in one or 
more of the following:
    (A) Metal conduit or other metal raceway,
    (B) Type MC cable, or
    (C) Other suitable multiconductor cable.

Conductors shall also be so located or guarded as to protect them from 
physical damage. Multiconductor portable cable may supply mobile 
equipment. An equipment grounding conductor shall be run with circuit 
conductors inside the metal raceway or inside the multiconductor cable 
jacket. The equipment grounding conductor may be insulated or bare.
    (iii) Guarding live parts. Bare terminals of transformers, switches, 
motor controllers, and other equipment shall be enclosed to prevent 
accidental contact with energized parts. Enclosures for use in tunnels 
shall be drip-proof, weatherproof, or submersible as required by the 
environmental conditions.
    (iv) Disconnecting means. A disconnecting means that simultaneously 
opens all ungrounded conductors shall be installed at each transformer 
or motor location.
    (v) Grounding and bonding. All nonenergized metal parts of electric 
equipment and metal raceways and cable sheaths shall be grounded and 
bonded to all metal pipes and rails at the portal and at intervals not 
exceeding 1000 feet (305 m) throughout the tunnel.
    (b) Class 1, Class 2, and Class 3 remote control, signaling, and 
power-limited circuits--(1) Classification. Class 1, Class 2, or Class 3 
remote control, signaling, or power-limited circuits are characterized 
by their usage and electrical power limitation which differentiates them 
from light and power circuits. These circuits are classified in 
accordance with their respective voltage and power limitations as 
summarized in paragraphs (b)(1)(i) through (b)(1)(iii) of this section.
    (i) Class 1 circuits--(A) A Class 1 power-limited circuit is 
supplied from a source having a rated output of not more than 30 volts 
and 1000 volt-amperes.
    (B) A Class 1 remote control circuit or a Class 1 signaling circuit 
has a voltage which does not exceed 600 volts; however, the power output 
of the source need not be limited.
    (ii) Class 2 and Class 3 circuits--(A) Power for Class 2 and Class 3 
circuits is limited either inherently (in which no overcurrent 
protection is required) or by a combination of a power source and 
overcurrent protection.
    (B) The maximum circuit voltage is 150 volts AC or DC for a Class 2 
inherently limited power source, and 100

[[Page 272]]

volts AC or DC for a Class 3 inherently limited power source.
    (C) The maximum circuit voltage is 30 volts AC and 60 volts DC for a 
Class 2 power source limited by overcurrent protection, and 150 volts AC 
or DC for a Class 3 power source limited by overcurrent protection.
    (iii) Application. The maximum circuit voltages in paragraphs 
(b)(1)(i) and (b)(1)(ii) of this section apply to sinusoidal AC or 
continuous DC power sources, and where wet contact occurrence is not 
likely.
    (2) Marking. A Class 2 or Class 3 power supply unit shall not be 
used unless it is durably marked where plainly visible to indicate the 
class of supply and its electrical rating.
    (c) Communications systems--(1) Scope. These provisions for 
communication systems apply to such systems as central-station-connected 
and non-central-station-connected telephone circuits, radio receiving 
and transmitting equipment, and outside wiring for fire and burglar 
alarm, and similar central station systems. These installations need not 
comply with the provisions of Sec. Sec. 1926.403 through 1926.408(b), 
except Sec. 1926.404(c)(1)(ii) and Sec. 1926.407.
    (2) Protective devices--(i) Circuits exposed to power conductors. 
Communication circuits so located as to be exposed to accidental contact 
with light or power conductors operating at over 300 volts shall have 
each circuit so exposed provided with an approved protector.
    (ii) Antenna lead-ins. Each conductor of a lead-in from an outdoor 
antenna shall be provided with an antenna discharge unit or other means 
that will drain static charges from the antenna system.
    (3) Conductor location--(i) Outside of buildings--(A) Receiving 
distribution lead-in or aerial-drop cables attached to buildings and 
lead-in conductors to radio transmitters shall be so installed as to 
avoid the possibility of accidental contact with electric light or power 
conductors.
    (B) The clearance between lead-in conductors and any lightning 
protection conductors shall not be less than 6 feet (1.83 m).
    (ii) On poles. Where practicable, communication conductors on poles 
shall be located below the light or power conductors. Communications 
conductors shall not be attached to a crossarm that carries light or 
power conductors.
    (iii) Inside of buildings. Indoor antennas, lead-ins, and other 
communication conductors attached as open conductors to the inside of 
buildings shall be located at least 2 inches (50.8 mm) from conductors 
of any light or power or Class 1 circuits unless a special and equally 
protective method of conductor separation is employed.
    (4) Equipment location. Outdoor metal structures supporting 
antennas, as well as self-supporting antennas such as vertical rods or 
dipole structures, shall be located as far away from overhead conductors 
of electric light and power circuits of over 150 volts to ground as 
necessary to avoid the possibility of the antenna or structure falling 
into or making accidental contact with such circuits.
    (5) Grounding--(i) Lead-in conductors. If exposed to contact with 
electric light or power conductors, the metal sheath of aerial cables 
entering buildings shall be grounded or shall be interrupted close to 
the entrance to the building by an insulating joint or equivalent 
device. Where protective devices are used, they shall be grounded.
    (ii) Antenna structures. Masts and metal structures supporting 
antennas shall be permanently and effectively grounded without splice or 
connection in the grounding conductor.
    (iii) Equipment enclosures. Transmitters shall be enclosed in a 
metal frame or grill or separated from the operating space by a barrier, 
all metallic parts of which are effectively connected to ground. All 
external metal handles and controls accessible to the operating 
personnel shall be effectively grounded. Unpowered equipment and 
enclosures shall be considered grounded where connected to an attached 
coaxial cable with an effectively grounded metallic shield.

[51 FR 25318, July 11, 1986, as amended at 61 FR 5510, Feb. 13, 1996]

[[Page 273]]



Sec. Sec. 1926.409-1926.415  [Reserved]

                      Safety-Related Work Practices



Sec. 1926.416  General requirements.

    (a) Protection of employees--(1) No employer shall permit an 
employee to work in such proximity to any part of an electric power 
circuit that the employee could contact the electric power circuit in 
the course of work, unless the employee is protected against electric 
shock by deenergizing the circuit and grounding it or by guarding it 
effectively by insulation or other means.
    (2) In work areas where the exact location of underground electric 
powerlines is unknown, employees using jack-hammers, bars, or other hand 
tools which may contact a line shall be provided with insulated 
protective gloves.
    (3) Before work is begun the employer shall ascertain by inquiry or 
direct observation, or by instruments, whether any part of an energized 
electric power circuit, exposed or concealed, is so located that the 
performance of the work may bring any person, tool, or machine into 
physical or electrical contact with the electric power circuit. The 
employer shall post and maintain proper warning signs where such a 
circuit exists. The employer shall advise employees of the location of 
such lines, the hazards involved, and the protective measures to be 
taken.
    (b) Passageways and open spaces---(1) Barriers or other means of 
guarding shall be provided to ensure that workspace for electrical 
equipment will not be used as a passageway during periods when energized 
parts of electrical equipment are exposed.
    (2) Working spaces, walkways, and similar locations shall be kept 
clear of cords so as not to create a hazard to employees.
    (c) Load ratings. In existing installations, no changes in circuit 
protection shall be made to increase the load in excess of the load 
rating of the circuit wiring.
    (d) Fuses. When fuses are installed or removed with one or both 
terminals energized, special tools insulated for the voltage shall be 
used.
    (e) Cords and cables. (1) Worn or frayed electric cords or cables 
shall not be used.
    (2) Extension cords shall not be fastened with staples, hung from 
nails, or suspended by wire.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 55 
FR 42328, Oct. 18, 1990; 58 FR 35179, June 30, 1993; 61 FR 9251, Mar. 7, 
1996; 61 FR 41738, Aug. 12, 1996]



Sec. 1926.417  Lockout and tagging of circuits.

    (a) Controls. Controls that are to be deactivated during the course 
of work on energized or deenergized equipment or circuits shall be 
tagged.
    (b) Equipment and circuits. Equipment or circuits that are 
deenergized shall be rendered inoperative and shall have tags attached 
at all points where such equipment or circuits can be energized.
    (c) Tags. Tags shall be placed to identify plainly the equipment or 
circuits being worked on.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 55 
FR 42328, Oct. 18, 1990; 58 FR 35181, June 30, 1993; 61 FR 9251, Mar. 7, 
1996; 61 FR 41739, Aug. 12, 1996]]



Sec. Sec. 1926.418-1926.430  [Reserved]

       Safety-Related Maintenance and Environmental Considerations



Sec. 1926.431  Maintenance of equipment.

    The employer shall ensure that all wiring components and utilization 
equipment in hazardous locations are maintained in a dust-tight, dust-
ignition-proof, or explosion-proof condition, as appropriate. There 
shall be no loose or missing screws, gaskets, threaded connections, 
seals, or other impairments to a tight condition.



Sec. 1926.432  Environmental deterioration of equipment.

    (a) Deteriorating agents--(1) Unless identified for use in the 
operating environment, no conductors or equipment shall be located:
    (i) In damp or wet locations;
    (ii) Where exposed to gases, fumes, vapors, liquids, or other agents 
having a deteriorating effect on the conductors or equipment; or
    (iii) Where exposed to excessive temperatures.

[[Page 274]]

    (2) Control equipment, utilization equipment, and busways approved 
for use in dry locations only shall be protected against damage from the 
weather during building construction.
    (b) Protection against corrosion. Metal raceways, cable armor, 
boxes, cable sheathing, cabinets, elbows, couplings, fittings, supports, 
and support hardware shall be of materials appropriate for the 
environment in which they are to be installed.



Sec. Sec. 1926.433-1926.440  [Reserved]

                Safety Requirements for Special Equipment



Sec. 1926.441  Batteries and battery charging.

    (a) General requirements--(1) Batteries of the unsealed type shall 
be located in enclosures with outside vents or in well ventilated rooms 
and shall be arranged so as to prevent the escape of fumes, gases, or 
electrolyte spray into other areas.
    (2) Ventilation shall be provided to ensure diffusion of the gases 
from the battery and to prevent the accumulation of an explosive 
mixture.
    (3) Racks and trays shall be substantial and shall be treated to 
make them resistant to the electrolyte.
    (4) Floors shall be of acid resistant construction unless protected 
from acid accumulations.
    (5) Face shields, aprons, and rubber gloves shall be provided for 
workers handling acids or batteries.
    (6) Facilities for quick drenching of the eyes and body shall be 
provided within 25 feet (7.62 m) of battery handling areas.
    (7) Facilities shall be provided for flushing and neutralizing 
spilled electrolyte and for fire protection.
    (b) Charging--(1) Battery charging installations shall be located in 
areas designated for that purpose.
    (2) Charging apparatus shall be protected from damage by trucks.
    (3) When batteries are being charged, the vent caps shall be kept in 
place to avoid electrolyte spray. Vent caps shall be maintained in 
functioning condition.



Sec. Sec. 1926.442-1926.448  [Reserved]

                               Definitions



Sec. 1926.449  Definitions applicable to this subpart.

    The definitions given in this section apply to the terms used in 
subpart K. The definitions given here for ``approved'' and ``qualified 
person'' apply, instead of the definitions given in Sec. 1926.32, to 
the use of these terms in subpart K.
    Acceptable. An installation or equipment is acceptable to the 
Assistant Secretary of Labor, and approved within the meaning of this 
subpart K:
    (a) If it is accepted, or certified, or listed, or labeled, or 
otherwise determined to be safe by a qualified testing laboratory 
capable of determining the suitability of materials and equipment for 
installation and use in accordance with this standard; or
    (b) With respect to an installation or equipment of a kind which no 
qualified testing laboratory accepts, certifies, lists, labels, or 
determines to be safe, if it is inspected or tested by another Federal 
agency, or by a State, municipal, or other local authority responsible 
for enforcing occupational safety provisions of the National Electrical 
Code, and found in compliance with those provisions; or
    (c) With respect to custom-made equipment or related installations 
which are designed, fabricated for, and intended for use by a particular 
customer, if it is determined to be safe for its intended use by its 
manufacturer on the basis of test data which the employer keeps and 
makes available for inspection to the Assistant Secretary and his 
authorized representatives.
    Accepted. An installation is ``accepted'' if it has been inspected 
and found to be safe by a qualified testing laboratory.
    Accessible. (As applied to wiring methods.) Capable of being removed 
or exposed without damaging the building structure or finish, or not 
permanently closed in by the structure or finish of the building. (See 
``concealed'' and ``exposed.'')
    Accessible. (As applied to equipment.) Admitting close approach; not 
guarded

[[Page 275]]

by locked doors, elevation, or other effective means. (See``Readily 
accessible.'')
    Ampacity. The current in amperes a conductor can carry continuously 
under the conditions of use without exceeding its temperature rating.
    Appliances. Utilization equipment, generally other than industrial, 
normally built in standardized sizes or types, which is installed or 
connecetcd as a unit to perform one or more functions.
    Approved. Acceptable to the authority enforcing this subpart. The 
authority enforcing this subpart is the Assistant Secretary of Labor for 
Occupational Safety and Health. The definition of ``acceptable'' 
indicates what is acceptable to the Assistant Secretary of Labor, and 
therefore approved within the meaning of this subpart.
    Askarel. A generic term for a group of nonflammable synthetic 
chlorinated hydrocarbons used as electrical insulating media. Askarels 
of various compositional types are used. Under arcing conditions the 
gases produced, while consisting predominantly of noncombustible 
hydrogen chloride, can include varying amounts of combustible gases 
depending upon the askarel type.
    Attachment plug (Plug cap)(Cap). A device which, by insertion in a 
receptacle, establishes connection between the conductors of the 
attached flexible cord and the conductors connected permanently to the 
receptacle.
    Automatic. Self-acting, operating by its own mechanism when actuated 
by some impersonal influence, as for example, a change in current 
strength, pressure, temperature, or mechanical configuration.
    Bare conductor. See ``Conductor.''
    Bonding. The permanent joining of metallic parts to form an 
electrically conductive path which will assure electrical continuity and 
the capacity to conduct safely any current likely to be imposed.
    Bonding jumper. A reliable conductor to assure the required 
electrical conductivity between metal parts required to be electrically 
connected.
    Branch circuit. The circuit conductors between the final overcurrent 
device protecting the circuit and the outlet(s).
    Building. A structure which stands alone or which is cut off from 
adjoining structures by fire walls with all openings therein protected 
by approved fire doors.
    Cabinet. An enclosure designed either for surface or flush mounting, 
and provided with a frame, mat, or trim in which a swinging door or 
doors are or may be hung.
    Certified. Equipment is ``certified'' if it:
    (a) Has been tested and found by a qualified testing laboratory to 
meet applicable test standards or to be safe for use in a specified 
manner, and
    (b) Is of a kind whose production is periodically inspected by a 
qualified testing laboratory. Certified equipment must bear a label, 
tag, or other record of certification.
    Circuit breaker--(a) (600 volts nominal, or less.) A device designed 
to open and close a circuit by nonautomatic means and to open the 
circuit automatically on a predetermined overcurrent without injury to 
itself when properly applied within its rating.
    (b) (Over 600 volts, nominal.) A switching device capable of making, 
carrying, and breaking currents under normal circuit conditions, and 
also making, carrying for a specified time, and breaking currents under 
specified abnormal circuit conditions, such as those of short circuit.
    Class I locations. Class I locations are those in which flammable 
gases or vapors are or may be present in the air in quantities 
sufficient to produce explosive or ignitible mixtures. Class I locations 
include the following:
    (a) Class I, Division 1. A Class I, Division 1 location is a 
location:
    (1) In which ignitible concentrations of flammable gases or vapors 
may exist under normal operating conditions; or
    (2) In which ignitible concentrations of such gases or vapors may 
exist frequently because of repair or maintenance operations or because 
of leakage; or
    (3) In which breakdown or faulty operation of equipment or processes 
might release ignitible concentrations of flammable gases or vapors, and 
might also cause simultaneous failure of electric equipment.


[[Page 276]]


    Note: This classification usually includes locations where volatile 
flammable liquids or liquefied flammable gases are transferred from one 
container to another; interiors of spray booths and areas in the 
vicinity of spraying and painting operations where volatile flammable 
solvents are used; locations containing open tanks or vats of volatile 
flammable liquids; drying rooms or compartments for the evaporation of 
flammable solvents; inadequately ventilated pump rooms for flammable gas 
or for volatile flammable liquids; and all other locations where 
ignitible concentrations of flammable vapors or gases are likely to 
occur in the course of normal operations.

    (b) Class I, Division 2. A Class I, Division 2 location is a 
location:
    (1) In which volatile flammable liquids or flammable gases are 
handled, processed, or used, but in which the hazardous liquids, vapors, 
or gases will normally be confined within closed containers or closed 
systems from which they can escape only in case of accidental rupture or 
breakdown of such containers or systems, or in case of abnormal 
operation of equipment; or
    (2) In which ignitible concentrations of gases or vapors are 
normally prevented by positive mechanical ventilation, and which might 
become hazardous through failure or abnormal operations of the 
ventilating equipment; or
    (3) That is adjacent to a Class I, Division 1 location, and to which 
ignitible concentrations of gases or vapors might occasionally be 
communicated unless such communication is prevented by adequate 
positive-pressure ventilation from a source of clean air, and effective 
safeguards against ventilation failure are provided.

    Note: This classification usually includes locations where volatile 
flammable liquids or flammable gases or vapors are used, but which would 
become hazardous only in case of an accident or of some unusual 
operating condition. The quantity of flammable material that might 
escape in case of accident, the adequacy of ventilating equipment, the 
total area involved, and the record of the industry or business with 
respect to explosions or fires are all factors that merit consideration 
in determining the classification and extent of each location.
    Piping without valves, checks, meters, and similar devices would not 
ordinarily introduce a hazardous condition even though used for 
flammable liquids or gases. Locations used for the storage of flammable 
liquids or of liquefied or compressed gases in sealed containers would 
not normally be considered hazardous unless also subject to other 
hazardous conditions.
    Electrical conduits and their associated enclosures separated from 
process fluids by a single seal or barrier are classed as a Division 2 
location if the outside of the conduit and enclosures is a nonhazardous 
location.

    Class II locations. Class II locations are those that are hazardous 
because of the presence of combustible dust. Class II locations include 
the following:
    (a) Class II, Division 1. A Class II, Division 1 location is a 
location:
    (1) In which combustible dust is or may be in suspension in the air 
under normal operating conditions, in quantities sufficient to produce 
explosive or ignitible mixtures; or
    (2) Where mechanical failure or abnormal operation of machinery or 
equipment might cause such explosive or ignitible mixtures to be 
produced, and might also provide a source of ignition through 
simultaneous failure of electric equipment, operation of protection 
devices, or from other causes, or
    (3) In which combustible dusts of an electrically conductive nature 
may be present.

    Note: Combustible dusts which are electrically nonconductive include 
dusts produced in the handling and processing of grain and grain 
products, pulverized sugar and cocoa, dried egg and milk powders, 
pulverized spices, starch and pastes, potato and woodflour, oil meal 
from beans and seed, dried hay, and other organic materials which may 
produce combustible dusts when processed or handled. Dusts containing 
magnesium or aluminum are particularly hazardous and the use of extreme 
caution is necessary to avoid ignition and explosion.

    (b) Class II, Division 2. A Class II, Division 2 location is a 
location in which:
    (1) Combustible dust will not normally be in suspension in the air 
in quantities sufficient to produce explosive or ignitible mixtures, and 
dust accumulations are normally insufficient to interfere with the 
normal operation of electrical equipment or other apparatus; or
    (2) Dust may be in suspension in the air as a result of infrequent 
malfunctioning of handling or processing equipment, and dust 
accumulations resulting therefrom may be ignitible by

[[Page 277]]

abnormal operation or failure of electrical equipment or other 
apparatus.

    Note: This classification includes locations where dangerous 
concentrations of suspended dust would not be likely but where dust 
accumulations might form on or in the vicinity of electric equipment. 
These areas may contain equipment from which appreciable quantities of 
dust would escape under abnormal operating conditions or be adjacent to 
a Class II Division 1 location, as described above, into which an 
explosive or ignitible concentration of dust may be put into suspension 
under abnormal operating conditions.

    Class III locations. Class III locations are those that are 
hazardous because of the presence of easily ignitible fibers or flyings 
but in which such fibers or flyings are not likely to be in suspension 
in the air in quantities sufficient to produce ignitible mixtures. Class 
111 locations include the following:
    (a) Class III, Division 1. A Class III, Division 1 location is a 
location in which easily ignitible fibers or materials producing 
combustible flyings are handled, manufactured, or used.

    Note: Easily ignitible fibers and flyings include rayon, cotton 
(including cotton linters and cotton waste), sisal or henequen, istle, 
jute, hemp, tow, cocoa fiber, oakum, baled waste kapok, Spanish moss, 
excelsior, sawdust, woodchips, and other material of similar nature.

    (b) Class III, Division 2. A Class III, Division 2 location is a 
location in which easily ignitible fibers are stored or handled, except 
in process of manufacture.
    Collector ring. A collector ring is an assembly of slip rings for 
transferring electrical energy from a stationary to a rotating member.
    Concealed. Rendered inaccessible by the structure or finish of the 
building. Wires in concealed raceways are considered concealed, even 
though they may become accessible by withdrawing them. [See 
``Accessible. (As applied to wiring methods.)'']
    Conductor--(a) Bare. A conductor having no covering or electrical 
insulation whatsoever.
    (b) Covered. A conductor encased within material of composition or 
thickness that is not recognized as electrical insulation.
    (c) Insulated. A conductor encased within material of composition 
and thickness that is recognized as electrical insulation.
    Controller. A device or group of devices that serves to govern, in 
some predetermined manner, the electric power delivered to the apparatus 
to which it is connected.
    Covered conductor. See ``Conductor.''
    Cutout. (Over 600 volts, nominal.) An assembly of a fuse support 
with either a fuseholder, fuse carrier, or disconnecting blade. The 
fuseholder or fuse carrier may include a conducting element (fuse link), 
or may act as the disconnecting blade by the inclusion of a nonfusible 
member.
    Cutout box. An enclosure designed for surface mounting and having 
swinging doors or covers secured directly to and telescoping with the 
walls of the box proper. (See ``Cabinet.'')
    Damp location. See ``Location.''
    Dead front. Without live parts exposed to a person on the operating 
side of the equipment.
    Device. A unit of an electrical system which is intended to carry 
but not utilize electric energy.
    Disconnecting means. A device, or group of devices, or other means 
by which the conductors of a circuit can be disconnected from their 
source of supply.
    Disconnecting (or Isolating) switch. (Over 600 volts, nominal.) A 
mechanical switching device used for isolating a circuit or equipment 
from a source of power.
    Dry location. See ``Location.''
    Enclosed. Surrounded by a case, housing, fence or walls which will 
prevent persons from accidentally contacting energized parts.
    Enclosure. The case or housing of apparatus, or the fence or walls 
surrounding an installation to prevent personnel from accidentally 
contacting energized parts, or to protect the equipment from physical 
damage.
    Equipment. A general term including material, fittings, devices, 
appliances, fixtures, apparatus, and the like, used as a part of, or in 
connection with, an electrical installation.
    Equipment grounding conductor. See ``Grounding conductor, 
equipment.''

[[Page 278]]

    Explosion-proof apparatus. Apparatus enclosed in a case that is 
capable of withstanding an explosion of a specified gas or vapor which 
may occur within it and of preventing the ignition of a specified gas or 
vapor surrounding the enclosure by sparks, flashes, or explosion of the 
gas or vapor within, and which operates at such an external temperature 
that it will not ignite a surrounding flammable atmosphere.
    Exposed. (As applied to live parts.) Capable of being inadvertently 
touched or approached nearer than a safe distance by a person. It is 
applied to parts not suitably guarded, isolated, or insulated. (See 
``Accessible and ``Concealed.'')
    Exposed. (As applied to wiring methods.) On or attached to the 
surface or behind panels designed to allow access. [See ``Accessible. 
(As applied to wiring methods.)'']
    Exposed. (For the purposes of Sec. 1926.408(d), Communications 
systems.) Where the circuit is in such a position that in case of 
failure of supports or insulation, contact with another circuit may 
result.
    Externally operable. Capable of being operated without exposing the 
operator to contact with live parts.
    Feeder. All circuit conductors between the service equipment, or the 
generator switchboard of an isolated plant, and the final branch-circuit 
overcurrent device.
    Festoon lighting. A string of outdoor lights suspended between two 
points more than 15 feet (4.57 m) apart.
    Fitting. An accessory such as a locknut, bushing, or other part of a 
wiring system that is intended primarily to perform a mechanical rather 
than an electrical function.
    Fuse. (Over 600 volts, nominal.) An overcurrent protective device 
with a circuit opening fusible part that is heated and severed by the 
passage of overcurrent through it. A fuse comprises all the parts that 
form a unit capable of performing the prescribed functions. It may or 
may not be the complete device necessary to connect it into an 
electrical circuit.
    Ground. A conducting connection, whether intentional or accidental, 
between an electrical circuit or equipment and the earth, or to some 
conducting body that serves in place of the earth.
    Grounded. Connected to earth or to some conducting body that serves 
in place of the earth.
    Grounded, effectively (Over 600 volts, nominal.) Permanently 
connected to earth through a ground connection of sufficiently low 
impedance and having sufficient ampacity that ground fault current which 
may occur cannot build up to voltages dangerous to personnel.
    Grounded conductor. A system or circuit conductor that is 
intentionally grounded.
    Grounding conductor. A conductor used to connect equipment or the 
grounded circuit of a wiring system to a grounding electrode or 
electrodes.
    Grounding conductor, equipment. The conductor used to connect the 
noncurrent-carrying metal parts of equipment, raceways, and other 
enclosures to the system grounded conductor and/or the grounding 
electrode conductor at the service equipment or at the source of a 
separately derived system.
    Grounding electrode conductor. The conductor used to connect the 
grounding electrode to the equipment grounding conductor and/or to the 
grounded conductor of the circuit at the service equipment or at the 
source of a separately derived system.
    Ground-fault circuit interrupter. A device for the protection of 
personnel that functions to deenergize a circuit or portion thereof 
within an established period of time when a current to ground exceeds 
some predetermined value that is less than that required to operate the 
overcurrent protective device of the supply circuit.
    Guarded. Covered, shielded, fenced, enclosed, or otherwise protected 
by means of suitable covers, casings, barriers, rails, screens, mats, or 
platforms to remove the likelihood of approach to a point of danger or 
contact by persons or objects.
    Hoistway. Any shaftway, hatchway, well hole, or other vertical 
opening or space in which an elevator or dumbwaiter is designed to 
operate.
    Identified (conductors or terminals). Identified, as used in 
reference to a conductor or its terminal, means that such conductor or 
terminal can be recognized as grounded.

[[Page 279]]

    Identified (for the use). Recognized as suitable for the specific 
purpose, function, use, environment, application, etc. where described 
as a requirement in this standard. Suitability of equipment for a 
specific purpose, environment, or application is determined by a 
qualified testing laboratory where such identification includes labeling 
or listing.
    Insulated conductor. See ``Conductor.''
    Interrupter switch. (Over 600 volts, nominal.) A switch capable of 
making, carrying, and interrupting specified currents.
    Intrinsically safe equipment and associated wiring. Equipment and 
associated wiring in which any spark or thermal effect, produced either 
normally or in specified fault conditions, is incapable, under certain 
prescribed test conditions, of causing ignition of a mixture of 
flammable or combustible material in air in its most easily ignitible 
concentration.
    Isolated. Not readily accessible to persons unless special means for 
access are used.
    Isolated power system. A system comprising an isolating transformer 
or its equivalent, a line isolation monitor, and its ungrounded circuit 
conductors.
    Labeled. Equipment or materials to which has been attached a label, 
symbol or other identifying mark of a qualified testing laboratory which 
indicates compliance with appropriate standards or performance in a 
specified manner.
    Lighting outlet. An outlet intended for the direct connection of a 
lampholder, a lighting fixture, or a pendant cord terminating in a 
lampholder.
    Listed. Equipment or materials included in a list published by a 
qualified testing laboratory whose listing states either that the 
equipment or material meets appropriate standards or has been tested and 
found suitable for use in a specified manner.
    Location--(a) Damp location. Partially protected locations under 
canopies, marquees, roofed open porches, and like locations, and 
interior locations subject to moderate degrees of moisture, such as some 
basements.
    (b) Dry location. A location not normally subject to dampness or 
wetness. A location classified as dry may be temporarily subject to 
dampness or wetness, as in the case of a building under construction.
    (c) Wet location. Installations underground or in concrete slabs or 
masonry in direct contact with the earth, and locations subject to 
saturation with water or other liquids, such as locations exposed to 
weather and unprotected.
    Mobile X-ray. X-ray equipment mounted on a permanent base with 
wheels and/or casters for moving while completely assembled.
    Motor control center. An assembly of one or more enclosed sections 
having a common power bus and principally containing motor control 
units.
    Outlet. A point on the wiring system at which current is taken to 
supply utilization equipment.
    Overcurrent. Any current in excess of the rated current of equipment 
or the ampacity of a conductor. It may result from overload (see 
definition), short circuit, or ground fault. A current in excess of 
rating may be accommodated by certain equipment and conductors for a 
given set of conditions. Hence the rules for overcurrent protection are 
specific for particular situations.
    Overload. Operation of equipment in excess of normal, full load 
rating, or of a conductor in excess of rated ampacity which, when it 
persists for a sufficient length of time, would cause damage or 
dangerous overheating. A fault, such as a short circuit or ground fault, 
is not an overload. (See``Overcurrent.'')
    Panelboard. A single panel or group of panel units designed for 
assembly in the form of a single panel; including buses, automatic 
overcurrent devices, and with or without switches for the control of 
light, heat, or power circuits; designed to be placed in a cabinet or 
cutout box placed in or against a wall or partition and accessible only 
from the front. (See ``Switchboard.'')
    Portable X-ray. X-ray equipment designed to be hand-carried.
    Power fuse. (Over 600 volts, nominal.) See ``Fuse.''
    Power outlet. An enclosed assembly which may include receptacles, 
circuit breakers, fuseholders, fused switches, buses and watt-hour meter 
mounting means; intended to serve as a means

[[Page 280]]

for distributing power required to operate mobile or temporarily 
installed equipment.
    Premises wiring system. That interior and exterior wiring, including 
power, lighting, control, and signal circuit wiring together with all of 
its associated hardware, fittings, and wiring devices, both permanently 
and temporarily installed, which extends from the load end of the 
service drop, or load end of the service lateral conductors to the 
outlet(s). Such wiring does not include wiring internal to appliances, 
fixtures, motors, controllers, motor control centers, and similar 
equipment.
    Qualified person. One familiar with the construction and operation 
of the equipment and the hazards involved.
    Qualified testing laboratory. A properly equipped and staffed 
testing laboratory which has capabilities for and which provides the 
following services:
    (a) Experimental testing for safety of specified items of equipment 
and materials referred to in this standard to determine compliance with 
appropriate test standards or performance in a specified manner;
    (b) Inspecting the run of such items of equipment and materials at 
factories for product evaluation to assure compliance with the test 
standards;
    (c) Service-value determinations through field inspections to 
monitor the proper use of labels on products and with authority for 
recall of the label in the event a hazardous product is installed;
    (d) Employing a controlled procedure for identifying the listed and/
or labeled equipment or materials tested; and
    (e) Rendering creditable reports or findings that are objective and 
without bias of the tests and test methods employed.
    Raceway. A channel designed expressly for holding wires, cables, or 
busbars, with additional functions as permitted in this subpart. 
Raceways may be of metal or insulating material, and the term includes 
rigid metal conduit, rigid nonmetallic conduit, intermediate metal 
conduit, liquidtight flexible metal conduit, flexible metallic tubing, 
flexible metal conduit, electrical metallic tubing, underfloor raceways, 
cellular concrete floor raceways, cellular metal floor raceways, surface 
raceways, wireways, and busways.
    Readily accessible. Capable of being reached quickly for operation, 
renewal, or inspections, without requiring those to whom ready access is 
requisite to climb over or remove obstacles or to resort to portable 
ladders, chairs, etc. (See ``Accessible.'')
    Receptacle. A receptacle is a contact device installed at the outlet 
for the connection of a single attachment plug. A single receptacle is a 
single contact device with no other contact device on the same yoke. A 
multiple receptacle is a single device containing two or more 
receptacles.
    Receptacle outlet. An outlet where one or more receptacles are 
installed.
    Remote-control circuit. Any electric circuit that controls any other 
circuit through a relay or an equivalent device.
    Sealable equipment. Equipment enclosed in a case or cabinet that is 
provided with a means of sealing or locking so that live parts cannot be 
made accessible without opening the enclosure. The equipment may or may 
not be operable without opening the enclosure.
    Separately derived system. A premises wiring system whose power is 
derived from generator, transformer, or converter windings and has no 
direct electrical connection, including a solidly connected grounded 
circuit conductor, to supply conductors originating in another system.
    Service. The conductors and equipment for delivering energy from the 
electricity supply system to the wiring system of the premises served.
    Service conductors. The supply conductors that extend from the 
street main or from transformers to the service equipment of the 
premises supplied.
    Service drop. The overhead service conductors from the last pole or 
other aerial support to and including the splices, if any, connecting to 
the service-entrance conductors at the building or other structure.
    Service-entrance conductors, overhead system. The service conductors 
between the terminals of the service equipment and a point usually 
outside the building, clear of building walls, where

[[Page 281]]

joined by tap or splice to the service drop.
    Service-entrance conductors, underground system. The service 
conductors between the terminals of the service equipment and the point 
of connection to the service lateral. Where service equipment is located 
outside the building walls, there may be no service-entrance conductors, 
or they may be entirely outside the building.
    Service equipment. The necessary equipment, usually consisting of a 
circuit breaker or switch and fuses, and their accessories, located near 
the point of entrance of supply conductors to a building or other 
structure, or an otherwise defined area, and intended to constitute the 
main control and means of cutoff of the supply.
    Service raceway. The raceway that encloses the service-entrance 
conductors.
    Signaling circuit. Any electric circuit that energizes signaling 
equipment.
    Switchboard. A large single panel, frame, or assembly of panels 
which have switches, buses, instruments, overcurrent and other 
protective devices mounted on the face or back or both. Switchboards are 
generally accessible from the rear as well as from the front and are not 
intended to be installed in cabinets. (See ``Panelboard.'')
    Switches--(a) General-use switch. A switch intended for use in 
general distribution and branch circuits. It is rated in amperes, and it 
is capable of interrupting its rated current at its rated voltage.
    (b) General-use snap switch. A form of general-use switch so 
constructed that it can be installed in flush device boxes or on outlet 
box covers, or otherwise used in conjunction with wiring systems 
recognized by this subpart.
    (c) Isolating switch. A switch intended for isolating an electric 
circuit from the source of power. It has no interrupting rating, and it 
is intended to be operated only after the circuit has been opened by 
some other means.
    (d) Motor-circuit switch. A switch, rated in horsepower, capable of 
interrupting the maximum operating overload current of a motor of the 
same horsepower rating as the switch at the rated voltage.
    Switching devices. (Over 600 volts, nominal.) Devices designed to 
close and/or open one or more electric circuits. Included in this 
category are circuit breakers, cutouts, disconnecting (or isolating) 
switches, disconnecting means, and interrupter switches.
    Transportable X-ray. X-ray equipment installed in a vehicle or that 
may readily be disassembled for transport in a vehicle.
    Utilization equipment. Utilization equipment means equipment which 
utilizes electric energy for mechanical, chemical, heating, lighting, or 
similar useful purpose.
    Utilization system. A utilization system is a system which provides 
electric power and light for employee workplaces, and includes the 
premises wiring system and utilization equipment.
    Ventilated. Provided with a means to permit circulation of air 
sufficient to remove an excess of heat, fumes, or vapors.
    Volatile flammable liquid. A flammable liquid having a flash point 
below 38 degrees C (100 degrees F) or whose temperature is above its 
flash point, or a Class II combustible liquid having a vapor pressure 
not exceeding 40 psia (276 kPa) at 38 [deg]C (100 [deg]F) whose 
temperature is above its flash point.
    Voltage. (Of a circuit.) The greatest root-mean-square (effective) 
difference of potential between any two conductors of the circuit 
concerned.
    Voltage, nominal. A nominal value assigned to a circuit or system 
for the purpose of conveniently designating its voltage class (as 120/
240, 480Y/277, 600, etc.). The actual voltage at which a circuit 
operates can vary from the nominal within a range that permits 
satisfactory operation of equipment.
    Voltage to ground. For grounded circuits, the voltage between the 
given conductor and that point or conductor of the circuit that is 
grounded; for ungrounded circuits, the greatest voltage between the 
given conductor and any other conductor of the circuit.
    Watertight. So constructed that moisture will not enter the 
enclosure.
    Weatherproof. So constructed or protected that exposure to the 
weather will not interfere with successful operation. Rainproof, 
raintight, or watertight equipment can fulfill the requirements for 
weatherproof where varying weather conditions other than wetness,

[[Page 282]]

such as snow, ice, dust, or temperature extremes, are not a factor.
    Wet location. See ``Location.''



                           Subpart L_Scaffolds

    Authority: Section 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); Secs. 4, 6, 8, Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of 
Labor's Order No. 1-90 (55 FR 9033); and 29 CFR Part 1911.

    Source: 61 FR 46104, Aug. 30, 1996, unless otherwise noted.



Sec. 1926.450  Scope, application and definitions applicable to this subpart.

    (a) Scope and application. This subpart applies to all scaffolds 
used in workplaces covered by this part. It does not apply to crane or 
derrick suspended personnel platforms, which are covered by Sec. 
1926.550(g). The criteria for aerial lifts are set out exclusively in 
Sec. 1926.453.
    (b) Definitions. Adjustable suspension scaffold means a suspension 
scaffold equipped with a hoist(s) that can be operated by an employee(s) 
on the scaffold.
    Bearer (putlog) means a horizontal transverse scaffold member (which 
may be supported by ledgers or runners) upon which the scaffold platform 
rests and which joins scaffold uprights, posts, poles, and similar 
members.
    Boatswains' chair means a single-point adjustable suspension 
scaffold consisting of a seat or sling designed to support one employee 
in a sitting position.
    Body belt (safety belt) means a strap with means both for securing 
it about the waist and for attaching it to a lanyard, lifeline, or 
deceleration device.
    Body harness means a design of straps which may be secured about the 
employee in a manner to distribute the fall arrest forces over at least 
the thighs, pelvis, waist, chest and shoulders, with means for attaching 
it to other components of a personal fall arrest system.
    Brace means a rigid connection that holds one scaffold member in a 
fixed position with respect to another member, or to a building or 
structure.
    Bricklayers' square scaffold means a supported scaffold composed of 
framed squares which support a platform.
    Carpenters' bracket scaffold means a supported scaffold consisting 
of a platform supported by brackets attached to building or structural 
walls.
    Catenary scaffold means a suspension scaffold consisting of a 
platform supported by two essentially horizontal and parallel ropes 
attached to structural members of a building or other structure. 
Additional support may be provided by vertical pickups.
    Chimney hoist means a multi-point adjustable suspension scaffold 
used to provide access to work inside chimneys. (See ``Multi-point 
adjustable suspension scaffold''.)
    Cleat means a structural block used at the end of a platform to 
prevent the platform from slipping off its supports. Cleats are also 
used to provide footing on sloped surfaces such as crawling boards.
    Competent person means one who is capable of identifying existing 
and predictable hazards in the surroundings or working conditions which 
are unsanitary, hazardous, or dangerous to employees, and who has 
authorization to take prompt corrective measures to eliminate them.
    Continuous run scaffold (Run scaffold) means a two- point or multi-
point adjustable suspension scaffold constructed using a series of 
interconnected braced scaffold members or supporting structures erected 
to form a continuous scaffold.
    Coupler means a device for locking together the tubes of a tube and 
coupler scaffold.
    Crawling board (chicken ladder) means a supported scaffold 
consisting of a plank with cleats spaced and secured to provide footing, 
for use on sloped surfaces such as roofs.
    Deceleration device means any mechanism, such as a rope grab, rip-
stitch lanyard, specially-woven lanyard, tearing or deforming lanyard, 
or automatic self-retracting lifeline lanyard, which dissipates a 
substantial amount of energy during a fall arrest or limits the energy 
imposed on an employee during fall arrest.
    Double pole (independent pole) scaffold means a supported scaffold 
consisting

[[Page 283]]

of a platform(s) resting on cross beams (bearers) supported by ledgers 
and a double row of uprights independent of support (except ties, guys, 
braces) from any structure.
    Equivalent means alternative designs, materials or methods to 
protect against a hazard which the employer can demonstrate will provide 
an equal or greater degree of safety for employees than the methods, 
materials or designs specified in the standard.
    Exposed power lines means electrical power lines which are 
accessible to employees and which are not shielded from contact. Such 
lines do not include extension cords or power tool cords.
    Eye or Eye splice means a loop with or without a thimble at the end 
of a wire rope.
    Fabricated decking and planking means manufactured platforms made of 
wood (including laminated wood, and solid sawn wood planks), metal or 
other materials.
    Fabricated frame scaffold (tubular welded frame scaffold) means a 
scaffold consisting of a platform(s) supported on fabricated end frames 
with integral posts, horizontal bearers, and intermediate members.
    Failure means load refusal, breakage, or separation of component 
parts. Load refusal is the point where the ultimate strength is 
exceeded.
    Float (ship) scaffold means a suspension scaffold consisting of a 
braced platform resting on two parallel bearers and hung from overhead 
supports by ropes of fixed length.
    Form scaffold means a supported scaffold consisting of a platform 
supported by brackets attached to formwork.
    Guardrail system means a vertical barrier, consisting of, but not 
limited to, toprails, midrails, and posts, erected to prevent employees 
from falling off a scaffold platform or walkway to lower levels.
    Hoist means a manual or power-operated mechanical device to raise or 
lower a suspended scaffold.
    Horse scaffold means a supported scaffold consisting of a platform 
supported by construction horses (saw horses). Horse scaffolds 
constructed of metal are sometimes known as trestle scaffolds.
    Independent pole scaffold (see ``Double pole scaffold'').
    Interior hung scaffold means a suspension scaffold consisting of a 
platform suspended from the ceiling or roof structure by fixed length 
supports.
    Ladder jack scaffold means a supported scaffold consisting of a 
platform resting on brackets attached to ladders.
    Ladder stand means a mobile, fixed-size, self-supporting ladder 
consisting of a wide flat tread ladder in the form of stairs.
    Landing means a platform at the end of a flight of stairs.
    Large area scaffold means a pole scaffold, tube and coupler 
scaffold, systems scaffold, or fabricated frame scaffold erected over 
substantially the entire work area. For example: a scaffold erected over 
the entire floor area of a room.
    Lean-to scaffold means a supported scaffold which is kept erect by 
tilting it toward and resting it against a building or structure.
    Lifeline means a component consisting of a flexible line that 
connects to an anchorage at one end to hang vertically (vertical 
lifeline), or that connects to anchorages at both ends to stretch 
horizontally (horizontal lifeline), and which serves as a means for 
connecting other components of a personal fall arrest system to the 
anchorage.
    Lower levels means areas below the level where the employee is 
located and to which an employee can fall. Such areas include, but are 
not limited to, ground levels, floors, roofs, ramps, runways, 
excavations, pits, tanks, materials, water, and equipment.
    Masons' adjustable supported scaffold (see ``Self-contained 
adjustable scaffold'').
    Masons' multi-point adjustable suspension scaffold means a 
continuous run suspension scaffold designed and used for masonry 
operations.
    Maximum intended load means the total load of all persons, 
equipment, tools, materials, transmitted loads, and other loads 
reasonably anticipated to be applied to a scaffold or scaffold component 
at any one time.

[[Page 284]]

    Mobile scaffold means a powered or unpowered, portable, caster or 
wheel-mounted supported scaffold.
    Multi-level suspended scaffold means a two-point or multi-point 
adjustable suspension scaffold with a series of platforms at various 
levels resting on common stirrups.
    Multi-point adjustable suspension scaffold means a suspension 
scaffold consisting of a platform(s) which is suspended by more than two 
ropes from overhead supports and equipped with means to raise and lower 
the platform to desired work levels. Such scaffolds include chimney 
hoists.
    Needle beam scaffold means a platform suspended from needle beams.
    Open sides and ends means the edges of a platform that are more than 
14 inches (36 cm) away horizontally from a sturdy, continuous, vertical 
surface (such as a building wall) or a sturdy, continuous horizontal 
surface (such as a floor), or a point of access. Exception: For 
plastering and lathing operations the horizontal threshold distance is 
18 inches (46 cm).
    Outrigger means the structural member of a supported scaffold used 
to increase the base width of a scaffold in order to provide support for 
and increased stability of the scaffold.
    Outrigger beam (Thrustout) means the structural member of a 
suspension scaffold or outrigger scaffold which provides support for the 
scaffold by extending the scaffold point of attachment to a point out 
and away from the structure or building.
    Outrigger scaffold means a supported scaffold consisting of a 
platform resting on outrigger beams (thrustouts) projecting beyond the 
wall or face of the building or structure, the inboard ends of which are 
secured inside the building or structure.
    Overhand bricklaying means the process of laying bricks and masonry 
units such that the surface of the wall to be jointed is on the opposite 
side of the wall from the mason, requiring the mason to lean over the 
wall to complete the work. It includes mason tending and electrical 
installation incorporated into the brick wall during the overhand 
bricklaying process.
    Personal fall arrest system means a system used to arrest an 
employee's fall. It consists of an anchorage, connectors, a body belt or 
body harness and may include a lanyard, deceleration device, lifeline, 
or combinations of these.
    Platform means a work surface elevated above lower levels. Platforms 
can be constructed using individual wood planks, fabricated planks, 
fabricated decks, and fabricated platforms.
    Pole scaffold (see definitions for ``Single-pole scaffold'' and 
``Double (independent) pole scaffold'').
    Power operated hoist means a hoist which is powered by other than 
human energy.
    Pump jack scaffold means a supported scaffold consisting of a 
platform supported by vertical poles and movable support brackets.
    Qualified means one who, by possession of a recognized degree, 
certificate, or professional standing, or who by extensive knowledge, 
training, and experience, has successfully demonstrated his/her ability 
to solve or resolve problems related to the subject matter, the work, or 
the project.
    Rated load means the manufacturer's specified maximum load to be 
lifted by a hoist or to be applied to a scaffold or scaffold component.
    Repair bracket scaffold means a supported scaffold consisting of a 
platform supported by brackets which are secured in place around the 
circumference or perimeter of a chimney, stack, tank or other supporting 
structure by one or more wire ropes placed around the supporting 
structure.
    Roof bracket scaffold means a rooftop supported scaffold consisting 
of a platform resting on angular-shaped supports.
    Runner (ledger or ribbon) means the lengthwise horizontal spacing or 
bracing member which may support the bearers.
    Scaffold means any temporary elevated platform (supported or 
suspended) and its supporting structure (including points of anchorage), 
used for supporting employees or materials or both.
    Self-contained adjustable scaffold means a combination supported and 
suspension scaffold consisting of an adjustable platform(s) mounted on 
an

[[Page 285]]

independent supporting frame(s) not a part of the object being worked 
on, and which is equipped with a means to permit the raising and 
lowering of the platform(s). Such systems include rolling roof rigs, 
rolling outrigger systems, and some masons' adjustable supported 
scaffolds.
    Shore scaffold means a supported scaffold which is placed against a 
building or structure and held in place with props.
    Single-point adjustable suspension scaffold means a suspension 
scaffold consisting of a platform suspended by one rope from an overhead 
support and equipped with means to permit the movement of the platform 
to desired work levels.
    Single-pole scaffold means a supported scaffold consisting of a 
platform(s) resting on bearers, the outside ends of which are supported 
on runners secured to a single row of posts or uprights, and the inner 
ends of which are supported on or in a structure or building wall.
    Stair tower (Scaffold stairway/tower) means a tower comprised of 
scaffold components and which contains internal stairway units and rest 
platforms. These towers are used to provide access to scaffold platforms 
and other elevated points such as floors and roofs.
    Stall load means the load at which the prime-mover of a power-
operated hoist stalls or the power to the prime-mover is automatically 
disconnected.
    Step, platform, and trestle ladder scaffold means a platform resting 
directly on the rungs of step ladders or trestle ladders.
    Stilts means a pair of poles or similar supports with raised 
footrests, used to permit walking above the ground or working surface.
    Stonesetters' multi-point adjustable suspension scaffold means a 
continuous run suspension scaffold designed and used for stonesetters' 
operations.
    Supported scaffold means one or more platforms supported by 
outrigger beams, brackets, poles, legs, uprights, posts, frames, or 
similar rigid support.
    Suspension scaffold means one or more platforms suspended by ropes 
or other non-rigid means from an overhead structure(s).
    System scaffold means a scaffold consisting of posts with fixed 
connection points that accept runners, bearers, and diagonals that can 
be interconnected at predetermined levels.
    Tank builders' scaffold means a supported scaffold consisting of a 
platform resting on brackets that are either directly attached to a 
cylindrical tank or attached to devices that are attached to such a 
tank.
    Top plate bracket scaffold means a scaffold supported by brackets 
that hook over or are attached to the top of a wall. This type of 
scaffold is similar to carpenters' bracket scaffolds and form scaffolds 
and is used in residential construction for setting trusses.
    Tube and coupler scaffold means a supported or suspended scaffold 
consisting of a platform(s) supported by tubing, erected with coupling 
devices connecting uprights, braces, bearers, and runners.
    Tubular welded frame scaffold (see ``Fabricated frame scaffold'').
    Two-point suspension scaffold (swing stage) means a suspension 
scaffold consisting of a platform supported by hangers (stirrups) 
suspended by two ropes from overhead supports and equipped with means to 
permit the raising and lowering of the platform to desired work levels.
    Unstable objects means items whose strength, configuration, or lack 
of stability may allow them to become dislocated and shift and therefore 
may not properly support the loads imposed on them. Unstable objects do 
not constitute a safe base support for scaffolds, platforms, or 
employees. Examples include, but are not limited to, barrels, boxes, 
loose brick, and concrete blocks.
    Vertical pickup means a rope used to support the horizontal rope in 
catenary scaffolds.
    Walkway means a portion of a scaffold platform used only for access 
and not as a work level.
    Window jack scaffold means a platform resting on a bracket or jack 
which projects through a window opening.



Sec. 1926.451  General requirements.

    This section does not apply to aerial lifts, the criteria for which 
are set out exclusively in Sec. 1926.453.

[[Page 286]]

    (a) Capacity. (1) Except as provided in paragraphs (a)(2), (a)(3), 
(a)(4), (a)(5) and (g) of this section, each scaffold and scaffold 
component shall be capable of supporting, without failure, its own 
weight and at least 4 times the maximum intended load applied or 
transmitted to it.
    (2) Direct connections to roofs and floors, and counterweights used 
to balance adjustable suspension scaffolds, shall be capable of 
resisting at least 4 times the tipping moment imposed by the scaffold 
operating at the rated load of the hoist, or 1.5 (minimum) times the 
tipping moment imposed by the scaffold operating at the stall load of 
the hoist, whichever is greater.
    (3) Each suspension rope, including connecting hardware, used on 
non-adjustable suspension scaffolds shall be capable of supporting, 
without failure, at least 6 times the maximum intended load applied or 
transmitted to that rope.
    (4) Each suspension rope, including connecting hardware, used on 
adjustable suspension scaffolds shall be capable of supporting, without 
failure, at least 6 times the maximum intended load applied or 
transmitted to that rope with the scaffold operating at either the rated 
load of the hoist, or 2 (minimum) times the stall load of the hoist, 
whichever is greater.
    (5) The stall load of any scaffold hoist shall not exceed 3 times 
its rated load.
    (6) Scaffolds shall be designed by a qualified person and shall be 
constructed and loaded in accordance with that design. Non-mandatory 
Appendix A to this subpart contains examples of criteria that will 
enable an employer to comply with paragraph (a) of this section.
    (b) Scaffold platform construction. (1) Each platform on all working 
levels of scaffolds shall be fully planked or decked between the front 
uprights and the guardrail supports as follows:
    (i) Each platform unit (e.g., scaffold plank, fabricated plank, 
fabricated deck, or fabricated platform) shall be installed so that the 
space between adjacent units and the space between the platform and the 
uprights is no more than 1 inch (2.5 cm) wide, except where the employer 
can demonstrate that a wider space is necessary (for example, to fit 
around uprights when side brackets are used to extend the width of the 
platform).
    (ii) Where the employer makes the demonstration provided for in 
paragraph (b)(1)(i) of this section, the platform shall be planked or 
decked as fully as possible and the remaining open space between the 
platform and the uprights shall not exceed 9\1/2\ inches (24.1 cm).
    Exception to paragraph (b)(1): The requirement in paragraph (b)(1) 
to provide full planking or decking does not apply to platforms used 
solely as walkways or solely by employees performing scaffold erection 
or dismantling. In these situations, only the planking that the employer 
establishes is necessary to provide safe working conditions is required.
    (2) Except as provided in paragraphs (b)(2)(i) and (b)(2)(ii) of 
this section, each scaffold platform and walkway shall be at least 18 
inches (46 cm) wide.
    (i) Each ladder jack scaffold, top plate bracket scaffold, roof 
bracket scaffold, and pump jack scaffold shall be at least 12 inches (30 
cm) wide. There is no minimum width requirement for boatswains' chairs.

    Note to paragraph (b)(2)(i): Pursuant to an administrative stay 
effective November 29, 1996 and published in the Federal Register on 
November 25, 1996, the requirement in paragraph (b)(2)(i) that roof 
bracket scaffolds be at least 12 inches wide is stayed until November 
25, 1997 or until rulemaking regarding the minimum width of roof bracket 
scaffolds has been completed, whichever is later.

    (ii) Where scaffolds must be used in areas that the employer can 
demonstrate are so narrow that platforms and walkways cannot be at least 
18 inches (46 cm) wide, such platforms and walkways shall be as wide as 
feasible, and employees on those platforms and walkways shall be 
protected from fall hazards by the use of guardrails and/or personal 
fall arrest systems.
    (3) Except as provided in paragraphs (b)(3) (i) and (ii) of this 
section, the front edge of all platforms shall not be more than 14 
inches (36 cm) from the face of the work, unless guardrail systems are 
erected along the front edge and/or personal fall arrest systems are 
used in accordance with paragraph (g)

[[Page 287]]

of this section to protect employees from falling.
    (i) The maximum distance from the face for outrigger scaffolds shall 
be 3 inches (8 cm);
    (ii) The maximum distance from the face for plastering and lathing 
operations shall be 18 inches (46 cm).
    (4) Each end of a platform, unless cleated or otherwise restrained 
by hooks or equivalent means, shall extend over the centerline of its 
support at least 6 inches (15 cm).
    (5)(i) Each end of a platform 10 feet or less in length shall not 
extend over its support more than 12 inches (30 cm) unless the platform 
is designed and installed so that the cantilevered portion of the 
platform is able to support employees and/or materials without tipping, 
or has guardrails which block employee access to the cantilevered end.
    (ii) Each platform greater than 10 feet in length shall not extend 
over its support more than 18 inches (46 cm), unless it is designed and 
installed so that the cantilevered portion of the platform is able to 
support employees without tipping, or has guardrails which block 
employee access to the cantilevered end.
    (6) On scaffolds where scaffold planks are abutted to create a long 
platform, each abutted end shall rest on a separate support surface. 
This provision does not preclude the use of common support members, such 
as ``T'' sections, to support abutting planks, or hook on platforms 
designed to rest on common supports.
    (7) On scaffolds where platforms are overlapped to create a long 
platform, the overlap shall occur only over supports, and shall not be 
less than 12 inches (30 cm) unless the platforms are nailed together or 
otherwise restrained to prevent movement.
    (8) At all points of a scaffold where the platform changes 
direction, such as turning a corner, any platform that rests on a bearer 
at an angle other than a right angle shall be laid first, and platforms 
which rest at right angles over the same bearer shall be laid second, on 
top of the first platform.
    (9) Wood platforms shall not be covered with opaque finishes, except 
that platform edges may be covered or marked for identification. 
Platforms may be coated periodically with wood preservatives, fire-
retardant finishes, and slip-resistant finishes; however, the coating 
may not obscure the top or bottom wood surfaces.
    (10) Scaffold components manufactured by different manufacturers 
shall not be intermixed unless the components fit together without force 
and the scaffold's structural integrity is maintained by the user. 
Scaffold components manufactured by different manufacturers shall not be 
modified in order to intermix them unless a competent person determines 
the resulting scaffold is structurally sound.
    (11) Scaffold components made of dissimilar metals shall not be used 
together unless a competent person has determined that galvanic action 
will not reduce the strength of any component to a level below that 
required by paragraph (a)(1) of this section.
    (c) Criteria for supported scaffolds. (1) Supported scaffolds with a 
height to base width (including outrigger supports, if used) ratio of 
more than four to one (4:1) shall be restrained from tipping by guying, 
tying, bracing, or equivalent means, as follows:
    (i) Guys, ties, and braces shall be installed at locations where 
horizontal members support both inner and outer legs.
    (ii) Guys, ties, and braces shall be installed according to the 
scaffold manufacturer's recommendations or at the closest horizontal 
member to the 4:1 height and be repeated vertically at locations of 
horizontal members every 20 feet (6.1 m) or less thereafter for 
scaffolds 3 feet (0.91 m) wide or less, and every 26 feet (7.9 m) or 
less thereafter for scaffolds greater than 3 feet (0.91 m) wide. The top 
guy, tie or brace of completed scaffolds shall be placed no further than 
the 4:1 height from the top. Such guys, ties and braces shall be 
installed at each end of the scaffold and at horizontal intervals not to 
exceed 30 feet (9.1 m) (measured from one end [not both] towards the 
other).
    (iii) Ties, guys, braces, or outriggers shall be used to prevent the 
tipping of supported scaffolds in all circumstances where an eccentric 
load, such as a cantilevered work platform, is applied or is transmitted 
to the scaffold.

[[Page 288]]

    (2) Supported scaffold poles, legs, posts, frames, and uprights 
shall bear on base plates and mud sills or other adequate firm 
foundation.
    (i) Footings shall be level, sound, rigid, and capable of supporting 
the loaded scaffold without settling or displacement.
    (ii) Unstable objects shall not be used to support scaffolds or 
platform units.
    (iii) Unstable objects shall not be used as working platforms.
    (iv) Front-end loaders and similar pieces of equipment shall not be 
used to support scaffold platforms unless they have been specifically 
designed by the manufacturer for such use.
    (v) Fork-lifts shall not be used to support scaffold platforms 
unless the entire platform is attached to the fork and the fork-lift is 
not moved horizontally while the platform is occupied.
    (3) Supported scaffold poles, legs, posts, frames, and uprights 
shall be plumb and braced to prevent swaying and displacement.
    (d) Criteria for suspension scaffolds. (1) All suspension scaffold 
support devices, such as outrigger beams, cornice hooks, parapet clamps, 
and similar devices, shall rest on surfaces capable of supporting at 
least 4 times the load imposed on them by the scaffold operating at the 
rated load of the hoist (or at least 1.5 times the load imposed on them 
by the scaffold at the stall capacity of the hoist, whichever is 
greater).
    (2) Suspension scaffold outrigger beams, when used, shall be made of 
structural metal or equivalent strength material, and shall be 
restrained to prevent movement.
    (3) The inboard ends of suspension scaffold outrigger beams shall be 
stabilized by bolts or other direct connections to the floor or roof 
deck, or they shall have their inboard ends stabilized by 
counterweights, except masons' multi-point adjustable suspension 
scaffold outrigger beams shall not be stabilized by counterweights.
    (i) Before the scaffold is used, direct connections shall be 
evaluated by a competent person who shall confirm, based on the 
evaluation, that the supporting surfaces are capable of supporting the 
loads to be imposed. In addition, masons' multi-point adjustable 
suspension scaffold connections shall be designed by an engineer 
experienced in such scaffold design.
    (ii) Counterweights shall be made of non-flowable material. Sand, 
gravel and similar materials that can be easily dislocated shall not be 
used as counterweights.
    (iii) Only those items specifically designed as counterweights shall 
be used to counterweight scaffold systems. Construction materials such 
as, but not limited to, masonry units and rolls of roofing felt, shall 
not be used as counterweights.
    (iv) Counterweights shall be secured by mechanical means to the 
outrigger beams to prevent accidental displacement.
    (v) Counterweights shall not be removed from an outrigger beam until 
the scaffold is disassembled.
    (vi) Outrigger beams which are not stabilized by bolts or other 
direct connections to the floor or roof deck shall be secured by 
tiebacks.
    (vii) Tiebacks shall be equivalent in strength to the suspension 
ropes.
    (viii) Outrigger beams shall be placed perpendicular to its bearing 
support (usually the face of the building or structure). However, where 
the employer can demonstrate that it is not possible to place an 
outrigger beam perpendicular to the face of the building or structure 
because of obstructions that cannot be moved, the outrigger beam may be 
placed at some other angle, provided opposing angle tiebacks are used.
    (ix) Tiebacks shall be secured to a structurally sound anchorage on 
the building or structure. Sound anchorages include structural members, 
but do not include standpipes, vents, other piping systems, or 
electrical conduit.
    (x) Tiebacks shall be installed perpendicular to the face of the 
building or structure, or opposing angle tiebacks shall be installed. 
Single tiebacks installed at an angle are prohibited.
    (4) Suspension scaffold outrigger beams shall be:
    (i) Provided with stop bolts or shackles at both ends;
    (ii) Securely fastened together with the flanges turned out when 
channel

[[Page 289]]

iron beams are used in place of I-beams;
    (iii) Installed with all bearing supports perpendicular to the beam 
center line;
    (iv) Set and maintained with the web in a vertical position; and
    (v) When an outrigger beam is used, the shackle or clevis with which 
the rope is attached to the outrigger beam shall be placed directly over 
the center line of the stirrup.
    (5) Suspension scaffold support devices such as cornice hooks, roof 
hooks, roof irons, parapet clamps, or similar devices shall be:
    (i) Made of steel, wrought iron, or materials of equivalent 
strength;
    (ii) Supported by bearing blocks; and
    (iii) Secured against movement by tiebacks installed at right angles 
to the face of the building or structure, or opposing angle tiebacks 
shall be installed and secured to a structurally sound point of 
anchorage on the building or structure. Sound points of anchorage 
include structural members, but do not include standpipes, vents, other 
piping systems, or electrical conduit.
    (iv) Tiebacks shall be equivalent in strength to the hoisting rope.
    (6) When winding drum hoists are used on a suspension scaffold, they 
shall contain not less than four wraps of the suspension rope at the 
lowest point of scaffold travel. When other types of hoists are used, 
the suspension ropes shall be long enough to allow the scaffold to be 
lowered to the level below without the rope end passing through the 
hoist, or the rope end shall be configured or provided with means to 
prevent the end from passing through the hoist.
    (7) The use of repaired wire rope as suspension rope is prohibited.
    (8) Wire suspension ropes shall not be joined together except 
through the use of eye splice thimbles connected with shackles or 
coverplates and bolts.
    (9) The load end of wire suspension ropes shall be equipped with 
proper size thimbles and secured by eyesplicing or equivalent means.
    (10) Ropes shall be inspected for defects by a competent person 
prior to each workshift and after every occurrence which could affect a 
rope's integrity. Ropes shall be replaced if any of the following 
conditions exist:
    (i) Any physical damage which impairs the function and strength of 
the rope.
    (ii) Kinks that might impair the tracking or wrapping of rope around 
the drum(s) or sheave(s).
    (iii) Six randomly distributed broken wires in one rope lay or three 
broken wires in one strand in one rope lay.
    (iv) Abrasion, corrosion, scrubbing, flattening or peening causing 
loss of more than one-third of the original diameter of the outside 
wires.
    (v) Heat damage caused by a torch or any damage caused by contact 
with electrical wires.
    (vi) Evidence that the secondary brake has been activated during an 
overspeed condition and has engaged the suspension rope.
    (11) Swaged attachments or spliced eyes on wire suspension ropes 
shall not be used unless they are made by the wire rope manufacturer or 
a qualified person.
    (12) When wire rope clips are used on suspension scaffolds:
    (i) There shall be a minimum of 3 wire rope clips installed, with 
the clips a minimum of 6 rope diameters apart;
    (ii) Clips shall be installed according to the manufacturer's 
recommendations;
    (iii) Clips shall be retightened to the manufacturer's 
recommendations after the initial loading;
    (iv) Clips shall be inspected and retightened to the manufacturer's 
recommendations at the start of each workshift thereafter;
    (v) U-bolt clips shall not be used at the point of suspension for 
any scaffold hoist;
    (vi) When U-bolt clips are used, the U-bolt shall be placed over the 
dead end of the rope, and the saddle shall be placed over the live end 
of the rope.
    (13) Suspension scaffold power-operated hoists and manual hoists 
shall be tested by a qualified testing laboratory.
    (14) Gasoline-powered equipment and hoists shall not be used on 
suspension scaffolds.
    (15) Gears and brakes of power-operated hoists used on suspension 
scaffolds shall be enclosed.

[[Page 290]]

    (16) In addition to the normal operating brake, suspension scaffold 
power-operated hoists and manually operated hoists shall have a braking 
device or locking pawl which engages automatically when a hoist makes 
either of the following uncontrolled movements: an instantaneous change 
in momentum or an accelerated overspeed.
    (17) Manually operated hoists shall require a positive crank force 
to descend.
    (18) Two-point and multi-point suspension scaffolds shall be tied or 
otherwise secured to prevent them from swaying, as determined to be 
necessary based on an evaluation by a competent person. Window cleaners' 
anchors shall not be used for this purpose.
    (19) Devices whose sole function is to provide emergency escape and 
rescue shall not be used as working platforms. This provision does not 
preclude the use of systems which are designed to function both as 
suspension scaffolds and emergency systems.
    (e) Access. This paragraph applies to scaffold access for all 
employees. Access requirements for employees erecting or dismantling 
supported scaffolds are specifically addressed in paragraph (e)(9) of 
this section.
    (1) When scaffold platforms are more than 2 feet (0.6 m) above or 
below a point of access, portable ladders, hook-on ladders, attachable 
ladders, stair towers (scaffold stairways/towers), stairway-type ladders 
(such as ladder stands), ramps, walkways, integral prefabricated 
scaffold access, or direct access from another scaffold, structure, 
personnel hoist, or similar surface shall be used. Crossbraces shall not 
be used as a means of access.
    (2) Portable, hook-on, and attachable ladders (Additional 
requirements for the proper construction and use of portable ladders are 
contained in subpart X of this part--Stairways and Ladders):
    (i) Portable, hook-on, and attachable ladders shall be positioned so 
as not to tip the scaffold;
    (ii) Hook-on and attachable ladders shall be positioned so that 
their bottom rung is not more than 24 inches (61 cm) above the scaffold 
supporting level;
    (iii) When hook-on and attachable ladders are used on a supported 
scaffold more than 35 feet (10.7 m) high, they shall have rest platforms 
at 35-foot (10.7 m) maximum vertical intervals.
    (iv) Hook-on and attachable ladders shall be specifically designed 
for use with the type of scaffold used;
    (v) Hook-on and attachable ladders shall have a minimum rung length 
of 11\1/2\ inches (29 cm); and
    (vi) Hook-on and attachable ladders shall have uniformly spaced 
rungs with a maximum spacing between rungs of 16\3/4\ inches.
    (3) Stairway-type ladders shall:
    (i) Be positioned such that their bottom step is not more than 24 
inches (61 cm) above the scaffold supporting level;
    (ii) Be provided with rest platforms at 12 foot (3.7 m) maximum 
vertical intervals;
    (iii) Have a minimum step width of 16 inches (41 cm), except that 
mobile scaffold stairway-type ladders shall have a minimum step width of 
11\1/2\ inches (30 cm); and
    (iv) Have slip-resistant treads on all steps and landings.
    (4) Stairtowers (scaffold stairway/towers) shall be positioned such 
that their bottom step is not more than 24 inches (61 cm.) above the 
scaffold supporting level.
    (i) A stairrail consisting of a toprail and a midrail shall be 
provided on each side of each scaffold stairway.
    (ii) The toprail of each stairrail system shall also be capable of 
serving as a handrail, unless a separate handrail is provided.
    (iii) Handrails, and toprails that serve as handrails, shall provide 
an adequate handhold for employees grasping them to avoid falling.
    (iv) Stairrail systems and handrails shall be surfaced to prevent 
injury to employees from punctures or lacerations, and to prevent 
snagging of clothing.
    (v) The ends of stairrail systems and handrails shall be constructed 
so that they do not constitute a projection hazard.
    (vi) Handrails, and toprails that are used as handrails, shall be at 
least 3 inches (7.6 cm) from other objects.

[[Page 291]]

    (vii) Stairrails shall be not less than 28 inches (71 cm) nor more 
than 37 inches (94 cm) from the upper surface of the stairrail to the 
surface of the tread, in line with the face of the riser at the forward 
edge of the tread.
    (viii) A landing platform at least 18 inches (45.7 cm) wide by at 
least 18 inches (45.7 cm) long shall be provided at each level.
    (ix) Each scaffold stairway shall be at least 18 inches (45.7 cm) 
wide between stairrails.
    (x) Treads and landings shall have slip-resistant surfaces.
    (xi) Stairways shall be installed between 40 degrees and 60 degrees 
from the horizontal.
    (xii) Guardrails meeting the requirements of paragraph (g)(4) of 
this section shall be provided on the open sides and ends of each 
landing.
    (xiii) Riser height shall be uniform, within \1/4\ inch, (0.6 cm) 
for each flight of stairs. Greater variations in riser height are 
allowed for the top and bottom steps of the entire system, not for each 
flight of stairs.
    (xiv) Tread depth shall be uniform, within \1/4\ inch, for each 
flight of stairs.
    (5) Ramps and walkways. (i) Ramps and walkways 6 feet (1.8 m) or 
more above lower levels shall have guardrail systems which comply with 
subpart M of this part--Fall Protection;
    (ii) No ramp or walkway shall be inclined more than a slope of one 
(1) vertical to three (3) horizontal (20 degrees above the horizontal).
    (iii) If the slope of a ramp or a walkway is steeper than one (1) 
vertical in eight (8) horizontal, the ramp or walkway shall have cleats 
not more than fourteen (14) inches (35 cm) apart which are securely 
fastened to the planks to provide footing.
    (6) Integral prefabricated scaffold access frames shall:
    (i) Be specifically designed and constructed for use as ladder 
rungs;
    (ii) Have a rung length of at least 8 inches (20 cm);
    (iii) Not be used as work platforms when rungs are less than 11\1/2\ 
inches in length, unless each affected employee uses fall protection, or 
a positioning device, which complies with Sec. 1926.502;
    (iv) Be uniformly spaced within each frame section;
    (v) Be provided with rest platforms at 35-foot (10.7 m) maximum 
vertical intervals on all supported scaffolds more than 35 feet (10.7 m) 
high; and
    (vi) Have a maximum spacing between rungs of 16\3/4\ inches (43 cm). 
Non-uniform rung spacing caused by joining end frames together is 
allowed, provided the resulting spacing does not exceed 16\3/4\ inches 
(43 cm).
    (7) Steps and rungs of ladder and stairway type access shall line up 
vertically with each other between rest platforms.
    (8) Direct access to or from another surface shall be used only when 
the scaffold is not more than 14 inches (36 cm) horizontally and not 
more than 24 inches (61 cm) vertically from the other surface.
    (9) Effective September 2, 1997, access for employees erecting or 
dismantling supported scaffolds shall be in accordance with the 
following:
    (i) The employer shall provide safe means of access for each 
employee erecting or dismantling a scaffold where the provision of safe 
access is feasible and does not create a greater hazard. The employer 
shall have a competent person determine whether it is feasible or would 
pose a greater hazard to provide, and have employees use a safe means of 
access. This determination shall be based on site conditions and the 
type of scaffold being erected or dismantled.
    (ii) Hook-on or attachable ladders shall be installed as soon as 
scaffold erection has progressed to a point that permits safe 
installation and use.
    (iii) When erecting or dismantling tubular welded frame scaffolds, 
(end) frames, with horizontal members that are parallel, level and are 
not more than 22 inches apart vertically may be used as climbing devices 
for access, provided they are erected in a manner that creates a usable 
ladder and provides good hand hold and foot space.
    (iv) Cross braces on tubular welded frame scaffolds shall not be 
used as a means of access or egress.
    (f) Use. (1) Scaffolds and scaffold components shall not be loaded 
in excess of their maximum intended loads or rated capacities, whichever 
is less.
    (2) The use of shore or lean-to scaffolds is prohibited.

[[Page 292]]

    (3) Scaffolds and scaffold components shall be inspected for visible 
defects by a competent person before each work shift, and after any 
occurrence which could affect a scaffold's structural integrity.
    (4) Any part of a scaffold damaged or weakened such that its 
strength is less than that required by paragraph (a) of this section 
shall be immediately repaired or replaced, braced to meet those 
provisions, or removed from service until repaired.
    (5) Scaffolds shall not be moved horizontally while employees are on 
them, unless they have been designed by a registered professional 
engineer specifically for such movement or, for mobile scaffolds, where 
the provisions of Sec. 1926.452(w) are followed.
    (6) The clearance between scaffolds and power lines shall be as 
follows: Scaffolds shall not be erected, used, dismantled, altered, or 
moved such that they or any conductive material handled on them might 
come closer to exposed and energized power lines than as follows:

------------------------------------------------------------------------
   Insulated lines voltage      Minimum distance        Alternatives
------------------------------------------------------------------------
Less than 300 volts.........  3 feet (0.9 m)......
300 volts to 50 kv..........  10 feet (3.1m)......
More than 50 kv.............  10 feet (3.1 m) plus  2 times the length
                               0.4 inches (1.0 cm)   of the line
                               for each 1 kv over    insulator, but
                               50 kv.                never less than 10
                                                     feet (3.1 m).
------------------------------------------------------------------------


------------------------------------------------------------------------
  Uninsulated lines voltage     Minimum distance        Alternatives
------------------------------------------------------------------------
Less than 50 kv.............  10 feet (3.1 m).....
More than 50 kv.............  10 feet (3.1 m) plus  2 times the length
                               0.4 inches (1.0 cm)   of the line
                               for each 1 kv over    insulator, but
                               50 kv.                never less than 10
                                                     feet (3.1 m).
------------------------------------------------------------------------

    Exception to paragraph (f)(6): Scaffolds and materials may be closer 
to power lines than specified above where such clearance is necessary 
for performance of work, and only after the utility company, or 
electrical system operator, has been notified of the need to work closer 
and the utility company, or electrical system operator, has deenergized 
the lines, relocated the lines, or installed protective coverings to 
prevent accidental contact with the lines.
    (7) Scaffolds shall be erected, moved, dismantled, or altered only 
under the supervision and direction of a competent person qualified in 
scaffold erection, moving, dismantling or alteration. Such activities 
shall be performed only by experienced and trained employees selected 
for such work by the competent person.
    (8) Employees shall be prohibited from working on scaffolds covered 
with snow, ice, or other slippery material except as necessary for 
removal of such materials.
    (9) Where swinging loads are being hoisted onto or near scaffolds 
such that the loads might contact the scaffold, tag lines or equivalent 
measures to control the loads shall be used.
    (10) Suspension ropes supporting adjustable suspension scaffolds 
shall be of a diameter large enough to provide sufficient surface area 
for the functioning of brake and hoist mechanisms.
    (11) Suspension ropes shall be shielded from heat-producing 
processes. When acids or other corrosive substances are used on a 
scaffold, the ropes shall be shielded, treated to protect against the 
corrosive substances, or shall be of a material that will not be damaged 
by the substance being used.
    (12) Work on or from scaffolds is prohibited during storms or high 
winds unless a competent person has determined that it is safe for 
employees to be on the scaffold and those employees are protected by a 
personal fall arrest system or wind screens. Wind screens shall not be 
used unless the scaffold is secured against the anticipated wind forces 
imposed.
    (13) Debris shall not be allowed to accumulate on platforms.
    (14) Makeshift devices, such as but not limited to boxes and 
barrels, shall not be used on top of scaffold platforms

[[Page 293]]

to increase the working level height of employees.
    (15) Ladders shall not be used on scaffolds to increase the working 
level height of employees, except on large area scaffolds where 
employers have satisfied the following criteria:
    (i) When the ladder is placed against a structure which is not a 
part of the scaffold, the scaffold shall be secured against the sideways 
thrust exerted by the ladder;
    (ii) The platform units shall be secured to the scaffold to prevent 
their movement;
    (iii) The ladder legs shall be on the same platform or other means 
shall be provided to stabilize the ladder against unequal platform 
deflection, and
    (iv) The ladder legs shall be secured to prevent them from slipping 
or being pushed off the platform.
    (16) Platforms shall not deflect more than \1/60\ of the span when 
loaded.
    (17) To reduce the possibility of welding current arcing through the 
suspension wire rope when performing welding from suspended scaffolds, 
the following precautions shall be taken, as applicable:
    (i) An insulated thimble shall be used to attach each suspension 
wire rope to its hanging support (such as cornice hook or outrigger). 
Excess suspension wire rope and any additional independent lines from 
grounding shall be insulated;
    (ii) The suspension wire rope shall be covered with insulating 
material extending at least 4 feet (1.2 m) above the hoist. If there is 
a tail line below the hoist, it shall be insulated to prevent contact 
with the platform. The portion of the tail line that hangs free below 
the scaffold shall be guided or retained, or both, so that it does not 
become grounded;
    (iii) Each hoist shall be covered with insulated protective covers;
    (iv) In addition to a work lead attachment required by the welding 
process, a grounding conductor shall be connected from the scaffold to 
the structure. The size of this conductor shall be at least the size of 
the welding process work lead, and this conductor shall not be in series 
with the welding process or the work piece;
    (v) If the scaffold grounding lead is disconnected at any time, the 
welding machine shall be shut off; and
    (vi) An active welding rod or uninsulated welding lead shall not be 
allowed to contact the scaffold or its suspension system.
    (g) Fall protection. (1) Each employee on a scaffold more than 10 
feet (3.1 m) above a lower level shall be protected from falling to that 
lower level. Paragraphs (g)(1) (i) through (vii) of this section 
establish the types of fall protection to be provided to the employees 
on each type of scaffold. Paragraph (g)(2) of this section addresses 
fall protection for scaffold erectors and dismantlers.

    Note to paragraph (g)(1): The fall protection requirements for 
employees installing suspension scaffold support systems on floors, 
roofs, and other elevated surfaces are set forth in subpart M of this 
part.

    (i) Each employee on a boatswains' chair, catenary scaffold, float 
scaffold, needle beam scaffold, or ladder jack scaffold shall be 
protected by a personal fall arrest system;
    (ii) Each employee on a single-point or two-point adjustable 
suspension scaffold shall be protected by both a personal fall arrest 
system and guardrail system;
    (iii) Each employee on a crawling board (chicken ladder) shall be 
protected by a personal fall arrest system, a guardrail system (with 
minimum 200 pound toprail capacity), or by a three-fourth inch (1.9 cm) 
diameter grabline or equivalent handhold securely fastened beside each 
crawling board;
    (iv) Each employee on a self-contained adjustable scaffold shall be 
protected by a guardrail system (with minimum 200 pound toprail 
capacity) when the platform is supported by the frame structure, and by 
both a personal fall arrest system and a guardrail system (with minimum 
200 pound toprail capacity) when the platform is supported by ropes;
    (v) Each employee on a walkway located within a scaffold shall be 
protected by a guardrail system (with minimum 200 pound toprail 
capacity) installed within 9\1/2\ inches (24.1 cm) of and along at least 
one side of the walkway.

[[Page 294]]

    (vi) Each employee performing overhand bricklaying operations from a 
supported scaffold shall be protected from falling from all open sides 
and ends of the scaffold (except at the side next to the wall being 
laid) by the use of a personal fall arrest system or guardrail system 
(with minimum 200 pound toprail capacity).
    (vii) For all scaffolds not otherwise specified in paragraphs 
(g)(1)(i) through (g)(1)(vi) of this section, each employee shall be 
protected by the use of personal fall arrest systems or guardrail 
systems meeting the requirements of paragraph (g)(4) of this section.
    (2) Effective September 2, 1997, the employer shall have a competent 
person determine the feasibility and safety of providing fall protection 
for employees erecting or dismantling supported scaffolds. Employers are 
required to provide fall protection for employees erecting or 
dismantling supported scaffolds where the installation and use of such 
protection is feasible and does not create a greater hazard.
    (3) In addition to meeting the requirements of Sec. 1926.502(d), 
personal fall arrest systems used on scaffolds shall be attached by 
lanyard to a vertical lifeline, horizontal lifeline, or scaffold 
structural member. Vertical lifelines shall not be used when overhead 
components, such as overhead protection or additional platform levels, 
are part of a single-point or two-point adjustable suspension scaffold.
    (i) When vertical lifelines are used, they shall be fastened to a 
fixed safe point of anchorage, shall be independent of the scaffold, and 
shall be protected from sharp edges and abrasion. Safe points of 
anchorage include structural members of buildings, but do not include 
standpipes, vents, other piping systems, electrical conduit, outrigger 
beams, or counterweights.
    (ii) When horizontal lifelines are used, they shall be secured to 
two or more structural members of the scaffold, or they may be looped 
around both suspension and independent suspension lines (on scaffolds so 
equipped) above the hoist and brake attached to the end of the scaffold. 
Horizontal lifelines shall not be attached only to the suspension ropes.
    (iii) When lanyards are connected to horizontal lifelines or 
structural members on a single-point or two-point adjustable suspension 
scaffold, the scaffold shall be equipped with additional independent 
support lines and automatic locking devices capable of stopping the fall 
of the scaffold in the event one or both of the suspension ropes fail. 
The independent support lines shall be equal in number and strength to 
the suspension ropes.
    (iv) Vertical lifelines, independent support lines, and suspension 
ropes shall not be attached to each other, nor shall they be attached to 
or use the same point of anchorage, nor shall they be attached to the 
same point on the scaffold or personal fall arrest system.
    (4) Guardrail systems installed to meet the requirements of this 
section shall comply with the following provisions (guardrail systems 
built in accordance with Appendix A to this subpart will be deemed to 
meet the requirements of paragraphs (g)(4) (vii), (viii), and (ix) of 
this section):
    (i) Guardrail systems shall be installed along all open sides and 
ends of platforms. Guardrail systems shall be installed before the 
scaffold is released for use by employees other than erection/
dismantling crews.
    (ii) The top edge height of toprails or equivalent member on 
supported scaffolds manufactured or placed in service after January 1, 
2000 shall be installed between 38 inches (0.97 m) and 45 inches (1.2 m) 
above the platform surface. The top edge height on supported scaffolds 
manufactured and placed in service before January 1, 2000, and on all 
suspended scaffolds where both a guardrail and a personal fall arrest 
system are required shall be between 36 inches (0.9 m) and 45 inches 
(1.2 m). When conditions warrant, the height of the top edge may exceed 
the 45-inch height, provided the guardrail system meets all other 
criteria of paragraph (g)(4).
    (iii) When midrails, screens, mesh, intermediate vertical members, 
solid panels, or equivalent structural members are used, they shall be 
installed between the top edge of the guardrail system and the scaffold 
platform.
    (iv) When midrails are used, they shall be installed at a height 
approximately midway between the top edge of

[[Page 295]]

the guardrail system and the platform surface.
    (v) When screens and mesh are used, they shall extend from the top 
edge of the guardrail system to the scaffold platform, and along the 
entire opening between the supports.
    (vi) When intermediate members (such as balusters or additional 
rails) are used, they shall not be more than 19 inches (48 cm) apart.
    (vii) Each toprail or equivalent member of a guardrail system shall 
be capable of withstanding, without failure, a force applied in any 
downward or horizontal direction at any point along its top edge of at 
least 100 pounds (445 n) for guardrail systems installed on single-point 
adjustable suspension scaffolds or two-point adjustable suspension 
scaffolds, and at least 200 pounds (890 n) for guardrail systems 
installed on all other scaffolds.
    (viii) When the loads specified in paragraph (g)(4)(vii) of this 
section are applied in a downward direction, the top edge shall not drop 
below the height above the platform surface that is prescribed in 
paragraph (g)(4)(ii) of this section.
    (ix) Midrails, screens, mesh, intermediate vertical members, solid 
panels, and equivalent structural members of a guardrail system shall be 
capable of withstanding, without failure, a force applied in any 
downward or horizontal direction at any point along the midrail or other 
member of at least 75 pounds (333 n) for guardrail systems with a 
minimum 100 pound toprail capacity, and at least 150 pounds (666 n) for 
guardrail systems with a minimum 200 pound toprail capacity.
    (x) Suspension scaffold hoists and non-walk-through stirrups may be 
used as end guardrails, if the space between the hoist or stirrup and 
the side guardrail or structure does not allow passage of an employee to 
the end of the scaffold.
    (xi) Guardrails shall be surfaced to prevent injury to an employee 
from punctures or lacerations, and to prevent snagging of clothing.
    (xii) The ends of all rails shall not overhang the terminal posts 
except when such overhang does not constitute a projection hazard to 
employees.
    (xiii) Steel or plastic banding shall not be used as a toprail or 
midrail.
    (xiv) Manila or plastic (or other synthetic) rope being used for 
toprails or midrails shall be inspected by a competent person as 
frequently as necessary to ensure that it continues to meet the strength 
requirements of paragraph (g) of this section.
    (xv) Crossbracing is acceptable in place of a midrail when the 
crossing point of two braces is between 20 inches (0.5 m) and 30 inches 
(0.8 m) above the work platform or as a toprail when the crossing point 
of two braces is between 38 inches (0.97 m) and 48 inches (1.3 m) above 
the work platform. The end points at each upright shall be no more than 
48 inches (1.3 m) apart.
    (h) Falling object protection. (1) In addition to wearing hardhats 
each employee on a scaffold shall be provided with additional protection 
from falling hand tools, debris, and other small objects through the 
installation of toeboards, screens, or guardrail systems, or through the 
erection of debris nets, catch platforms, or canopy structures that 
contain or deflect the falling objects. When the falling objects are too 
large, heavy or massive to be contained or deflected by any of the 
above-listed measures, the employer shall place such potential falling 
objects away from the edge of the surface from which they could fall and 
shall secure those materials as necessary to prevent their falling.
    (2) Where there is a danger of tools, materials, or equipment 
falling from a scaffold and striking employees below, the following 
provisions apply:
    (i) The area below the scaffold to which objects can fall shall be 
barricaded, and employees shall not be permitted to enter the hazard 
area; or
    (ii) A toeboard shall be erected along the edge of platforms more 
than 10 feet (3.1 m) above lower levels for a distance sufficient to 
protect employees below, except on float (ship) scaffolds where an 
edging of \3/4\ x 1\1/2\ inch (2 x 4 cm) wood or equivalent may be used 
in lieu of toeboards;
    (iii) Where tools, materials, or equipment are piled to a height 
higher than the top edge of the toeboard, paneling or screening 
extending from the toeboard or platform to the top of the

[[Page 296]]

guardrail shall be erected for a distance sufficient to protect 
employees below; or
    (iv) A guardrail system shall be installed with openings small 
enough to prevent passage of potential falling objects; or
    (v) A canopy structure, debris net, or catch platform strong enough 
to withstand the impact forces of the potential falling objects shall be 
erected over the employees below.
    (3) Canopies, when used for falling object protection, shall comply 
with the following criteria:
    (i) Canopies shall be installed between the falling object hazard 
and the employees.
    (ii) When canopies are used on suspension scaffolds for falling 
object protection, the scaffold shall be equipped with additional 
independent support lines equal in number to the number of points 
supported, and equivalent in strength to the strength of the suspension 
ropes.
    (iii) Independent support lines and suspension ropes shall not be 
attached to the same points of anchorage.
    (4) Where used, toeboards shall be:
    (i) Capable of withstanding, without failure, a force of at least 50 
pounds (222 n) applied in any downward or horizontal direction at any 
point along the toeboard (toeboards built in accordance with Appendix A 
to this subpart will be deemed to meet this requirement); and
    (ii) At least three and one-half inches (9 cm) high from the top 
edge of the toeboard to the level of the walking/working surface. 
Toeboards shall be securely fastened in place at the outermost edge of 
the platform and have not more than \1/4\ inch (0.7 cm) clearance above 
the walking/working surface. Toeboards shall be solid or with openings 
not over one inch (2.5 cm) in the greatest dimension.

[61 FR 46107, Aug. 30, 1996, as corrected and amended at 61 FR 59831, 
59832, Nov. 25, 1996]

    Effective Date Note: At 61 FR 59832, Nov. 25, 1996, Sec. 
1926.451(b)(2)(i) was amended and certain requirements stayed until Nov. 
25, 1997, or until further rulemaking has been completed, whichever is 
later.



Sec. 1926.452  Additional requirements applicable to specific types of 

scaffolds.

    In addition to the applicable requirements of Sec. 1926.451, the 
following requirements apply to the specific types of scaffolds 
indicated. Scaffolds not specifically addressed by Sec. 1926.452, such 
as but not limited to systems scaffolds, must meet the requirements of 
Sec. 1926.451.
    (a) Pole scaffolds. (1) When platforms are being moved to the next 
level, the existing platform shall be left undisturbed until the new 
bearers have been set in place and braced, prior to receiving the new 
platforms.
    (2) Crossbracing shall be installed between the inner and outer sets 
of poles on double pole scaffolds.
    (3) Diagonal bracing in both directions shall be installed across 
the entire inside face of double-pole scaffolds used to support loads 
equivalent to a uniformly distributed load of 50 pounds (222 kg) or more 
per square foot (929 square cm).
    (4) Diagonal bracing in both directions shall be installed across 
the entire outside face of all double- and single-pole scaffolds.
    (5) Runners and bearers shall be installed on edge.
    (6) Bearers shall extend a minimum of 3 inches (7.6 cm) over the 
outside edges of runners.
    (7) Runners shall extend over a minimum of two poles, and shall be 
supported by bearing blocks securely attached to the poles.
    (8) Braces, bearers, and runners shall not be spliced between poles.
    (9) Where wooden poles are spliced, the ends shall be squared and 
the upper section shall rest squarely on the lower section. Wood splice 
plates shall be provided on at least two adjacent sides, and shall 
extend at least 2 feet (0.6 m) on either side of the splice, overlap the 
abutted ends equally, and have at least the same cross-sectional areas 
as the pole. Splice plates of other materials of equivalent strength may 
be used.
    (10) Pole scaffolds over 60 feet in height shall be designed by a 
registered professional engineer, and shall be constructed and loaded in 
accordance with that design. Non-mandatory Appendix A to this subpart 
contains examples of

[[Page 297]]

criteria that will enable an employer to comply with design and loading 
requirements for pole scaffolds under 60 feet in height.
    (b) Tube and coupler scaffolds. (1) When platforms are being moved 
to the next level, the existing platform shall be left undisturbed until 
the new bearers have been set in place and braced prior to receiving the 
new platforms.
    (2) Transverse bracing forming an ``X'' across the width of the 
scaffold shall be installed at the scaffold ends and at least at every 
third set of posts horizontally (measured from only one end) and every 
fourth runner vertically. Bracing shall extend diagonally from the inner 
or outer posts or runners upward to the next outer or inner posts or 
runners. Building ties shall be installed at the bearer levels between 
the transverse bracing and shall conform to the requirements of Sec. 
1926.451(c)(1).
    (3) On straight run scaffolds, longitudinal bracing across the inner 
and outer rows of posts shall be installed diagonally in both 
directions, and shall extend from the base of the end posts upward to 
the top of the scaffold at approximately a 45 degree angle. On scaffolds 
whose length is greater than their height, such bracing shall be 
repeated beginning at least at every fifth post. On scaffolds whose 
length is less than their height, such bracing shall be installed from 
the base of the end posts upward to the opposite end posts, and then in 
alternating directions until reaching the top of the scaffold. Bracing 
shall be installed as close as possible to the intersection of the 
bearer and post or runner and post.
    (4) Where conditions preclude the attachment of bracing to posts, 
bracing shall be attached to the runners as close to the post as 
possible.
    (5) Bearers shall be installed transversely between posts, and when 
coupled to the posts, shall have the inboard coupler bear directly on 
the runner coupler. When the bearers are coupled to the runners, the 
couplers shall be as close to the posts as possible.
    (6) Bearers shall extend beyond the posts and runners, and shall 
provide full contact with the coupler.
    (7) Runners shall be installed along the length of the scaffold, 
located on both the inside and outside posts at level heights (when tube 
and coupler guardrails and midrails are used on outside posts, they may 
be used in lieu of outside runners).
    (8) Runners shall be interlocked on straight runs to form continuous 
lengths, and shall be coupled to each post. The bottom runners and 
bearers shall be located as close to the base as possible.
    (9) Couplers shall be of a structural metal, such as drop-forged 
steel, malleable iron, or structural grade aluminum. The use of gray 
cast iron is prohibited.
    (10) Tube and coupler scaffolds over 125 feet in height shall be 
designed by a registered professional engineer, and shall be constructed 
and loaded in accordance with such design. Non-mandatory Appendix A to 
this subpart contains examples of criteria that will enable an employer 
to comply with design and loading requirements for tube and coupler 
scaffolds under 125 feet in height.
    (c) Fabricated frame scaffolds (tubular welded frame scaffolds). (1) 
When moving platforms to the next level, the existing platform shall be 
left undisturbed until the new end frames have been set in place and 
braced prior to receiving the new platforms.
    (2) Frames and panels shall be braced by cross, horizontal, or 
diagonal braces, or combination thereof, which secure vertical members 
together laterally. The cross braces shall be of such length as will 
automatically square and align vertical members so that the erected 
scaffold is always plumb, level, and square. All brace connections shall 
be secured.
    (3) Frames and panels shall be joined together vertically by 
coupling or stacking pins or equivalent means.
    (4) Where uplift can occur which would displace scaffold end frames 
or panels, the frames or panels shall be locked together vertically by 
pins or equivalent means.
    (5) Brackets used to support cantilevered loads shall:
    (i) Be seated with side-brackets parallel to the frames and end-
brackets at 90 degrees to the frames;
    (ii) Not be bent or twisted from these positions; and

[[Page 298]]

    (iii) Be used only to support personnel, unless the scaffold has 
been designed for other loads by a qualified engineer and built to 
withstand the tipping forces caused by those other loads being placed on 
the bracket-supported section of the scaffold.
    (6) Scaffolds over 125 feet (38.0 m) in height above their base 
plates shall be designed by a registered professional engineer, and 
shall be constructed and loaded in accordance with such design.
    (d) Plasterers', decorators', and large area scaffolds. Scaffolds 
shall be constructed in accordance with paragraphs (a), (b), or (c) of 
this section, as appropriate.
    (e) Bricklayers' square scaffolds (squares). (1) Scaffolds made of 
wood shall be reinforced with gussets on both sides of each corner.
    (2) Diagonal braces shall be installed on all sides of each square.
    (3) Diagonal braces shall be installed between squares on the rear 
and front sides of the scaffold, and shall extend from the bottom of 
each square to the top of the next square.
    (4) Scaffolds shall not exceed three tiers in height, and shall be 
so constructed and arranged that one square rests directly above the 
other. The upper tiers shall stand on a continuous row of planks laid 
across the next lower tier, and shall be nailed down or otherwise 
secured to prevent displacement.
    (f) Horse scaffolds. (1) Scaffolds shall not be constructed or 
arranged more than two tiers or 10 feet (3.0 m) in height, whichever is 
less.
    (2) When horses are arranged in tiers, each horse shall be placed 
directly over the horse in the tier below.
    (3) When horses are arranged in tiers, the legs of each horse shall 
be nailed down or otherwise secured to prevent displacement.
    (4) When horses are arranged in tiers, each tier shall be 
crossbraced.
    (g) Form scaffolds and carpenters' bracket scaffolds. (1) Each 
bracket, except those for wooden bracket-form scaffolds, shall be 
attached to the supporting formwork or structure by means of one or more 
of the following: nails; a metal stud attachment device; welding; 
hooking over a secured structural supporting member, with the form wales 
either bolted to the form or secured by snap ties or tie bolts extending 
through the form and securely anchored; or, for carpenters' bracket 
scaffolds only, by a bolt extending through to the opposite side of the 
structure's wall.
    (2) Wooden bracket-form scaffolds shall be an integral part of the 
form panel.
    (3) Folding type metal brackets, when extended for use, shall be 
either bolted or secured with a locking-type pin.
    (h) Roof bracket scaffolds. (1) Scaffold brackets shall be 
constructed to fit the pitch of the roof and shall provide a level 
support for the platform.
    (2) Brackets (including those provided with pointed metal 
projections) shall be anchored in place by nails unless it is 
impractical to use nails. When nails are not used, brackets shall be 
secured in place with first-grade manila rope of at least three-fourth 
inch (1.9 cm) diameter, or equivalent.
    (i) Outrigger scaffolds. (1) The inboard end of outrigger beams, 
measured from the fulcrum point to the extreme point of anchorage, shall 
be not less than one and one-half times the outboard end in length.
    (2) Outrigger beams fabricated in the shape of an I-beam or channel 
shall be placed so that the web section is vertical.
    (3) The fulcrum point of outrigger beams shall rest on secure 
bearings at least 6 inches (15.2 cm) in each horizontal dimension.
    (4) Outrigger beams shall be secured in place against movement, and 
shall be securely braced at the fulcrum point against tipping.
    (5) The inboard ends of outrigger beams shall be securely anchored 
either by means of braced struts bearing against sills in contact with 
the overhead beams or ceiling, or by means of tension members secured to 
the floor joists underfoot, or by both.
    (6) The entire supporting structure shall be securely braced to 
prevent any horizontal movement.
    (7) To prevent their displacement, platform units shall be nailed, 
bolted, or otherwise secured to outriggers.

[[Page 299]]

    (8) Scaffolds and scaffold components shall be designed by a 
registered professional engineer and shall be constructed and loaded in 
accordance with such design.
    (j) Pump jack scaffolds. (1) Pump jack brackets, braces, and 
accessories shall be fabricated from metal plates and angles. Each pump 
jack bracket shall have two positive gripping mechanisms to prevent any 
failure or slippage.
    (2) Poles shall be secured to the structure by rigid triangular 
bracing or equivalent at the bottom, top, and other points as necessary. 
When the pump jack has to pass bracing already installed, an additional 
brace shall be installed approximately 4 feet (1.2 m) above the brace to 
be passed, and shall be left in place until the pump jack has been moved 
and the original brace reinstalled.
    (3) When guardrails are used for fall protection, a workbench may be 
used as the toprail only if it meets all the requirements in paragraphs 
(g)(4) (ii), (vii), (viii), and (xiii) of Sec. 1926.451.
    (4) Work benches shall not be used as scaffold platforms.
    (5) When poles are made of wood, the pole lumber shall be straight-
grained, free of shakes, large loose or dead knots, and other defects 
which might impair strength.
    (6) When wood poles are constructed of two continuous lengths, they 
shall be joined together with the seam parallel to the bracket.
    (7) When two by fours are spliced to make a pole, mending plates 
shall be installed at all splices to develop the full strength of the 
member.
    (k) Ladder jack scaffolds. (1) Platforms shall not exceed a height 
of 20 feet (6.1 m).
    (2) All ladders used to support ladder jack scaffolds shall meet the 
requirements of subpart X of this part--Stairways and Ladders, except 
that job-made ladders shall not be used to support ladder jack 
scaffolds.
    (3) The ladder jack shall be so designed and constructed that it 
will bear on the side rails and ladder rungs or on the ladder rungs 
alone. If bearing on rungs only, the bearing area shall include a length 
of at least 10 inches (25.4 cm) on each rung.
    (4) Ladders used to support ladder jacks shall be placed, fastened, 
or equipped with devices to prevent slipping.
    (5) Scaffold platforms shall not be bridged one to another.
    (l) Window jack scaffolds. (1) Scaffolds shall be securely attached 
to the window opening.
    (2) Scaffolds shall be used only for the purpose of working at the 
window opening through which the jack is placed.
    (3) Window jacks shall not be used to support planks placed between 
one window jack and another, or for other elements of scaffolding.
    (m) Crawling boards (chicken ladders). (1) Crawling boards shall 
extend from the roof peak to the eaves when used in connection with roof 
construction, repair, or maintenance.
    (2) Crawling boards shall be secured to the roof by ridge hooks or 
by means that meet equivalent criteria (e.g., strength and durability).
    (n) Step, platform, and trestle ladder scaffolds. (1) Scaffold 
platforms shall not be placed any higher than the second highest rung or 
step of the ladder supporting the platform.
    (2) All ladders used in conjunction with step, platform and trestle 
ladder scaffolds shall meet the pertinent requirements of subpart X of 
this part--Stairways and Ladders, except that job-made ladders shall not 
be used to support such scaffolds.
    (3) Ladders used to support step, platform, and trestle ladder 
scaffolds shall be placed, fastened, or equipped with devices to prevent 
slipping.
    (4) Scaffolds shall not be bridged one to another.
    (o) Single-point adjustable suspension scaffolds. (1) When two 
single-point adjustable suspension scaffolds are combined to form a two-
point adjustable suspension scaffold, the resulting two-point scaffold 
shall comply with the requirements for two-point adjustable suspension 
scaffolds in paragraph (p) of this section.
    (2) The supporting rope between the scaffold and the suspension 
device shall be kept vertical unless all of the following conditions are 
met:
    (i) The rigging has been designed by a qualified person, and

[[Page 300]]

    (ii) The scaffold is accessible to rescuers, and
    (iii) The supporting rope is protected to ensure that it will not 
chafe at any point where a change in direction occurs, and
    (iv) The scaffold is positioned so that swinging cannot bring the 
scaffold into contact with another surface.
    (3) Boatswains' chair tackle shall consist of correct size ball 
bearings or bushed blocks containing safety hooks and properly ``eye-
spliced'' minimum five-eighth (\5/8\) inch (1.6 cm) diameter first-grade 
manila rope, or other rope which will satisfy the criteria (e.g., 
strength and durability) of manila rope.
    (4) Boatswains' chair seat slings shall be reeved through four 
corner holes in the seat; shall cross each other on the underside of the 
seat; and shall be rigged so as to prevent slippage which could cause an 
out-of-level condition.
    (5) Boatswains' chair seat slings shall be a minimum of five-eight 
(\5/8\) inch (1.6 cm) diameter fiber, synthetic, or other rope which 
will satisfy the criteria (e.g., strength, slip resistance, durability, 
etc.) of first grade manila rope.
    (6) When a heat-producing process such as gas or arc welding is 
being conducted, boatswains' chair seat slings shall be a minimum of 
three-eight (\3/8\) inch (1.0 cm) wire rope.
    (7) Non-cross-laminated wood boatswains' chairs shall be reinforced 
on their underside by cleats securely fastened to prevent the board from 
splitting.
    (p) Two-point adjustable suspension scaffolds (swing stages). The 
following requirements do not apply to two-point adjustable suspension 
scaffolds used as masons' or stonesetters' scaffolds. Such scaffolds are 
covered by paragraph (q) of this section.
    (1) Platforms shall not be more than 36 inches (0.9 m) wide unless 
designed by a qualified person to prevent unstable conditions.
    (2) The platform shall be securely fastened to hangers (stirrups) by 
U-bolts or by other means which satisfy the requirements of Sec. 
1926.451(a).
    (3) The blocks for fiber or synthetic ropes shall consist of at 
least one double and one single block. The sheaves of all blocks shall 
fit the size of the rope used.
    (4) Platforms shall be of the ladder-type, plank-type, beam-type, or 
light-metal type. Light metal-type platforms having a rated capacity of 
750 pounds or less and platforms 40 feet (12.2 m) or less in length 
shall be tested and listed by a nationally recognized testing 
laboratory.
    (5) Two-point scaffolds shall not be bridged or otherwise connected 
one to another during raising and lowering operations unless the bridge 
connections are articulated (attached), and the hoists properly sized.
    (6) Passage may be made from one platform to another only when the 
platforms are at the same height, are abutting, and walk-through 
stirrups specifically designed for this purpose are used.
    (q) Multi-point adjustable suspension scaffolds, stonesetters' 
multi-point adjustable suspension scaffolds, and masons' multi-point 
adjustable suspension scaffolds. (1) When two or more scaffolds are used 
they shall not be bridged one to another unless they are designed to be 
bridged, the bridge connections are articulated, and the hoists are 
properly sized.
    (2) If bridges are not used, passage may be made from one platform 
to another only when the platforms are at the same height and are 
abutting.
    (3) Scaffolds shall be suspended from metal outriggers, brackets, 
wire rope slings, hooks, or means that meet equivalent criteria (e.g., 
strength, durability).
    (r) Catenary scaffolds. (1) No more than one platform shall be 
placed between consecutive vertical pickups, and no more than two 
platforms shall be used on a catenary scaffold.
    (2) Platforms supported by wire ropes shall have hook-shaped stops 
on each end of the platforms to prevent them from slipping off the wire 
ropes. These hooks shall be so placed that they will prevent the 
platform from falling if one of the horizontal wire ropes breaks.
    (3) Wire ropes shall not be tightened to the extent that the 
application of a scaffold load will overstress them.
    (4) Wire ropes shall be continuous and without splices between 
anchors.

[[Page 301]]

    (s) Float (ship) scaffolds. (1) The platform shall be supported by a 
minimum of two bearers, each of which shall project a minimum of 6 
inches (15.2 cm) beyond the platform on both sides. Each bearer shall be 
securely fastened to the platform.
    (2) Rope connections shall be such that the platform cannot shift or 
slip.
    (3) When only two ropes are used with each float:
    (i) They shall be arranged so as to provide four ends which are 
securely fastened to overhead supports.
    (ii) Each supporting rope shall be hitched around one end of the 
bearer and pass under the platform to the other end of the bearer where 
it is hitched again, leaving sufficient rope at each end for the 
supporting ties.
    (t) Interior hung scaffolds. (1) Scaffolds shall be suspended only 
from the roof structure or other structural member such as ceiling 
beams.
    (2) Overhead supporting members (roof structure, ceiling beams, or 
other structural members) shall be inspected and checked for strength 
before the scaffold is erected.
    (3) Suspension ropes and cables shall be connected to the overhead 
supporting members by shackles, clips, thimbles, or other means that 
meet equivalent criteria (e.g., strength, durability).
    (u) Needle beam scaffolds. (1) Scaffold support beams shall be 
installed on edge.
    (2) Ropes or hangers shall be used for supports, except that one end 
of a needle beam scaffold may be supported by a permanent structural 
member.
    (3) The ropes shall be securely attached to the needle beams.
    (4) The support connection shall be arranged so as to prevent the 
needle beam from rolling or becoming displaced.
    (5) Platform units shall be securely attached to the needle beams by 
bolts or equivalent means. Cleats and overhang are not considered to be 
adequate means of attachment.
    (v) Multi-level suspended scaffolds. (1) Scaffolds shall be equipped 
with additional independent support lines, equal in number to the number 
of points supported, and of equivalent strength to the suspension ropes, 
and rigged to support the scaffold in the event the suspension rope(s) 
fail.
    (2) Independent support lines and suspension ropes shall not be 
attached to the same points of anchorage.
    (3) Supports for platforms shall be attached directly to the support 
stirrup and not to any other platform.
    (w) Mobile scaffolds. (1) Scaffolds shall be braced by cross, 
horizontal, or diagonal braces, or combination thereof, to prevent 
racking or collapse of the scaffold and to secure vertical members 
together laterally so as to automatically square and align the vertical 
members. Scaffolds shall be plumb, level, and squared. All brace 
connections shall be secured.
    (i) Scaffolds constructed of tube and coupler components shall also 
comply with the requirements of paragraph (b) of this section;
    (ii) Scaffolds constructed of fabricated frame components shall also 
comply with the requirements of paragraph (c) of this section.
    (2) Scaffold casters and wheels shall be locked with positive wheel 
and/or wheel and swivel locks, or equivalent means, to prevent movement 
of the scaffold while the scaffold is used in a stationary manner.
    (3) Manual force used to move the scaffold shall be applied as close 
to the base as practicable, but not more than 5 feet (1.5 m) above the 
supporting surface.
    (4) Power systems used to propel mobile scaffolds shall be designed 
for such use. Forklifts, trucks, similar motor vehicles or add-on motors 
shall not be used to propel scaffolds unless the scaffold is designed 
for such propulsion systems.
    (5) Scaffolds shall be stabilized to prevent tipping during 
movement.
    (6) Employees shall not be allowed to ride on scaffolds unless the 
following conditions exist:
    (i) The surface on which the scaffold is being moved is within 3 
degrees of level, and free of pits, holes, and obstructions;
    (ii) The height to base width ratio of the scaffold during movement 
is two to one or less, unless the scaffold is designed and constructed 
to meet or exceed nationally recognized stability test requirements such 
as those listed

[[Page 302]]

in paragraph (x) of Appendix A to this subpart (ANSI/SIA A92.5 and 
A92.6);
    (iii) Outrigger frames, when used, are installed on both sides of 
the scaffold;
    (iv) When power systems are used, the propelling force is applied 
directly to the wheels, and does not produce a speed in excess of 1 foot 
per second (.3 mps); and
    (v) No employee is on any part of the scaffold which extends outward 
beyond the wheels, casters, or other supports.
    (7) Platforms shall not extend outward beyond the base supports of 
the scaffold unless outrigger frames or equivalent devices are used to 
ensure stability.
    (8) Where leveling of the scaffold is necessary, screw jacks or 
equivalent means shall be used.
    (9) Caster stems and wheel stems shall be pinned or otherwise 
secured in scaffold legs or adjustment screws.
    (10) Before a scaffold is moved, each employee on the scaffold shall 
be made aware of the move.
    (x) Repair bracket scaffolds. (1) Brackets shall be secured in place 
by at least one wire rope at least \1/2\ inch (1.27 cm) in diameter.
    (2) Each bracket shall be attached to the securing wire rope (or 
ropes) by a positive locking device capable of preventing the 
unintentional detachment of the bracket from the rope, or by equivalent 
means.
    (3) Each bracket, at the contact point between the supporting 
structure and the bottom of the bracket, shall be provided with a shoe 
(heel block or foot) capable of preventing the lateral movement of the 
bracket.
    (4) Platforms shall be secured to the brackets in a manner that will 
prevent the separation of the platforms from the brackets and the 
movement of the platforms or the brackets on a completed scaffold.
    (5) When a wire rope is placed around the structure in order to 
provide a safe anchorage for personal fall arrest systems used by 
employees erecting or dismantling scaffolds, the wire rope shall meet 
the requirements of subpart M of this part, but shall be at least \5/16\ 
inch (0.8 cm) in diameter.
    (6) Each wire rope used for securing brackets in place or as an 
anchorage for personal fall arrest systems shall be protected from 
damage due to contact with edges, corners, protrusions, or other 
discontinuities of the supporting structure or scaffold components.
    (7) Tensioning of each wire rope used for securing brackets in place 
or as an anchorage for personal fall arrest systems shall be by means of 
a turnbuckle at least 1 inch (2.54 cm) in diameter, or by equivalent 
means.
    (8) Each turnbuckle shall be connected to the other end of its rope 
by use of an eyesplice thimble of a size appropriate to the turnbuckle 
to which it is attached.
    (9) U-bolt wire rope clips shall not be used on any wire rope used 
to secure brackets or to serve as an anchor for personal fall arrest 
systems.
    (10) The employer shall ensure that materials shall not be dropped 
to the outside of the supporting structure.
    (11) Scaffold erection shall progress in only one direction around 
any structure.
    (y) Stilts. Stilts, when used, shall be used in accordance with the 
following requirements:
    (1) An employee may wear stilts on a scaffold only if it is a large 
area scaffold.
    (2) When an employee is using stilts on a large area scaffold where 
a guardrail system is used to provide fall protection, the guardrail 
system shall be increased in height by an amount equal to the height of 
the stilts being used by the employee.
    (3) Surfaces on which stilts are used shall be flat and free of 
pits, holes and obstructions, such as debris, as well as other tripping 
and falling hazards.
    (4) Stilts shall be properly maintained. Any alteration of the 
original equipment shall be approved by the manufacturer.



Sec. 1926.453  Aerial lifts.

    (a) General requirements. (1) Unless otherwise provided in this 
section, aerial lifts acquired for use on or after January 22, 1973 
shall be designed and constructed in conformance with the applicable 
requirements of the American National Standards for ``Vehicle Mounted 
Elevating and Rotating Work Platforms,'' ANSI A92.2-1969, including 
appendix. Aerial lifts acquired before January 22, 1973 which do not 
meet the

[[Page 303]]

requirements of ANSI A92.2-1969, may not be used after January 1, 1976, 
unless they shall have been modified so as to conform with the 
applicable design and construction requirements of ANSI A92.2-1969. 
Aerial lifts include the following types of vehicle-mounted aerial 
devices used to elevate personnel to job-sites above ground:
    (i) Extensible boom platforms;
    (ii) Aerial ladders;
    (iii) Articulating boom platforms;
    (iv) Vertical towers; and
    (v) A combination of any such devices. Aerial equipment may be made 
of metal, wood, fiberglass reinforced plastic (FRP), or other material; 
may be powered or manually operated; and are deemed to be aerial lifts 
whether or not they are capable of rotating about a substantially 
vertical axis.
    (2) Aerial lifts may be ``field modified'' for uses other than those 
intended by the manufacturer provided the modification has been 
certified in writing by the manufacturer or by any other equivalent 
entity, such as a nationally recognized testing laboratory, to be in 
conformity with all applicable provisions of ANSI A92.2-1969 and this 
section and to be at least as safe as the equipment was before 
modification.
    (b) Specific requirements--(1) Ladder trucks and tower trucks. 
Aerial ladders shall be secured in the lower traveling position by the 
locking device on top of the truck cab, and the manually operated device 
at the base of the ladder before the truck is moved for highway travel.
    (2) Extensible and articulating boom platforms. (i) Lift controls 
shall be tested each day prior to use to determine that such controls 
are in safe working condition.
    (ii) Only authorized persons shall operate an aerial lift.
    (iii) Belting off to an adjacent pole, structure, or equipment while 
working from an aerial lift shall not be permitted.
    (iv) Employees shall always stand firmly on the floor of the basket, 
and shall not sit or climb on the edge of the basket or use planks, 
ladders, or other devices for a work position.
    (v) A body belt shall be worn and a lanyard attached to the boom or 
basket when working from an aerial lift.

    Note to paragraph (b)(2)(v): As of January 1, 1998, subpart M of 
this part (Sec. 1926.502(d)) provides that body belts are not 
acceptable as part of a personal fall arrest system. The use of a body 
belt in a tethering system or in a restraint system is acceptable and is 
regulated under Sec. 1926.502(e).

    (vi) Boom and basket load limits specified by the manufacturer shall 
not be exceeded.
    (vii) The brakes shall be set and when outriggers are used, they 
shall be positioned on pads or a solid surface. Wheel chocks shall be 
installed before using an aerial lift on an incline, provided they can 
be safely installed.
    (viii) An aerial lift truck shall not be moved when the boom is 
elevated in a working position with men in the basket, except for 
equipment which is specifically designed for this type of operation in 
accordance with the provisions of paragraphs (a) (1) and (2) of this 
section.
    (ix) Articulating boom and extensible boom platforms, primarily 
designed as personnel carriers, shall have both platform (upper) and 
lower controls. Upper controls shall be in or beside the platform within 
easy reach of the operator. Lower controls shall provide for overriding 
the upper controls. Controls shall be plainly marked as to their 
function. Lower level controls shall not be operated unless permission 
has been obtained from the employee in the lift, except in case of 
emergency.
    (x) Climbers shall not be worn while performing work from an aerial 
lift.
    (xi) The insulated portion of an aerial lift shall not be altered in 
any manner that might reduce its insulating value.
    (xii) Before moving an aerial lift for travel, the boom(s) shall be 
inspected to see that it is properly cradled and outriggers are in 
stowed position except as provided in paragraph (b)(2)(viii) of this 
section.
    (3) Electrical tests. All electrical tests shall conform to the 
requirements of ANSI A92.2-1969 section 5. However equivalent d.c.; 
voltage tests may be used in lieu of the a.c. voltage specified in 
A92.2-1969; d.c. voltage tests which are approved by the equipment 
manufacturer or equivalent entity shall be considered an equivalent test 
for the purpose of this paragraph (b)(3).

[[Page 304]]

    (4) Bursting safety factor. The provisions of the American National 
Standards Institute standard ANSI A92.2-1969, section 4.9 Bursting 
Safety Factor shall apply to all critical hydraulic and pneumatic 
components. Critical components are those in which a failure would 
result in a free fall or free rotation of the boom. All noncritical 
components shall have a bursting safety factor of at least 2 to 1.
    (5) Welding standards. All welding shall conform to the following 
standards as applicable:
    (i) Standard Qualification Procedure, AWS B3.0-41.
    (ii) Recommended Practices for Automotive Welding Design, AWS D8.4-
61.
    (iii) Standard Qualification of Welding Procedures and Welders for 
Piping and Tubing, AWS D10.9-69.
    (iv) Specifications for Welding Highway and Railway Bridges, AWS 
D2.0-69.

    Note to Sec. 1926.453: Non-mandatory Appendix C to this subpart 
lists examples of national consensus standards that are considered to 
provide employee protection equivalent to that provided through the 
application of ANSI A92.2-1969, where appropriate. This incorporation by 
reference was approved by the Director of the Federal Register in 
accordance with 5 U.S.C. 552(a) and 1 CFR part 51. Copies may be 
obtained from the American National Standards Institute. Copies may be 
inspected at the Docket Office, Occupational Safety and Health 
Administration, U.S. Department of Labor, 200 Constitution Avenue, NW., 
room N2634, Washington, DC or at the National Archives and Records 
Administration (NARA). For information on the availability of this 
material at NARA, call 202-741-6030, or go to: http://www.archives.gov/
federal--register/code--of--federal--regulations/ibr--locations.html.

[61 FR 46116, Aug. 30, 1996; 61 FR 59832, Nov. 25, 1996, as amended at 
69 FR 18803, Apr. 9, 2004]



Sec. 1926.454  Training requirements.

    This section supplements and clarifies the requirements of Sec. 
1926.21(b)(2) as these relate to the hazards of work on scaffolds.
    (a) The employer shall have each employee who performs work while on 
a scaffold trained by a person qualified in the subject matter to 
recognize the hazards associated with the type of scaffold being used 
and to understand the procedures to control or minimize those hazards. 
The training shall include the following areas, as applicable:
    (1) The nature of any electrical hazards, fall hazards and falling 
object hazards in the work area;
    (2) The correct procedures for dealing with electrical hazards and 
for erecting, maintaining, and disassembling the fall protection systems 
and falling object protection systems being used;
    (3) The proper use of the scaffold, and the proper handling of 
materials on the scaffold;
    (4) The maximum intended load and the load-carrying capacities of 
the scaffolds used; and
    (5) Any other pertinent requirements of this subpart.
    (b) The employer shall have each employee who is involved in 
erecting, disassembling, moving, operating, repairing, maintaining, or 
inspecting a scaffold trained by a competent person to recognize any 
hazards associated with the work in question. The training shall include 
the following topics, as applicable:
    (1) The nature of scaffold hazards;
    (2) The correct procedures for erecting, disassembling, moving, 
operating, repairing, inspecting, and maintaining the type of scaffold 
in question;
    (3) The design criteria, maximum intended load-carrying capacity and 
intended use of the scaffold;
    (4) Any other pertinent requirements of this subpart.
    (c) When the employer has reason to believe that an employee lacks 
the skill or understanding needed for safe work involving the erection, 
use or dismantling of scaffolds, the employer shall retrain each such 
employee so that the requisite proficiency is regained. Retraining is 
required in at least the following situations:
    (1) Where changes at the worksite present a hazard about which an 
employee has not been previously trained; or
    (2) Where changes in the types of scaffolds, fall protection, 
falling object protection, or other equipment present a hazard about 
which an employee has not been previously trained; or

[[Page 305]]

    (3) Where inadequacies in an affected employee's work involving 
scaffolds indicate that the employee has not retained the requisite 
proficiency.

                        Non-Mandatory Appendices



  Sec. (Non-mandatory) Appendix A to Subpart L of Part 1926--Scaffold 
                             Specifications

    This Appendix provides non-mandatory guidelines to assist employers 
in complying with the requirements of subpart L of this part. An 
employer may use these guidelines and tables as a starting point for 
designing scaffold systems. However, the guidelines do not provide all 
the information necessary to build a complete system, and the employer 
is still responsible for designing and assembling these components in 
such a way that the completed system will meet the requirements of Sec. 
1926.451(a). Scaffold components which are not selected and loaded in 
accordance with this Appendix, and components for which no specific 
guidelines or tables are given in this Appendix (e.g., joints, ties, 
components for wood pole scaffolds more than 60 feet in height, 
components for heavy-duty horse scaffolds, components made with other 
materials, and components with other dimensions, etc.) must be designed 
and constructed in accordance with the capacity requirements of Sec. 
1926.451(a), and loaded in accordance with Sec. 1926.451(d)(1).

                    Index to Appendix A for Subpart L

    1. General guidelines and tables.
    2. Specific guidelines and tables.
    (a) Pole scaffolds:
    Single-pole wood pole scaffolds.
    Independent wood pole scaffolds.
    (b) Tube and coupler scaffolds.
    (c) Fabricated frame scaffolds.
    (d) Plasterers', decorators' and large area scaffolds.
    (e) Bricklayers' square scaffolds.
    (f) Horse scaffolds.
    (g) Form scaffolds and carpenters' bracket scaffolds.
    (h) Roof bracket scaffolds.
    (i) Outrigger scaffolds (one level).
    (j) Pump jack scaffolds.
    (k) Ladder jack scaffolds.
    (l) Window jack scaffolds.
    (m) Crawling boards (chicken ladders).
    (n) Step, platform and trestle ladder scaffolds.
    (o) Single-point adjustable suspension scaffolds.
    (p) Two-point adjustable suspension scaffolds.
    (q)(1) Stonesetters' multi-point adjustable suspension scaffolds.
    (2) Masons' multi-point adjustable suspension scaffolds.
    (r) Catenary scaffolds.
    (s) Float (ship) scaffolds.
    (t) Interior hung scaffolds.
    (u) Needle beam scaffolds.
    (v) Multi-level suspension scaffolds.
    (w) Mobile scaffolds.
    (x) Repair bracket scaffolds.
    (y) Stilts.
    (z) Tank builders' scaffolds.

                    1. General Guidelines and Tables

    (a) The following tables, and the tables in Part 2--Specific 
guidelines and tables, assume that all load-carrying timber members 
(except planks) of the scaffold are a minimum of 1,500 lb-f/in\2\ 
(stress grade) construction grade lumber. All dimensions are nominal 
sizes as provided in the American Softwood Lumber Standards, dated 
January 1970, except that, where rough sizes are noted, only rough or 
undressed lumber of the size specified will satisfy minimum 
requirements.
    (b) Solid sawn wood used as scaffold planks shall be selected for 
such use following the grading rules established by a recognized lumber 
grading association or by an independent lumber grading inspection 
agency. Such planks shall be identified by the grade stamp of such 
association or agency. The association or agency and the grading rules 
under which the wood is graded shall be certified by the Board of 
Review, American Lumber Standard Committee, as set forth in the American 
Softwood Lumber Standard of the U.S. Department of Commerce.
    (i) Allowable spans shall be determined in compliance with the 
National Design Specification for Wood Construction published by the 
National Forest Products Association; paragraph 5 of ANSI A10.8-1988 
Scaffolding-Safety Requirements published by the American National 
Standards Institute; or for 2x10 inch (nominal) or 2x9 inch (rough) 
solid sawn wood planks, as shown in the following table:

------------------------------------------------------------------------
                                              Maximum         Maximum
                                            permissible     permissible
                                            span using      span using
Maximum intended nominal load (lb/ft\2\)  full thickness      nominal
                                             undressed       thickness
                                            lumber (ft)     lumber (ft)
------------------------------------------------------------------------
25......................................              10               8
50......................................               8               6
75......................................               6  ..............
------------------------------------------------------------------------

    (ii) The maximum permissible span for 1\1/4\ x 9-inch or wider wood 
plank of full thickness with a maximum intended load of 50 lb/ft.\2\ 
shall be 4 feet.
    (c) Fabricated planks and platforms may be used in lieu of solid 
sawn wood planks. Maximum spans for such units shall be as recommended 
by the manufacturer based on the maximum intended load being calculated 
as follows:

[[Page 306]]



------------------------------------------------------------------------
   Rated load capacity                     Intended load
------------------------------------------------------------------------
Light-duty...............   25 pounds per square foot
                            applied uniformly over the entire span area.
Medium-duty..............   50 pounds per square foot
                            applied uniformly over the entire span area.
Heavy-duty...............   75 pounds per square foot
                            applied uniformly over the entire span area.
One-person...............   250 pounds placed at the
                            center of the span (total 250 pounds).
Two-person...............   250 pounds placed 18
                            inches to the left and right of the center
                            of the span (total 500 pounds).
Three-person.............   250 pounds placed at the
                            center of the span and 250 pounds placed 18
                            inches to the left and right of the center
                            of the span (total 750 pounds).
------------------------------------------------------------------------

    Note: Platform units used to make scaffold platforms intended for 
light-duty use shall be capable of supporting at least 25 pounds per 
square foot applied uniformly over the entire unit-span area, or a 250-
pound point load placed on the unit at the center of the span, whichever 
load produces the greater shear force.
    (d) Guardrails shall be as follows:
    (i) Toprails shall be equivalent in strength to 2 inch by 4 inch 
lumber; or
    1\1/4\ inch x \1/8\ inch structural angle iron; or
    1 inch x .070 inch wall steel tubing; or 1.990 inch x .058 inch wall 
aluminum tubing.
    (ii) Midrails shall be equivalent in strength to 1 inch by 6 inch 
lumber; or
    1\1/4\ inch x 1\1/4\ inch x \1/8\ inch structural angle iron; or
    1 inch x .070 inch wall steel tubing; or
    1.990 inch x .058 inch wall aluminum tubing.
    (iii) Toeboards shall be equivalent in strength to 1 inch by 4 inch 
lumber; or
    1\1/4\ inch x 1\1/4\ inch structural angle iron; or
    1 inch x .070 inch wall steel tubing; or
    1.990 inch x .058 inch wall aluminum tubing.
    (iv) Posts shall be equivalent in strength to 2 inch by 4 inch 
lumber; or
    1\1/4\ inch x 1\1/4\ inch x \1/8\ structural angle iron; or
    1 inch x .070 inch wall steel tubing; or
    1.990 inch x .058 inch wall aluminum tubing.
    (v) Distance between posts shall not exceed 8 feet.
    (e) Overhead protection shall consist of 2 inch nominal planking 
laid tight, or \3/4\-inch plywood.
    (f) Screen installed between toeboards and midrails or toprails 
shall consist of No. 18 gauge U.S. Standard wire one inch mesh.

                   2. Specific guidelines and tables.

    (a) Pole Scaffolds.

                                         Single Pole Wood Pole Scaffolds
----------------------------------------------------------------------------------------------------------------
                                 Light duty up to 20   Light duty up to    Medium duty up to   Heavy duty up to
                                      feet high          60 feet high        60 feet high        60 feet high
----------------------------------------------------------------------------------------------------------------
Maximum intended load (lbs/ft    25.................  25................  50................  75
 \2\).
Poles or uprights..............  2x4 in.............  4x4 in............  4x4 in............  4x6 in.
Maximum pole spacing             6 feet.............  10 feet...........  8 feet............  6 feet
 (longitudinal).
Maximum pole spacing             5 feet.............  5 feet............  5 feet............  5 feet
 (transverse).
Runners........................  1x4 in.............  1\1/4\x9 in.......  2x10 in...........  2x10 in.
Bearers and maximum spacing of
 bearers:
    3 feet.....................  2x4 in.............  2x4 in............  2x10 in. or 3x4 in  2x10 in. or 3x5
                                                                                               in.
    5 feet.....................  2x6 in. or 3x4 in..  2x6 in. or 3x4 in.  2x10 in. or 3x4 in  2x10 in. or 3x5
                                                       (rough).                                in.
    6 feet.....................  ...................  ..................  2x10 in. or 3x4 in  2x10 in. or 3x5
                                                                                               in.
    8 feet.....................  ...................  ..................  2x10 in. or 3x4 in  ..................
Planking.......................  1\1/4\x9 in........  2x10 in...........  2x10 in...........  2x10 in.
Maximum vertical spacing of      7 feet.............  9 feet............  7 feet............  6 ft. 6 in.
 horizontal members.
Bracing horizontal.............  1x4 in.............  1x4 in............  1x6 in. or 1\1/     2x4 in.
                                                                           4\x4 in.
Bracing diagonal...............  1x4 in.............  1x4 in............  1x4 in............  2x4 in.
Tie-ins........................  1x4 in.............  1x4 in............  1x4 in............  1x4 in.
----------------------------------------------------------------------------------------------------------------
Note: All members except planking are used on edge. All wood bearers shall be reinforced with \3/16\x2 inch
  steel strip, or the equivalent, secured to the lower edges for the entire length of the bearer.


                                         Independent Wood Pole Scaffolds
----------------------------------------------------------------------------------------------------------------
                                 Light duty up to 20   Light duty up to    Medium duty up to   Heavy duty up to
                                      feet high          60 feet high        60 feet high        60 feet high
----------------------------------------------------------------------------------------------------------------
Maximum intended load..........  25 lbs/ft\2\.......  25 lbs/ft\2\......  50 lbs/ft\2\......  75 lbs/ft\2\.
Poles or uprights..............  2x4 in.............  4x4 in............  4x4 in............  4x4 in.
Maximum pole spacing             6 feet.............  10 feet...........  8 feet............  6 feet.
 (longitudinal).
Maximum (transverse)...........  6 feet.............  10 feet...........  8 feet............  8 feet.
Runners........................  1\1/4\x4 in........  1\1/4\x9 in.......  2x10 in...........  2x10 in.
Bearers and maximum spacing of
 bearers:

[[Page 307]]

 
    3 feet.....................  2x4 in.............  2x4 in............  2x10 in...........  2x10 in. (rough).
    6 feet.....................  2x6 in. or 3x4 in..  2x10 in. (rough)    2x10 in...........  2x10 in. (rough).
                                                       or 3x8 in.
    8 feet.....................  2x6 in. or 3x4 in..  2x10 in. (rough)    2x10 in...........  ..................
                                                       or 3x8 in.
    10 feet....................  2x6 in. or 3x4 in..  2x10 in. (rough)    ..................  ..................
                                                       or 3x3 in.
Planking.......................  1\1/4\x9 in........  2x10 in...........  2x10 in...........  2x10 in.
Maximum vertical spacing of      7 feet.............  7 feet............  6 feet............  6 feet.
 horizontal members.
Bracing horizontal.............  1x4 in.............  1x4 in............  1x6 in. or 1\1/     2x4 in.
                                                                           4\x4 in.
Bracing diagonal...............  1x4 in.............  1x4 in............  1x4 in............  2x4 in.
Tie-ins........................  1x4 in.............  1x4 in............  1x4 in............  1x4 in.
----------------------------------------------------------------------------------------------------------------
Note: All members except planking are used on edge. All wood bearers shall be reinforced with \3/16\x2 inch
  steel strip, or the equivalent, secured to the lower edges for the entire length of the bearer.

    (b) Tube and coupler scaffolds.

                                             Minimum Size of Members
----------------------------------------------------------------------------------------------------------------
                                              Light duty              Medium duty               Heavy duty
----------------------------------------------------------------------------------------------------------------
Maximum intended load................  25 lbs/ft\2\...........  50 lbs/ft\2\...........  75 lbs/ft\2\.
Posts, runners and braces............  Nominal 2 in. (1.90      Nominal 2 in. (1.90      Nominal 2 in. (1.90
                                        inches) OD steel tube    inches) OD steel tube    inches) OD steel tube
                                        or pipe.                 or pipe.                 or pipe.
Bearers..............................  Nominal 2 in. (1.90      Nominal 2 in. (1.90      Nominal 2\1/2\ in.
                                        inches).                 inches).                 (2.375 in.).
                                       OD steel tube or pipe    OD steel tube or pipe    OD steel tube or pipe
                                        and a maximum post       and a maximum post       and a maximum post
                                        spacing of 4 ft.x10      spacing of 4 ft.x7 ft.   spacing of 6 ft.x6 ft.
                                        ft..                     or.
                                                                Nominal 2\1/2\ in.
                                                                 (2.375 in.).
                                                                OD steel tube or pipe
                                                                 and a maximum post
                                                                 spacing of 6 ft.x8
                                                                 ft.*.
Maximum runner spacing vertically....  6 ft. 6 in.............  6 ft. 6 in.............  6 ft. 6 in.
----------------------------------------------------------------------------------------------------------------
* Bearers shall be installed in the direction of the shorter dimension.
 
Note: Longitudinal diagonal bracing shall be installed at an angle of 45[deg] (5[deg]).


                    Maximum Number of Planked Levels
------------------------------------------------------------------------
                                      Maximum number of
                                  additional planked levels    Maximum
                                 ---------------------------  height of
                                   Light    Medium   Heavy     scaffold
                                    duty     duty     duty    (in feet)
------------------------------------------------------------------------
Number of Working Levels:
    1...........................       16       11        6          125
    2...........................       11        1        0          125
    3...........................        6        0        0          125
    4...........................        1        0        0          125
------------------------------------------------------------------------

    (c) Fabricated frame scaffolds. Because of their prefabricated 
nature, no additional guidelines or tables for these scaffolds are being 
adopted in this Appendix.
    (d) Plasterers', decorators', and large area scaffolds. The 
guidelines for pole scaffolds or tube and coupler scaffolds (Appendix A 
(a) and (b)) may be applied.
    (e) Bricklayers' square scaffolds.
Maximum intended load: 50 lb/ft.\2\*
---------------------------------------------------------------------------

    * The squares shall be set not more than 8 feet apart for light duty 
scaffolds and not more than 5 feet apart for medium duty scaffolds.
---------------------------------------------------------------------------

Maximum width: 5 ft.
Maximum height: 5 ft.
Gussets: 1 x 6 in.
Braces: 1 x 8 in.
Legs: 2 x 6 in.

[[Page 308]]

Bearers (horizontal members): 2 x 6 in.
    (f) Horse scaffolds.
Maximum intended load (light duty): 25 lb/ft.\2\ **
---------------------------------------------------------------------------

    ** Horses shall be spaced not more than 8 feet apart for light duty 
loads, and not more than 5 feet apart for medium duty loads.
---------------------------------------------------------------------------

Maximum intended load (medium duty): 50 lb/ft.\2\ **
Horizontal members or bearers:
    Light duty: 2 x 4 in.
    Medium duty: 3 x 4 in.
Legs: 2 x 4 in.
Longitudinal brace between legs: 1 x 6 in.
Gusset brace at top of legs: 1 x 8 in.
Half diagonal braces: 2 x 4 in.

    (g) Form scaffolds and carpenters' bracket scaffolds.
    (1) Brackets shall consist of a triangular-shaped frame made of wood 
with a cross-section not less than 2 inches by 3 inches, or of 1\1/4\ 
inch x 1\1/4\ inch x \1/8\ inch structural angle iron.
    (2) Bolts used to attach brackets to structures shall not be less 
than \5/8\ inches in diameter.
    (3) Maximum bracket spacing shall be 8 feet on centers.
    (4) No more than two employees shall occupy any given 8 feet of a 
bracket or form scaffold at any one time. Tools and materials shall not 
exceed 75 pounds in addition to the occupancy.
    (5) Wooden figure-four scaffolds:

Maximum intended load: 25 lb/ft.\2\
Uprights: 2 x 4 in. or 2 x 6 in.
Bearers (two): 1 x 6 in.
Braces: 1 x 6 in.
Maximum length of bearers (unsupported): 3 ft. 6 in.
    (i) Outrigger bearers shall consist of two pieces of 1 x 6 inch 
lumber nailed on opposite sides of the vertical support.
    (ii) Bearers for wood figure-four brackets shall project not more 
than 3 feet 6 inches from the outside of the form support, and shall be 
braced and secured to prevent tipping or turning. The knee or angle 
brace shall intersect the bearer at least 3 feet from the form at an 
angle of approximately 45 degrees, and the lower end shall be nailed to 
a vertical support.
    (6) Metal bracket scaffolds:

Maximum intended load: 25 lb/ft.\2\
Uprights: 2 x 4 inch
Bearers: As designed.
Braces: As designed.

    (7) Wood bracket scaffolds:

Maximum intended load: 25 lb/ft.\2\
Uprights: 2 x 4 in or 2 x 6 in
Bearers: 2 x 6 in
Maximum scaffold width: 3 ft 6 in
Braces: 1 x 6 in

    (h) Roof bracket scaffolds. No specific guidelines or tables are 
given.
    (i) Outrigger scaffolds (single level). No specific guidelines or 
tables are given.
    (j) Pump jack scaffolds. Wood poles shall not exceed 30 feet in 
height. Maximum intended load--500 lbs between poles; applied at the 
center of the span. Not more than two employees shall be on a pump jack 
scaffold at one time between any two supports. When 2 x 4's are spliced 
together to make a 4 x 4 inch wood pole, they shall be spliced with ``10 
penny'' common nails no more than 12 inches center to center, staggered 
uniformly from the opposite outside edges.
    (k) Ladder jack scaffolds. Maximum intended load--25 lb/ft\2\. 
However, not more than two employees shall occupy any platform at any 
one time. Maximum span between supports shall be 8 feet.
    (l) Window jack scaffolds. Not more than one employee shall occupy a 
window jack scaffold at any one time.
    (m) Crawling boards (chicken ladders). Crawling boards shall be not 
less than 10 inches wide and 1 inch thick, with cleats having a minimum 
1 x 1\1/2\ inch cross-sectional area. The cleats shall be equal in 
length to the width of the board and spaced at equal intervals not to 
exceed 24 inches.
    (n) Step, platform, and trestle ladder scaffolds. No additional 
guidelines or tables are given.
    (o) Single-point adjustable suspension scaffolds. Maximum intended 
load--250 lbs. Wood seats for boatswains' chairs shall be not less than 
1 inch thick if made of non-laminated wood, or \5/8\ inches thick if 
made of marine quality plywood.
    (p) Two-point adjustable suspension scaffolds. (1) In addition to 
direct connections to buildings (except window cleaners' anchors) 
acceptable ways to prevent scaffold sway include angulated roping and 
static lines. Angulated roping is a system of platform suspension in 
which the upper wire rope sheaves or suspension points are closer to the 
plane of the building face than the corresponding attachment points on 
the platform, thus causing the platform to press against the face of the 
building. Static lines are separate ropes secured at their top and 
bottom ends closer to the plane of the building face than the outermost 
edge of the platform. By drawing the static line taut, the platform is 
drawn against the face of the building.
    (2) On suspension scaffolds designed for a working load of 500 
pounds, no more than two employees shall be permitted on the scaffold at 
one time. On suspension scaffolds with a working load of 750 pounds, no 
more than three employees shall be permitted on the scaffold at one 
time.
    (3) Ladder-type platforms. The side stringer shall be of clear 
straight-grained spruce. The rungs shall be of straight-grained oak,

[[Page 309]]

ash, or hickory, at least 1\1/8\ inches in diameter, with \7/8\ inch 
tenons mortised into the side stringers at least \7/8\ inch. The 
stringers shall be tied together with tie rods not less than \1/4\ inch 
in diameter, passing through the stringers and riveted up tight against 
washers on both ends. The flooring strips shall be spaced not more than 
\5/8\ inch apart, except at the side rails where the space may be 1 
inch. Ladder-type platforms shall be constructed in accordance with the 
following table:

                                       Schedule for Ladder-Type Platforms
----------------------------------------------------------------------------------------------------------------
 
----------------------------------------------------------------------------------------------------------------
Length of Platform...............  12 feet..................  14 & 16 feet............  18 & 20 feet.
Side stringers, minimum cross
 section (finished sizes):
    At ends......................  1\3/4\ x 2\3/4\ in.......  1\3/4\ x 2\3/4\ in......  1\3/4\ x 3 in.
    At middle....................  1\3/4\ x 3\3/4\ in.......  1\3/4\ x 3\3/4\ in......  1\3/4\ x 4 in.
Reinforcing strip (minimum)......  A \1/8\ x \7/8\ inch steel reinforcing strip shall be attached to the side or
                                                               underside, full length.
Rungs............................     Rungs shall be 1\1/8\ inch minimum diameter with at least \7/8\ inch in
                                       diameter tenons, and the maximum spacing shall be 12 inches to center.
Tie rods:
    Number (minimum).............  3........................  4.......................  4
    Diameter (minimum)...........  \1/4\ inch...............  \1/4\ inch..............  \1/4\ inch
Flooring, minimum finished size..  \1/2\ x 2\3/4\ in........  \1/2\ x 2\3/4\ in.......  \1/2\ x 2\3/4\ in.
----------------------------------------------------------------------------------------------------------------


                   Schedule for Ladder-Type Platforms
------------------------------------------------------------------------
 
------------------------------------------------------------------------
Length of Platform..........  22 & 24 ft..........  28 & 30 ft.
Side stringers, minimum
 cross section (finished
 sizes):
    At ends.................  1\3/4\x3 in.........  1\3/4\ x 3\1/2\ in.
    At middle...............  1\3/4\ x 4\1/4\ in..  1\3/4\ x 5 in.
Reinforcing strip (minimum).    A \1/8\ x \7/8\-inch steel reinforcing
                                 strip shall be attached to the side or
                                        underside, full length.
Rungs.......................      Rungs shall be 1\1/8\ inch minimum
                                  diameter with at least \7/8\ inch in
                                diameter tenons, and the maximum spacing
                                shall be 12 inches to center. Tie rods.
    Number (minimum)........  5...................  6.
    Diameter (minimum)......  \1/4\ in............  \1/4\ in.
Flooring, minimum finished    \1/2\ x 2\3/4\ in...  \1/2\ x 2\3/4\ in.
 size.
------------------------------------------------------------------------

    (4) Plank-Type Platforms. Plank-type platforms shall be composed of 
not less than nominal 2 x 8 inch unspliced planks, connected together on 
the underside with cleats at intervals not exceeding 4 feet, starting 6 
inches from each end. A bar or other effective means shall be securely 
fastened to the platform at each end to prevent the platform from 
slipping off the hanger. The span between hangers for plank-type 
platforms shall not exceed 10 feet.
    (5) Beam-Type Platforms. Beam platforms shall have side stringers of 
lumber not less than 2 x 6 inches set on edge. The span between hangers 
shall not exceed 12 feet when beam platforms are used. The flooring 
shall be supported on 2 x 6 inch cross beams, laid flat and set into the 
upper edge of the stringers with a snug fit, at intervals of not more 
than 4 feet, securely nailed to the cross beams. Floor-boards shall not 
be spaced more than \1/2\ inch apart.
    (q)(1) Multi-point adjustable suspension scaffolds and stonesetters' 
multi-point adjustable suspension scaffolds. No specific guidelines or 
tables are given for these scaffolds.
    (2) Masons' multi-point adjustable suspension scaffolds. Maximum 
intended load--50 lb/ft\2\. Each outrigger beam shall be at least a 
standard 7 inch, 15.3 pound steel I-beam, at least 15 feet long. Such 
beams shall not project more than 6 feet 6 inches beyond the bearing 
point. Where the overhang exceeds 6

[[Page 310]]

feet 6 inches, outrigger beams shall be composed of stronger beams or 
multiple beams.
    (r) Catenary scaffolds. (1) Maximum intended load--500 lbs.
    (2) Not more than two employees shall be permitted on the scaffold 
at one time.
    (3) Maximum capacity of come-along shall be 2,000 lbs.
    (4) Vertical pickups shall be spaced not more than 50 feet apart.
    (5) Ropes shall be equivalent in strength to at least \1/2\ inch 
(1.3 cm) diameter improved plow steel wire rope.
    (s) Float (ship) scaffolds. (1) Maximum intended load--750 lbs.
    (2) Platforms shall be made of \3/4\ inch plywood, equivalent in 
rating to American Plywood Association Grade B-B, Group I, Exterior.
    (3) Bearers shall be made from 2x4 inch, or 1x10 inch rough lumber. 
They shall be free of knots and other flaws.
    (4) Ropes shall be equivalent in strength to at least 1 inch (2.5 
cm) diameter first grade manila rope.
    (t) Interior hung scaffolds.

Bearers (use on edge): 2x10 in.
Maximum intended load: Maximum span
25 lb/ft.\2\: 10 ft.
50 lb/ft.\2\: 10 ft.
75 lb/ft.\2\: 7 ft.

    (u) Needle beam scaffolds.

Maximum intended load: 25 lb/ft.\2\
Beams: 4x6 in.
Maximum platform span: 8 ft.
Maximum beam span: 10 ft.
    (1) Ropes shall be attached to the needle beams by a scaffold hitch 
or an eye splice. The loose end of the rope shall be tied by a bowline 
knot or by a round turn and a half hitch.
    (2) Ropes shall be equivalent in strength to at least 1 inch (2.5 
cm) diameter first grade manila rope.
    (v) Multi-level suspension scaffolds. No additional guidelines or 
tables are being given for these scaffolds.
    (w) Mobile Scaffolds. Stability test as described in the ANSI A92 
series documents, as appropriate for the type of scaffold, can be used 
to establish stability for the purpose of Sec. 1926.452(w)(6).
    (x) Repair bracket scaffolds. No additional guidelines or tables are 
being given for these scaffolds.
    (y) Stilts. No specific guidelines or tables are given.
    (z) Tank builder's scaffold.
    (1) The maximum distance between brackets to which scaffolding and 
guardrail supports are attached shall be no more than 10 feet 6 inches.
    (2) Not more than three employees shall occupy a 10 feet 6 inch span 
of scaffold planking at any time.
    (3) A taut wire or synthetic rope supported on the scaffold brackets 
shall be installed at the scaffold plank level between the innermost 
edge of the scaffold platform and the curved plate structure of the tank 
shell to serve as a safety line in lieu of an inner guardrail assembly 
where the space between the scaffold platform and the tank exceeds 12 
inches (30.48 cm). In the event the open space on either side of the 
rope exceeds 12 inches (30.48 cm), a second wire or synthetic rope 
appropriately placed, or guardrails in accordance with Sec. 
1926.451(e)(4), shall be installed in order to reduce that open space to 
less than 12 inches (30.48 cm).
    (4) Scaffold planks of rough full-dimensioned 2-inch (5.1 cm)x12-
inch (30.5 cm) Douglas Fir or Southern Yellow Pine of Select Structural 
Grade shall be used. Douglas Fir planks shall have a fiber stress of at 
least 1900 lb/in\2\ (130,929 n/cm\2\) and a modulus of elasticity of at 
least 1,900,000 lb/in\2\ (130,929,000 n/cm\2\), while Yellow Pine planks 
shall have a fiber stress of at least 2500 lb/in\2\ (172,275 n/cm\2\) 
and a modulus of elasticity of at least 2,000,000 lb/in\2\ (137,820,000 
n/cm\2\).
    (5) Guardrails shall be constructed of a taut wire or synthetic 
rope, and shall be supported by angle irons attached to brackets welded 
to the steel plates. These guardrails shall comply with Sec. 
1926.451(e)(4). Guardrail supports shall be located at no greater than 
10 feet 6 inch intervals.



Sec. (Non-mandatory) Appendix B to Subpart L of Part 1926--Criteria for 

Determining the Feasibility of Providing Safe Access and Fall Protection 

            for Scaffold Erectors and Dismantlers [Reserved]



   Sec. (Non-mandatory) Appendix C to Subpart L of Part 1926--List of 
                      National Consensus Standards

ANSI/SIA A92.2-1990 Vehicle-Mounted Elevating and Rotating Aerial 
          Devices
ANSI/SIA A92.3-1990 Manually Propelled Elevating Aerial Platforms
ANSI/SIA A92.5-1990 Boom Supported Elevating Work Platforms
ANSI/SIA A92.6-1990 Self-Propelled Elevating Work Platforms
ANSI/SIA A92.7-1990 Airline Ground Support Vehicle-Mounted Vertical Lift 
          Devices
ANSI/SIA A92.8-1993 Vehicle-Mounted Bridge Inspection and Maintenance 
          Devices
ANSI/SIA A92.9-1993 Mast-Climbing Work Platforms

[[Page 311]]



   Sec. (Non-mandatory) Appendix D to Subpart L of Part 1926--List of 
          Training Topics for Scaffold Erectors and Dismantlers

    This Appendix D is provided to serve as a guide to assist employers 
when evaluating the training needs of employees erecting or dismantling 
supported scaffolds.
    The Agency believes that employees erecting or dismantling scaffolds 
should be trained in the following topics:
 General Overview of Scaffolding
     regulations and standards
     erection/dismantling planning
     PPE and proper procedures
     fall protection
     materials handling
     access
     working platforms
     foundations
     guys, ties and braces
 Tubular Welded Frame Scaffolds
     specific regulations and standards
     components
     parts inspection
     erection/dismantling planning
     guys, ties and braces
     fall protection
     general safety
     access and platforms
     erection/dismantling procedures
     rolling scaffold assembly
     putlogs
 Tube and Clamp Scaffolds
     specific regulations and standards
     components
     parts inspection
     erection/dismantling planning
     guys, ties and braces
     fall protection
     general safety
     access and platforms
     erection/dismantling procedures
     buttresses, cantilevers, & bridges
 System Scaffolds
     specific regulations and standards
     components
     parts inspection
     erection/dismantling planning
     guys, ties and braces
     fall protection
     general safety
     access and platforms
     erection/dismantling procedures
     buttresses, cantilevers, & bridges

    Scaffold erectors and dismantlers should all receive the general 
overview, and, in addition, specific training for the type of supported 
scaffold being erected or dismantled.

   (Non-mandatory) Appendix E to Subpart L of Part 1926--Drawings and 
                              Illustrations

    This Appendix provides drawings of particular types of scaffolds and 
scaffold components, and graphic illustrations of bracing patterns and 
tie spacing patterns.
    This Appendix is intended to provide visual guidance to assist the 
user in complying with the requirements of subpart L, part 1926.

[[Page 312]]

[GRAPHIC] [TIFF OMITTED] TR30AU96.000


[[Page 313]]


[GRAPHIC] [TIFF OMITTED] TR30AU96.001

          HOISTS MUST BE ELECTRONICALLY ISOLATED FROM SCAFFOLD

[[Page 314]]

[GRAPHIC] [TIFF OMITTED] TR30AU96.002


[[Page 315]]


[GRAPHIC] [TIFF OMITTED] TR30AU96.003


[[Page 316]]


[GRAPHIC] [TIFF OMITTED] TR30AU96.004


[[Page 317]]


[GRAPHIC] [TIFF OMITTED] TR30AU96.005


[[Page 318]]


[GRAPHIC] [TIFF OMITTED] TR30AU96.006


[[Page 319]]


[GRAPHIC] [TIFF OMITTED] TR30AU96.007


[[Page 320]]


[GRAPHIC] [TIFF OMITTED] TR30AU96.008


[61 FR 46122, Aug. 30, 1996; 61 FR 59832, Nov. 25, 1996]



                        Subpart M_Fall Protection

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); Sec. 4, 6, 8, Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of 
Labor's Orders Nos. 1-90 (55 FR 9033), 6-96 (62 FR 111); and 3-2000 (65 
FR 50017), as applicable, and 29 CFR Part 1911.

    Source: 59 FR 40730, Aug. 9, 1994, unless otherwise noted.



Sec. 1926.500  Scope, application, and definitions applicable to this subpart.

    (a) Scope and application. (1) This subpart sets forth requirements 
and criteria for fall protection in construction workplaces covered 
under 29 CFR part 1926. Exception: The provisions of this subpart do not 
apply when employees are making an inspection, investigation, or 
assessment of workplace conditions prior to the actual start of 
construction work or after all construction work has been completed.

[[Page 321]]

    (2) Section 1926.501 sets forth those workplaces, conditions, 
operations, and circumstances for which fall protection shall be 
provided except as follows:
    (i) Requirements relating to fall protection for employees working 
on scaffolds are provided in subpart L of this part.
    (ii) Requirements relating to fall protection for employees working 
on certain cranes and derricks are provided in subpart N of this part.
    (iii) Fall protection requirements for employees performing steel 
erection work (except for towers and tanks) are provided in subpart R of 
this part.
    (iv) Requirements relating to fall protection for employees working 
on certain types of equipment used in tunneling operations are provided 
in subpart S of this part.
    (v) Requirements relating to fall protection for employees engaged 
in the erection of tanks and communication and broadcast towers are 
provided in Sec. 1926.105.
    (vi) Requirements relating to fall protection for employees engaged 
in the construction of electric transmission and distribution lines and 
equipment are provided in subpart V of this part.
    (vii) Requirements relating to fall protection for employees working 
on stairways and ladders are provided in subpart X of this part.
    (3) Section 1926.502 sets forth the requirements for the 
installation, construction, and proper use of fall protection required 
by part 1926, except as follows:
    (i) Performance requirements for guardrail systems used on scaffolds 
and performance requirements for falling object protection used on 
scaffolds are provided in subpart L of this part.
    (ii) Performance requirements for stairways, stairrail systems, and 
handrails are provided in subpart X of this part.
    (iii) Additional performance requirements for personal climbing 
equipment, lineman's body belts, safety straps, and lanyards are 
provided in subpart V of this part.
    (iv) Section 1926.502 does not apply to the erection of tanks and 
communication and broadcast towers. (Note: Section 1926.104 sets the 
criteria for body belts, lanyards and lifelines used for fall protection 
during tank and communication and broadcast tower erection. Paragraphs 
(b),(c) and (f) of Sec. 1926.107 provide definitions for the pertinent 
terms.)
    (4) Section 1926.503 sets forth requirements for training in the 
installation and use of fall protection systems, except in relation to 
steel erection activities.
    (b) Definitions.
    Anchorage means a secure point of attachment for lifelines, lanyards 
or deceleration devices.
    Body belt (safety belt) means a strap with means both for securing 
it about the waist and for attaching it to a lanyard, lifeline, or 
deceleration device.
    Body harness means straps which may be secured about the employee in 
a manner that will distribute the fall arrest forces over at least the 
thighs, pelvis, waist, chest and shoulders with means for attaching it 
to other components of a personal fall arrest system.
    Buckle means any device for holding the body belt or body harness 
closed around the employee's body.
    Connector means a device which is used to couple (connect) parts of 
the personal fall arrest system and positioning device systems together. 
It may be an independent component of the system, such as a carabiner, 
or it may be an integral component of part of the system (such as a 
buckle or dee-ring sewn into a body belt or body harness, or a snap-hook 
spliced or sewn to a lanyard or self-retracting lanyard).
    Controlled access zone (CAZ) means an area in which certain work 
(e.g., overhand bricklaying) may take place without the use of guardrail 
systems, personal fall arrest systems, or safety net systems and access 
to the zone is controlled.
    Dangerous equipment means equipment (such as pickling or galvanizing 
tanks, degreasing units, machinery, electrical equipment, and other 
units) which, as a result of form or function, may be hazardous to 
employees who fall onto or into such equipment.
    Deceleration device means any mechanism, such as a rope grab, rip-
stitch lanyard, specially-woven lanyard, tearing or deforming lanyards, 
automatic self-retracting lifelines/lanyards, etc.,

[[Page 322]]

which serves to dissipate a substantial amount of energy during a fall 
arrest, or otherwise limit the energy imposed on an employee during fall 
arrest.
    Deceleration distance means the additional vertical distance a 
falling employee travels, excluding lifeline elongation and free fall 
distance, before stopping, from the point at which the deceleration 
device begins to operate. It is measured as the distance between the 
location of an employee's body belt or body harness attachment point at 
the moment of activation (at the onset of fall arrest forces) of the 
deceleration device during a fall, and the location of that attachment 
point after the employee comes to a full stop.
    Equivalent means alternative designs, materials, or methods to 
protect against a hazard which the employer can demonstrate will provide 
an equal or greater degree of safety for employees than the methods, 
materials or designs specified in the standard.
    Failure means load refusal, breakage, or separation of component 
parts. Load refusal is the point where the ultimate strength is 
exceeded.
    Free fall means the act of falling before a personal fall arrest 
system begins to apply force to arrest the fall.
    Free fall distance means the vertical displacement of the fall 
arrest attachment point on the employee's body belt or body harness 
between onset of the fall and just before the system begins to apply 
force to arrest the fall. This distance excludes deceleration distance, 
and lifeline/lanyard elongation, but includes any deceleration device 
slide distance or self-retracting lifeline/lanyard extension before they 
operate and fall arrest forces occur.
    Guardrail system means a barrier erected to prevent employees from 
falling to lower levels.
    Hole means a gap or void 2 inches (5.1 cm) or more in its least 
dimension, in a floor, roof, or other walking/working surface.
    Infeasible means that it is impossible to perform the construction 
work using a conventional fall protection system (i.e., guardrail 
system, safety net system, or personal fall arrest system) or that it is 
technologically impossible to use any one of these systems to provide 
fall protection.
    Lanyard means a flexible line of rope, wire rope, or strap which 
generally has a connector at each end for connecting the body belt or 
body harness to a deceleration device, lifeline, or anchorage.
    Leading edge means the edge of a floor, roof, or formwork for a 
floor or other walking/working surface (such as the deck) which changes 
location as additional floor, roof, decking, or formwork sections are 
placed, formed, or constructed. A leading edge is considered to be an 
``unprotected side and edge'' during periods when it is not actively and 
continuously under construction.
    Lifeline means a component consisting of a flexible line for 
connection to an anchorage at one end to hang vertically (vertical 
lifeline), or for connection to anchorages at both ends to stretch 
horizontally (horizontal lifeline), and which serves as a means for 
connecting other components of a personal fall arrest system to the 
anchorage.
    Low-slope roof means a roof having a slope less than or equal to 4 
in 12 (vertical to horizontal).
    Lower levels means those areas or surfaces to which an employee can 
fall. Such areas or surfaces include, but are not limited to, ground 
levels, floors, platforms, ramps, runways, excavations, pits, tanks, 
material, water, equipment, structures, or portions thereof.
    Mechanical equipment means all motor or human propelled wheeled 
equipment used for roofing work, except wheelbarrows and mopcarts.
    Opening means a gap or void 30 inches (76 cm) or more high and 18 
inches (48 cm) or more wide, in a wall or partition, through which 
employees can fall to a lower level.
    Overhand bricklaying and related work means the process of laying 
bricks and masonry units such that the surface of the wall to be jointed 
is on the opposite side of the wall from the mason, requiring the mason 
to lean over the wall to complete the work. Related work includes mason 
tending and electrical installation incorporated into the brick wall 
during the overhand bricklaying process.

[[Page 323]]

    Personal fall arrest system means a system used to arrest an 
employee in a fall from a working level. It consists of an anchorage, 
connectors, a body belt or body harness and may include a lanyard, 
deceleration device, lifeline, or suitable combinations of these. As of 
January 1, 1998, the use of a body belt for fall arrest is prohibited.
    Positioning device system means a body belt or body harness system 
rigged to allow an employee to be supported on an elevated vertical 
surface, such as a wall, and work with both hands free while leaning.
    Rope grab means a deceleration device which travels on a lifeline 
and automatically, by friction, engages the lifeline and locks so as to 
arrest the fall of an employee. A rope grab usually employs the 
principle of inertial locking, cam/level locking, or both.
    Roof means the exterior surface on the top of a building. This does 
not include floors or formwork which, because a building has not been 
completed, temporarily become the top surface of a building.
    Roofing work means the hoisting, storage, application, and removal 
of roofing materials and equipment, including related insulation, sheet 
metal, and vapor barrier work, but not including the construction of the 
roof deck.
    Safety-monitoring system means a safety system in which a competent 
person is responsible for recognizing and warning employees of fall 
hazards.
    Self-retracting lifeline/lanyard means a deceleration device 
containing a drum-wound line which can be slowly extracted from, or 
retracted onto, the drum under slight tension during normal employee 
movement, and which, after onset of a fall, automatically locks the drum 
and arrests the fall.
    Snaphook means a connector comprised of a hook-shaped member with a 
normally closed keeper, or similar arrangement, which may be opened to 
permit the hook to receive an object and, when released, automatically 
closes to retain the object. Snaphooks are generally one of two types:
    (1) The locking type with a self-closing, self-locking keeper which 
remains closed and locked until unlocked and pressed open for connection 
or disconnection; or
    (2) The non-locking type with a self-closing keeper which remains 
closed until pressed open for connection or disconnection. As of January 
1, 1998, the use of a non-locking snaphook as part of personal fall 
arrest systems and positioning device systems is prohibited.
    Steep roof means a roof having a slope greater than 4 in 12 
(vertical to horizontal).
    Toeboard means a low protective barrier that will prevent the fall 
of materials and equipment to lower levels and provide protection from 
falls for personnel.
    Unprotected sides and edges means any side or edge (except at 
entrances to points of access) of a walking/working surface, e.g., 
floor, roof, ramp, or runway where there is no wall or guardrail system 
at least 39 inches (1.0 m) high.
    Walking/working surface means any surface, whether horizontal or 
vertical on which an employee walks or works, including, but not limited 
to, floors, roofs, ramps, bridges, runways, formwork and concrete 
reinforcing steel but not including ladders, vehicles, or trailers, on 
which employees must be located in order to perform their job duties.
    Warning line system means a barrier erected on a roof to warn 
employees that they are approaching an unprotected roof side or edge, 
and which designates an area in which roofing work may take place 
without the use of guardrail, body belt, or safety net systems to 
protect employees in the area.
    Work area means that portion of a walking/working surface where job 
duties are being performed.

[59 FR 40730, Aug. 9, 1994, as amended at 60 FR 39255, Aug. 2, 1995; 66 
FR 5265, Jan. 18, 2001]



Sec. 1926.501  Duty to have fall protection.

    (a) General. (1) This section sets forth requirements for employers 
to provide fall protection systems. All fall protection required by this 
section shall conform to the criteria set forth in Sec. 1926.502 of 
this subpart.
    (2) The employer shall determine if the walking/working surfaces on 
which its employees are to work have the strength and structural 
integrity to support employees safely. Employees

[[Page 324]]

shall be allowed to work on those surfaces only when the surfaces have 
the requisite strength and structural integrity.
    (b)(1) Unprotected sides and edges. Each employee on a walking/
working surface (horizontal and vertical surface) with an unprotected 
side or edge which is 6 feet (1.8 m) or more above a lower level shall 
be protected from falling by the use of guardrail systems, safety net 
systems, or personal fall arrest systems.
    (2) Leading edges. (i) Each employee who is constructing a leading 
edge 6 feet (1.8 m) or more above lower levels shall be protected from 
falling by guardrail systems, safety net systems, or personal fall 
arrest systems. Exception: When the employer can demonstrate that it is 
infeasible or creates a greater hazard to use these systems, the 
employer shall develop and implement a fall protection plan which meets 
the requirements of paragraph (k) of Sec. 1926.502.
    Note: There is a presumption that it is feasible and will not create 
a greater hazard to implement at least one of the above-listed fall 
protection systems. Accordingly, the employer has the burden of 
establishing that it is appropriate to implement a fall protection plan 
which complies with Sec. 1926.502(k) for a particular workplace 
situation, in lieu of implementing any of those systems.
    (ii) Each employee on a walking/working surface 6 feet (1.8 m) or 
more above a lower level where leading edges are under construction, but 
who is not engaged in the leading edge work, shall be protected from 
falling by a guardrail system, safety net system, or personal fall 
arrest system. If a guardrail system is chosen to provide the fall 
protection, and a controlled access zone has already been established 
for leading edge work, the control line may be used in lieu of a 
guardrail along the edge that parallels the leading edge.
    (3) Hoist areas. Each employee in a hoist area shall be protected 
from falling 6 feet (1.8 m) or more to lower levels by guardrail systems 
or personal fall arrest systems. If guardrail systems, [or chain, gate, 
or guardrail] or portions thereof, are removed to facilitate the 
hoisting operation (e.g., during landing of materials), and an employee 
must lean through the access opening or out over the edge of the access 
opening (to receive or guide equipment and materials, for example), that 
employee shall be protected from fall hazards by a personal fall arrest 
system.
    (4) Holes. (i) Each employee on walking/working surfaces shall be 
protected from falling through holes (including skylights) more than 6 
feet (1.8 m) above lower levels, by personal fall arrest systems, 
covers, or guardrail systems erected around such holes.
    (ii) Each employee on a walking/working surface shall be protected 
from tripping in or stepping into or through holes (including skylights) 
by covers.
    (iii) Each employee on a walking/working surface shall be protected 
from objects falling through holes (including skylights) by covers.
    (5) Formwork and reinforcing steel. Each employee on the face of 
formwork or reinforcing steel shall be protected from falling 6 feet 
(1.8 m) or more to lower levels by personal fall arrest systems, safety 
net systems, or positioning device systems.
    (6) Ramps, runways, and other walkways. Each employee on ramps, 
runways, and other walkways shall be protected from falling 6 feet (1.8 
m) or more to lower levels by guardrail systems.
    (7) Excavations. (i) Each employee at the edge of an excavation 6 
feet (1.8 m) or more in depth shall be protected from falling by 
guardrail systems, fences, or barricades when the excavations are not 
readily seen because of plant growth or other visual barrier;
    (ii) Each employee at the edge of a well, pit, shaft, and similar 
excavation 6 feet (1.8 m) or more in depth shall be protected from 
falling by guardrail systems, fences, barricades, or covers.
    (8) Dangerous equipment. (i) Each employee less than 6 feet (1.8 m) 
above dangerous equipment shall be protected from falling into or onto 
the dangerous equipment by guardrail systems or by equipment guards.
    (ii) Each employee 6 feet (1.8 m) or more above dangerous equipment 
shall be protected from fall hazards by guardrail systems, personal fall 
arrest systems, or safety net systems.

[[Page 325]]

    (9) Overhand bricklaying and related work. (i) Except as otherwise 
provided in paragraph (b) of this section, each employee performing 
overhand bricklaying and related work 6 feet (1.8 m) or more above lower 
levels, shall be protected from falling by guardrail systems, safety net 
systems, personal fall arrest systems, or shall work in a controlled 
access zone.
    (ii) Each employee reaching more than 10 inches (25 cm) below the 
level of the walking/working surface on which they are working, shall be 
protected from falling by a guardrail system, safety net system, or 
personal fall arrest system.
    Note: Bricklaying operations performed on scaffolds are regulated by 
subpart L--Scaffolds of this part.
    (10) Roofing work on Low-slope roofs. Except as otherwise provided 
in paragraph (b) of this section, each employee engaged in roofing 
activities on low-slope roofs, with unprotected sides and edges 6 feet 
(1.8 m) or more above lower levels shall be protected from falling by 
guardrail systems, safety net systems, personal fall arrest systems, or 
a combination of warning line system and guardrail system, warning line 
system and safety net system, or warning line system and personal fall 
arrest system, or warning line system and safety monitoring system. Or, 
on roofs 50-feet (15.25 m) or less in width (see Appendix A to subpart M 
of this part), the use of a safety monitoring system alone [i.e. without 
the warning line system] is permitted.
    (11) Steep roofs. Each employee on a steep roof with unprotected 
sides and edges 6 feet (1.8 m) or more above lower levels shall be 
protected from falling by guardrail systems with toeboards, safety net 
systems, or personal fall arrest systems.
    (12) Precast concrete erection. Each employee engaged in the 
erection of precast concrete members (including, but not limited to the 
erection of wall panels, columns, beams, and floor and roof ``tees'') 
and related operations such as grouting of precast concrete members, who 
is 6 feet (1.8 m) or more above lower levels shall be protected from 
falling by guardrail systems, safety net systems, or personal fall 
arrest systems, unless another provision in paragraph (b) of this 
section provides for an alternative fall protection measure. Exception: 
When the employer can demonstrate that it is infeasible or creates a 
greater hazard to use these systems, the employer shall develop and 
implement a fall protection plan which meets the requirements of 
paragraph (k) of Sec. 1926.502.
    Note: There is a presumption that it is feasible and will not create 
a greater hazard to implement at least one of the above-listed fall 
protection systems. Accordingly, the employer has the burden of 
establishing that it is appropriate to implement a fall protection plan 
which complies with Sec. 1926.502(k) for a particular workplace 
situation, in lieu of implementing any of those systems.
    (13) Residential construction. Each employee engaged in residential 
construction activities 6 feet (1.8 m) or more above lower levels shall 
be protected by guardrail systems, safety net system, or personal fall 
arrest system unless another provision in paragraph (b) of this section 
provides for an alternative fall protection measure. Exception: When the 
employer can demonstrate that it is infeasible or creates a greater 
hazard to use these systems, the employer shall develop and implement a 
fall protection plan which meets the requirements of paragraph (k) of 
Sec. 1926.502.
    Note: There is a presumption that it is feasible and will not create 
a greater hazard to implement at least one of the above-listed fall 
protection systems. Accordingly, the employer has the burden of 
establishing that it is appropriate to implement a fall protection plan 
which complies with Sec. 1926.502(k) for a particular workplace 
situation, in lieu of implementing any of those systems.
    (14) Wall openings. Each employee working on, at, above, or near 
wall openings (including those with chutes attached) where the outside 
bottom edge of the wall opening is 6 feet (1.8 m) or more above lower 
levels and the inside bottom edge of the wall opening is less than 39 
inches (1.0 m) above the walking/working surface, shall be protected 
from falling by the use of a guardrail system, a safety net system, or a 
personal fall arrest system.
    (15) Walking/working surfaces not otherwise addressed. Except as 
provided in Sec. 1926.500(a)(2) or in Sec. 1926.501 (b)(1) through 
(b)(14), each employee on a walking/working surface 6 feet (1.8 m)

[[Page 326]]

or more above lower levels shall be protected from falling by a 
guardrail system, safety net system, or personal fall arrest system.
    (c) Protection from falling objects. When an employee is exposed to 
falling objects, the employer shall have each employee wear a hard hat 
and shall implement one of the following measures:
    (1) Erect toeboards, screens, or guardrail systems to prevent 
objects from falling from higher levels; or,
    (2) Erect a canopy structure and keep potential fall objects far 
enough from the edge of the higher level so that those objects would not 
go over the edge if they were accidentally displaced; or,
    (3) Barricade the area to which objects could fall, prohibit 
employees from entering the barricaded area, and keep objects that may 
fall far enough away from the edge of a higher level so that those 
objects would not go over the edge if they were accidentally displaced.



Sec. 1926.502  Fall protection systems criteria and practices.

    (a) General. (1) Fall protection systems required by this part shall 
comply with the applicable provisions of this section.
    (2) Employers shall provide and install all fall protection systems 
required by this subpart for an employee, and shall comply with all 
other pertinent requirements of this subpart before that employee begins 
the work that necessitates the fall protection.
    (b) Guardrail systems. Guardrail systems and their use shall comply 
with the following provisions:
    (1) Top edge height of top rails, or equivalent guardrail system 
members, shall be 42 inches (1.1 m) plus or minus 3 inches (8 cm) above 
the walking/working level. When conditions warrant, the height of the 
top edge may exceed the 45-inch height, provided the guardrail system 
meets all other criteria of this paragraph.
    Note: When employees are using stilts, the top edge height of the 
top rail, or equivalent member, shall be increased an amount equal to 
the height of the stilts.
    (2) Midrails, screens, mesh, intermediate vertical members, or 
equivalent intermediate structural members shall be installed between 
the top edge of the guardrail system and the walking/working surface 
when there is no wall or parapet wall at least 21 inches (53 cm) high.
    (i) Midrails, when used, shall be installed at a height midway 
between the top edge of the guardrail system and the walking/working 
level.
    (ii) Screens and mesh, when used, shall extend from the top rail to 
the walking/working level and along the entire opening between top rail 
supports.
    (iii) Intermediate members (such as balusters), when used between 
posts, shall be not more than 19 inches (48 cm) apart.
    (iv) Other structural members (such as additional midrails and 
architectural panels) shall be installed such that there are no openings 
in the guardrail system that are more than 19 inches (.5 m) wide.
    (3) Guardrail systems shall be capable of withstanding, without 
failure, a force of at least 200 pounds (890 N) applied within 2 inches 
(5.1 cm) of the top edge, in any outward or downward direction, at any 
point along the top edge.
    (4) When the 200 pound (890 N) test load specified in paragraph 
(b)(3) of this section is applied in a downward direction, the top edge 
of the guardrail shall not deflect to a height less than 39 inches (1.0 
m) above the walking/working level. Guardrail system components selected 
and constructed in accordance with the Appendix B to subpart M of this 
part will be deemed to meet this requirement.
    (5) Midrails, screens, mesh, intermediate vertical members, solid 
panels, and equivalent structural members shall be capable of 
withstanding, without failure, a force of at least 150 pounds (666 N) 
applied in any downward or outward direction at any point along the 
midrail or other member.
    (6) Guardrail systems shall be so surfaced as to prevent injury to 
an employee from punctures or lacerations, and to prevent snagging of 
clothing.
    (7) The ends of all top rails and midrails shall not overhang the 
terminal posts, except where such overhang does not constitute a 
projection hazard.

[[Page 327]]

    (8) Steel banding and plastic banding shall not be used as top rails 
or midrails.
    (9) Top rails and midrails shall be at least one-quarter inch (0.6 
cm) nominal diameter or thickness to prevent cuts and lacerations. If 
wire rope is used for top rails, it shall be flagged at not more than 6-
foot (1.8 m) intervals with high-visibility material.
    (10) When guardrail systems are used at hoisting areas, a chain, 
gate or removable guardrail section shall be placed across the access 
opening between guardrail sections when hoisting operations are not 
taking place.
    (11) When guardrail systems are used at holes, they shall be erected 
on all unprotected sides or edges of the hole.
    (12) When guardrail systems are used around holes used for the 
passage of materials, the hole shall have not more than two sides 
provided with removable guardrail sections to allow the passage of 
materials. When the hole is not in use, it shall be closed over with a 
cover, or a guardrail system shall be provided along all unprotected 
sides or edges.
    (13) When guardrail systems are used around holes which are used as 
points of access (such as ladderways), they shall be provided with a 
gate, or be so offset that a person cannot walk directly into the hole.
    (14) Guardrail systems used on ramps and runways shall be erected 
along each unprotected side or edge.
    (15) Manila, plastic or synthetic rope being used for top rails or 
midrails shall be inspected as frequently as necessary to ensure that it 
continues to meet the strength requirements of paragraph (b)(3) of this 
section.
    (c) Safety net systems. Safety net systems and their use shall 
comply with the following provisions:
    (1) Safety nets shall be installed as close as practicable under the 
walking/working surface on which employees are working, but in no case 
more than 30 feet (9.1 m) below such level. When nets are used on 
bridges, the potential fall area from the walking/working surface to the 
net shall be unobstructed.
    (2) Safety nets shall extend outward from the outermost projection 
of the work surface as follows:

------------------------------------------------------------------------
                                             Minimum required horizontal
  Vertical distance from working level to     distance of outer edge of
          horizontal plane of net             net from the edge of the
                                                   working surface
------------------------------------------------------------------------
Up to 5 feet..............................  8 feet.
More than 5 feet up to 10 feet............  10 feet.
More than 10 feet.........................  13 feet.
------------------------------------------------------------------------

    (3) Safety nets shall be installed with sufficient clearance under 
them to prevent contact with the surface or structures below when 
subjected to an impact force equal to the drop test specified in 
paragraph (c)(4) of this section.
    (4) Safety nets and their installations shall be capable of 
absorbing an impact force equal to that produced by the drop test 
specified in paragraph (c)(4)(i) of this section.
    (i) Except as provided in paragraph (c)(4)(ii) of this section, 
safety nets and safety net installations shall be drop-tested at the 
jobsite after initial installation and before being used as a fall 
protection system, whenever relocated, after major repair, and at 6-
month intervals if left in one place. The drop-test shall consist of a 
400 pound (180 kg) bag of sand 30 2 inches (76 
5 cm) in diameter dropped into the net from the 
highest walking/working surface at which employees are exposed to fall 
hazards, but not from less than 42 inches (1.1 m) above that level.
    (ii) When the employer can demonstrate that it is unreasonable to 
perform the drop-test required by paragraph (c)(4)(i) of this section, 
the employer (or a designated competent person) shall certify that the 
net and net installation is in compliance with the provisions of 
paragraphs (c)(3) and (c)(4)(i) of this section by preparing a 
certification record prior to the net being used as a fall protection 
system. The certification record must include an identification of the 
net and net installation for which the certification record is being 
prepared; the date that it was determined that the identified net and 
net installation were in compliance with paragraph (c)(3) of this 
section and the signature of the person making the determination and 
certification. The most recent certification record for each net and net 
installation shall be available at the jobsite for inspection.
    (5) Defective nets shall not be used. Safety nets shall be inspected 
at least

[[Page 328]]

once a week for wear, damage, and other deterioration. Defective 
components shall be removed from service. Safety nets shall also be 
inspected after any occurrence which could affect the integrity of the 
safety net system.
    (6) Materials, scrap pieces, equipment, and tools which have fallen 
into the safety net shall be removed as soon as possible from the net 
and at least before the next work shift.
    (7) The maximum size of each safety net mesh opening shall not 
exceed 36 square inches (230 cm \2\) nor be longer than 6 inches (15 cm) 
on any side, and the opening, measured center-to-center of mesh ropes or 
webbing, shall not be longer than 6 inches (15 cm). All mesh crossings 
shall be secured to prevent enlargement of the mesh opening.
    (8) Each safety net (or section of it) shall have a border rope for 
webbing with a minimum breaking strength of 5,000 pounds (22.2 kN).
    (9) Connections between safety net panels shall be as strong as 
integral net components and shall be spaced not more than 6 inches (15 
cm) apart.
    (d) Personal fall arrest systems. Personal fall arrest systems and 
their use shall comply with the provisions set forth below. Effective 
January 1, 1998, body belts are not acceptable as part of a personal 
fall arrest system. Note: The use of a body belt in a positioning device 
system is acceptable and is regulated under paragraph (e) of this 
section.
    (1) Connectors shall be drop forged, pressed or formed steel, or 
made of equivalent materials.
    (2) Connectors shall have a corrosion-resistant finish, and all 
surfaces and edges shall be smooth to prevent damage to interfacing 
parts of the system.
    (3) Dee-rings and snaphooks shall have a minimum tensile strength of 
5,000 pounds (22.2 kN).
    (4) Dee-rings and snaphooks shall be proof-tested to a minimum 
tensile load of 3,600 pounds (16 kN) without cracking, breaking, or 
taking permanent deformation.
    (5) Snaphooks shall be sized to be compatible with the member to 
which they are connected to prevent unintentional disengagement of the 
snaphook by depression of the snaphook keeper by the connected member, 
or shall be a locking type snaphook designed and used to prevent 
disengagement of the snaphook by the contact of the snaphook keeper by 
the connected member. Effective January 1, 1998, only locking type 
snaphooks shall be used.
    (6) Unless the snaphook is a locking type and designed for the 
following connections, snaphooks shall not be engaged:
    (i) directly to webbing, rope or wire rope;
    (ii) to each other;
    (iii) to a Dee-ring to which another snaphook or other connector is 
attached;
    (iv) to a horizontal lifeline; or
    (v) to any object which is incompatibly shaped or dimensioned in 
relation to the snaphook such that unintentional disengagement could 
occur by the connected object being able to depress the snaphook keeper 
and release itself.
    (7) On suspended scaffolds or similar work platforms with horizontal 
lifelines which may become vertical lifelines, the devices used to 
connect to a horizontal lifeline shall be capable of locking in both 
directions on the lifeline.
    (8) Horizontal lifelines shall be designed, installed, and used, 
under the supervision of a qualified person, as part of a complete 
personal fall arrest system, which maintains a safety factor of at least 
two.
    (9) Lanyards and vertical lifelines shall have a minimum breaking 
strength of 5,000 pounds (22.2 kN).
    (10) (i) Except as provided in paragraph (d)(10)(ii) of this 
section, when vertical lifelines are used, each employee shall be 
attached to a separate lifeline.
    (ii) During the construction of elevator shafts, two employees may 
be attached to the same lifeline in the hoistway, provided both 
employees are working atop a false car that is equipped with guardrails; 
the strength of the lifeline is 10,000 pounds [5,000 pounds per employee 
attached] (44.4 kN); and all other criteria specified in this paragraph 
for lifelines have been met.
    (11) Lifelines shall be protected against being cut or abraded.

[[Page 329]]

    (12) Self-retracting lifelines and lanyards which automatically 
limit free fall distance to 2 feet (0.61 m) or less shall be capable of 
sustaining a minimum tensile load of 3,000 pounds (13.3 kN) applied to 
the device with the lifeline or lanyard in the fully extended position.
    (13) Self-retracting lifelines and lanyards which do not limit free 
fall distance to 2 feet (0.61 m) or less, ripstitch lanyards, and 
tearing and deforming lanyards shall be capable of sustaining a minimum 
tensile load of 5,000 pounds (22.2 kN) applied to the device with the 
lifeline or lanyard in the fully extended position.
    (14) Ropes and straps (webbing) used in lanyards, lifelines, and 
strength components of body belts and body harnesses shall be made from 
synthetic fibers.
    (15) Anchorages used for attachment of personal fall arrest 
equipment shall be independent of any anchorage being used to support or 
suspend platforms and capable of supporting at least 5,000 pounds (22.2 
kN) per employee attached, or shall be designed, installed, and used as 
follows:
    (i) as part of a complete personal fall arrest system which 
maintains a safety factor of at least two; and
    (ii) under the supervision of a qualified person.
    (16) Personal fall arrest systems, when stopping a fall, shall:
    (i) limit maximum arresting force on an employee to 900 pounds (4 
kN) when used with a body belt;
    (ii) limit maximum arresting force on an employee to 1,800 pounds (8 
kN) when used with a body harness;
    (iii) be rigged such that an employee can neither free fall more 
than 6 feet (1.8 m), nor contact any lower level;
    (iv) bring an employee to a complete stop and limit maximum 
deceleration distance an employee travels to 3.5 feet (1.07 m); and,
    (v) have sufficient strength to withstand twice the potential impact 
energy of an employee free falling a distance of 6 feet (1.8 m), or the 
free fall distance permitted by the system, whichever is less.
    Note: If the personal fall arrest system meets the criteria and 
protocols contained in Appendix C to subpart M, and if the system is 
being used by an employee having a combined person and tool weight of 
less than 310 pounds (140 kg), the system will be considered to be in 
compliance with the provisions of paragraph (d)(16) of this section. If 
the system is used by an employee having a combined tool and body weight 
of 310 pounds (140 kg) or more, then the employer must appropriately 
modify the criteria and protocols of the Appendix to provide proper 
protection for such heavier weights, or the system will not be deemed to 
be in compliance with the requirements of paragraph (d)(16) of this 
section.
    (17) The attachment point of the body belt shall be located in the 
center of the wearer's back. The attachment point of the body harness 
shall be located in the center of the wearer's back near shoulder level, 
or above the wearer's head.
    (18) Body belts, harnesses, and components shall be used only for 
employee protection (as part of a personal fall arrest system or 
positioning device system) and not to hoist materials.
    (19) Personal fall arrest systems and components subjected to impact 
loading shall be immediately removed from service and shall not be used 
again for employee protection until inspected and determined by a 
competent person to be undamaged and suitable for reuse.
    (20) The employer shall provide for prompt rescue of employees in 
the event of a fall or shall assure that employees are able to rescue 
themselves.
    (21) Personal fall arrest systems shall be inspected prior to each 
use for wear, damage and other deterioration, and defective components 
shall be removed from service.
    (22) Body belts shall be at least one and five-eighths (1\5/8\) 
inches (4.1 cm) wide.
    (23) Personal fall arrest systems shall not be attached to guardrail 
systems, nor shall they be attached to hoists except as specified in 
other subparts of this part.
    (24) When a personal fall arrest system is used at hoist areas, it 
shall be rigged to allow the movement of the employee only as far as the 
edge of the walking/working surface.
    (e) Positioning device systems. Positioning device systems and their 
use shall conform to the following provisions:

[[Page 330]]

    (1) Positioning devices shall be rigged such that an employee cannot 
free fall more than 2 feet (.6 m).
    (2) Positioning devices shall be secured to an anchorage capable of 
supporting at least twice the potential impact load of an employee's 
fall or 3,000 pounds (13.3 kN), whichever is greater.
    (3) Connectors shall be drop forged, pressed or formed steel, or 
made of equivalent materials.
    (4) Connectors shall have a corrosion-resistant finish, and all 
surfaces and edges shall be smooth to prevent damage to interfacing 
parts of this system.
    (5) Connecting assemblies shall have a minimum tensile strength of 
5,000 pounds (22.2 kN)
    (6) Dee-rings and snaphooks shall be proof-tested to a minimum 
tensile load of 3,600 pounds (16 kN) without cracking, breaking, or 
taking permanent deformation.
    (7) Snaphooks shall be sized to be compatible with the member to 
which they are connected to prevent unintentional disengagement of the 
snaphook by depression of the snaphook keeper by the connected member, 
or shall be a locking type snaphook designed and used to prevent 
disengagement of the snaphook by the contact of the snaphook keeper by 
the connected member. As of January 1, 1998, only locking type snaphooks 
shall be used.
    (8) Unless the snaphook is a locking type and designed for the 
following connections, snaphooks shall not be engaged:
    (i) directly to webbing, rope or wire rope;
    (ii) to each other;
    (iii) to a Dee-ring to which another snaphook or other connector is 
attached;
    (iv) to a horizontal lifeline; or
    (v) to any object which is incompatibly shaped or dimensioned in 
relation to the snaphook such that unintentional disengagement could 
occur by the connected object being able to depress the snaphook keeper 
and release itself.
    (9) Positioning device systems shall be inspected prior to each use 
for wear, damage, and other deterioration, and defective components 
shall be removed from service.
    (10) Body belts, harnesses, and components shall be used only for 
employee protection (as part of a personal fall arrest system or 
positioning device system) and not to hoist materials.
    (f) Warning line systems. Warning line systems [See Sec. 
1926.501(b)(10)] and their use shall comply with the following 
provisions:
    (1) The warning line shall be erected around all sides of the roof 
work area.
    (i) When mechanical equipment is not being used, the warning line 
shall be erected not less than 6 feet (1.8 m) from the roof edge.
    (ii) When mechanical equipment is being used, the warning line shall 
be erected not less than 6 feet (1.8 m) from the roof edge which is 
parallel to the direction of mechanical equipment operation, and not 
less than 10 feet (3.1 m) from the roof edge which is perpendicular to 
the direction of mechanical equipment operation.
    (iii) Points of access, materials handling areas, storage areas, and 
hoisting areas shall be connected to the work area by an access path 
formed by two warning lines.
    (iv) When the path to a point of access is not in use, a rope, wire, 
chain, or other barricade, equivalent in strength and height to the 
warning line, shall be placed across the path at the point where the 
path intersects the warning line erected around the work area, or the 
path shall be offset such that a person cannot walk directly into the 
work area.
    (2) Warning lines shall consist of ropes, wires, or chains, and 
supporting stanchions erected as follows:
    (i) The rope, wire, or chain shall be flagged at not more than 6-
foot (1.8 m) intervals with high-visibility material;
    (ii) The rope, wire, or chain shall be rigged and supported in such 
a way that its lowest point (including sag) is no less than 34 inches 
(.9 m) from the walking/working surface and its highest point is no more 
than 39 inches (1.0 m) from the walking/working surface;
    (iii) After being erected, with the rope, wire, or chain attached, 
stanchions shall be capable of resisting, without tipping over, a force 
of at least 16 pounds (71 N) applied horizontally against the stanchion, 
30 inches (.8 m) above the walking/working surface,

[[Page 331]]

perpendicular to the warning line, and in the direction of the floor, 
roof, or platform edge;
    (iv) The rope, wire, or chain shall have a minimum tensile strength 
of 500 pounds (2.22 kN), and after being attached to the stanchions, 
shall be capable of supporting, without breaking, the loads applied to 
the stanchions as prescribed in paragraph (f)(2)(iii) of this section; 
and
    (v) The line shall be attached at each stanchion in such a way that 
pulling on one section of the line between stanchions will not result in 
slack being taken up in adjacent sections before the stanchion tips 
over.
    (3) No employee shall be allowed in the area between a roof edge and 
a warning line unless the employee is performing roofing work in that 
area.
    (4) Mechanical equipment on roofs shall be used or stored only in 
areas where employees are protected by a warning line system, guardrail 
system, or personal fall arrest system.
    (g) Controlled access zones. Controlled access zones [See Sec. 
1926.501(b)(9) and Sec. 1926.502(k)] and their use shall conform to the 
following provisions.
    (1) When used to control access to areas where leading edge and 
other operations are taking place the controlled access zone shall be 
defined by a control line or by any other means that restricts access.
    (i) When control lines are used, they shall be erected not less than 
6 feet (1.8 m) nor more than 25 feet (7.7 m) from the unprotected or 
leading edge, except when erecting precast concrete members.
    (ii) When erecting precast concrete members, the control line shall 
be erected not less than 6 feet (1.8 m) nor more than 60 feet (18 m) or 
half the length of the member being erected, whichever is less, from the 
leading edge.
    (iii) The control line shall extend along the entire length of the 
unprotected or leading edge and shall be approximately parallel to the 
unprotected or leading edge.
    (iv) The control line shall be connected on each side to a guardrail 
system or wall.
    (2) When used to control access to areas where overhand bricklaying 
and related work are taking place:
    (i) The controlled access zone shall be defined by a control line 
erected not less than 10 feet (3.1 m) nor more than 15 feet (4.5 m) from 
the working edge.
    (ii) The control line shall extend for a distance sufficient for the 
controlled access zone to enclose all employees performing overhand 
bricklaying and related work at the working edge and shall be 
approximately parallel to the working edge.
    (iii) Additional control lines shall be erected at each end to 
enclose the controlled access zone.
    (iv) Only employees engaged in overhand bricklaying or related work 
shall be permitted in the controlled access zone.
    (3) Control lines shall consist of ropes, wires, tapes, or 
equivalent materials, and supporting stanchions as follows:
    (i) Each line shall be flagged or otherwise clearly marked at not 
more than 6-foot (1.8 m) intervals with high-visibility material.
    (ii) Each line shall be rigged and supported in such a way that its 
lowest point (including sag) is not less than 39 inches (1 m) from the 
walking/working surface and its highest point is not more than 45 inches 
(1.3 m) [50 inches (1.3 m) when overhand bricklaying operations are 
being performed] from the walking/working surface.
    (iii) Each line shall have a minimum breaking strength of 200 pounds 
(.88 kN).
    (4) On floors and roofs where guardrail systems are not in place 
prior to the beginning of overhand bricklaying operations, controlled 
access zones shall be enlarged, as necessary, to enclose all points of 
access, material handling areas, and storage areas.
    (5) On floors and roofs where guardrail systems are in place, but 
need to be removed to allow overhand bricklaying work or leading edge 
work to take place, only that portion of the guardrail necessary to 
accomplish that day's work shall be removed.
    (h) Safety monitoring systems. Safety monitoring systems [See 
Sec. Sec. 1926.501(b)(10) and 1926.502(k)] and

[[Page 332]]

their use shall comply with the following provisions:
    (1) The employer shall designate a competent person to monitor the 
safety of other employees and the employer shall ensure that the safety 
monitor complies with the following requirements:
    (i) The safety monitor shall be competent to recognize fall hazards;
    (ii) The safety monitor shall warn the employee when it appears that 
the employee is unaware of a fall hazard or is acting in an unsafe 
manner;
    (iii) The safety monitor shall be on the same walking/working 
surface and within visual sighting distance of the employee being 
monitored;
    (iv) The safety monitor shall be close enough to communicate orally 
with the employee; and
    (v) The safety monitor shall not have other responsibilities which 
could take the monitor's attention from the monitoring function.
    (2) Mechanical equipment shall not be used or stored in areas where 
safety monitoring systems are being used to monitor employees engaged in 
roofing operations on low-slope roofs.
    (3) No employee, other than an employee engaged in roofing work [on 
low-sloped roofs] or an employee covered by a fall protection plan, 
shall be allowed in an area where an employee is being protected by a 
safety monitoring system.
    (4) Each employee working in a controlled access zone shall be 
directed to comply promptly with fall hazard warnings from safety 
monitors.
    (i) Covers. Covers for holes in floors, roofs, and other walking/
working surfaces shall meet the following requirements:
    (1) Covers located in roadways and vehicular aisles shall be capable 
of supporting, without failure, at least twice the maximum axle load of 
the largest vehicle expected to cross over the cover.
    (2) All other covers shall be capable of supporting, without 
failure, at least twice the weight of employees, equipment, and 
materials that may be imposed on the cover at any one time.
    (3) All covers shall be secured when installed so as to prevent 
accidental displacement by the wind, equipment, or employees.
    (4) All covers shall be color coded or they shall be marked with the 
word ``HOLE'' or ``COVER'' to provide warning of the hazard.
    Note: This provision does not apply to cast iron manhole covers or 
steel grates used on streets or roadways.
    (j) Protection from falling objects. Falling object protection shall 
comply with the following provisions:
    (1) Toeboards, when used as falling object protection, shall be 
erected along the edge of the overhead walking/working surface for a 
distance sufficient to protect employees below.
    (2) Toeboards shall be capable of withstanding, without failure, a 
force of at least 50 pounds (222 N) applied in any downward or outward 
direction at any point along the toeboard.
    (3) Toeboards shall be a minimum of 3\1/2\ inches (9 cm) in vertical 
height from their top edge to the level of the walking/working surface. 
They shall have not more than \1/4\ inch (0.6 cm) clearance above the 
walking/working surface. They shall be solid or have openings not over 1 
inch (2.5 cm) in greatest dimension.
    (4) Where tools, equipment, or materials are piled higher than the 
top edge of a toeboard, paneling or screening shall be erected from the 
walking/working surface or toeboard to the top of a guardrail system's 
top rail or midrail, for a distance sufficient to protect employees 
below.
    (5) Guardrail systems, when used as falling object protection, shall 
have all openings small enough to prevent passage of potential falling 
objects.
    (6) During the performance of overhand bricklaying and related work:
    (i) No materials or equipment except masonry and mortar shall be 
stored within 4 feet (1.2 m) of the working edge.
    (ii) Excess mortar, broken or scattered masonry units, and all other 
materials and debris shall be kept clear from the work area by removal 
at regular intervals.
    (7) During the performance of roofing work:
    (i) Materials and equipment shall not be stored within 6 feet (1.8 
m) of a roof edge unless guardrails are erected at the edge.

[[Page 333]]

    (ii) Materials which are piled, grouped, or stacked near a roof edge 
shall be stable and self-supporting.
    (8) Canopies, when used as falling object protection, shall be 
strong enough to prevent collapse and to prevent penetration by any 
objects which may fall onto the canopy.
    (k) Fall protection plan. This option is available only to employees 
engaged in leading edge work, precast concrete erection work, or 
residential construction work (See Sec. 1926.501(b)(2), (b)(12), and 
(b)(13)) who can demonstrate that it is infeasible or it creates a 
greater hazard to use conventional fall protection equipment. The fall 
protection plan must conform to the following provisions.
    (1) The fall protection plan shall be prepared by a qualified person 
and developed specifically for the site where the leading edge work, 
precast concrete work, or residential construction work is being 
performed and the plan must be maintained up to date.
    (2) Any changes to the fall protection plan shall be approved by a 
qualified person.
    (3) A copy of the fall protection plan with all approved changes 
shall be maintained at the job site.
    (4) The implementation of the fall protection plan shall be under 
the supervision of a competent person.
    (5) The fall protection plan shall document the reasons why the use 
of conventional fall protection systems (guardrail systems, personal 
fall arrest systems, or safety nets systems) are infeasible or why their 
use would create a greater hazard.
    (6) The fall protection plan shall include a written discussion of 
other measures that will be taken to reduce or eliminate the fall hazard 
for workers who cannot be provided with protection from the conventional 
fall protection systems. For example, the employer shall discuss the 
extent to which scaffolds, ladders, or vehicle mounted work platforms 
can be used to provide a safer working surface and thereby reduce the 
hazard of falling.
    (7) The fall protection plan shall identify each location where 
conventional fall protection methods cannot be used. These locations 
shall then be classified as controlled access zones and the employer 
must comply with the criteria in paragraph (g) of this section.
    (8) Where no other alternative measure has been implemented, the 
employer shall implement a safety monitoring system in conformance with 
Sec. 1926.502(h).
    (9) The fall protection plan must include a statement which provides 
the name or other method of identification for each employee who is 
designated to work in controlled access zones. No other employees may 
enter controlled access zones.
    (10) In the event an employee falls, or some other related, serious 
incident occurs, (e.g., a near miss) the employer shall investigate the 
circumstances of the fall or other incident to determine if the fall 
protection plan needs to be changed (e.g. new practices, procedures, or 
training) and shall implement those changes to prevent similar types of 
falls or incidents.



Sec. 1926.503  Training requirements.

    The following training provisions supplement and clarify the 
requirements of Sec. 1926.21 regarding the hazards addressed in subpart 
M of this part.
    (a) Training Program. (1) The employer shall provide a training 
program for each employee who might be exposed to fall hazards. The 
program shall enable each employee to recognize the hazards of falling 
and shall train each employee in the procedures to be followed in order 
to minimize these hazards.
    (2) The employer shall assure that each employee has been trained, 
as necessary, by a competent person qualified in the following areas:
    (i) The nature of fall hazards in the work area;
    (ii) The correct procedures for erecting, maintaining, 
disassembling, and inspecting the fall protection systems to be used;
    (iii) The use and operation of guardrail systems, personal fall 
arrest systems, safety net systems, warning line systems, safety 
monitoring systems, controlled access zones, and other protection to be 
used;
    (iv) The role of each employee in the safety monitoring system when 
this system is used;

[[Page 334]]

    (v) The limitations on the use of mechanical equipment during the 
performance of roofing work on low-sloped roofs;
    (vi) The correct procedures for the handling and storage of 
equipment and materials and the erection of overhead protection; and
    (vii) The role of employees in fall protection plans;
    (viii) The standards contained in this subpart.
    (b) Certification of training. (1) The employer shall verify 
compliance with paragraph (a) of this section by preparing a written 
certification record. The written certification record shall contain the 
name or other identity of the employee trained, the date(s) of the 
training, and the signature of the person who conducted the training or 
the signature of the employer. If the employer relies on training 
conducted by another employer or completed prior to the effective date 
of this section, the certification record shall indicate the date the 
employer determined the prior training was adequate rather than the date 
of actual training.
    (2) The latest training certification shall be maintained.
    (c) Retraining. When the employer has reason to believe that any 
affected employee who has already been trained does not have the 
understanding and skill required by paragraph (a) of this section, the 
employer shall retrain each such employee. Circumstances where 
retraining is required include, but are not limited to, situations 
where:
    (1) Changes in the workplace render previous training obsolete; or
    (2) Changes in the types of fall protection systems or equipment to 
be used render previous training obsolete; or
    (3) Inadequacies in an affected employee's knowledge or use of fall 
protection systems or equipment indicate that the employee has not 
retained the requisite understanding or skill.
    Note: The following appendices to subpart M of this part serve as 
non-mandatory guidelines to assist employers in complying with the 
appropriate requirements of subpart M of this part.



   Sec. Appendix A to Subpart M of Part 1926--Determining Roof Widths

    Non-mandatory Guidelines for Complying With Sec. 1926.501(b)(10)

    (1) This Appendix serves as a guideline to assist employers 
complying with the requirements of Sec. 1926.501(b)(10). Section 
1910.501(b)(10) allows the use of a safety monitoring system alone as a 
means of providing fall protection during the performance of roofing 
operations on low-sloped roofs 50 feet (15.25 m) or less in width. Each 
example in the appendix shows a roof plan or plans and indicates where 
each roof or roof area is to be measured to determine its width. Section 
views or elevation views are shown where appropriate. Some examples show 
``correct'' and ``incorrect'' subdivisions of irregularly shaped roofs 
divided into smaller, regularly shaped areas. In all examples, the 
dimension selected to be the width of an area is the lesser of the two 
primary dimensions of the area, as viewed from above. Example A shows 
that on a simple rectangular roof, width is the lesser of the two 
primary overall dimensions. This is also the case with roofs which are 
sloped toward or away from the roof center, as shown in Example B.
    (2) Many roofs are not simple rectangles. Such roofs may be broken 
down into subareas as shown in Example C. The process of dividing a roof 
area can produce many different configurations. Example C gives the 
general rule of using dividing lines of minimum length to minimize the 
size and number of the areas which are potentially less than 50 feet 
(15.25 m) wide. The intent is to minimize the number of roof areas where 
safety monitoring systems alone are sufficient protection.
    (3) Roofs which are comprised of several separate, non-contiguous 
roof areas, as in Example D, may be considered as a series of individual 
roofs. Some roofs have penthouses, additional floors, courtyard 
openings, or similar architectural features; Example E shows how the 
rule for dividing roofs into subareas is applied to such configurations. 
Irregular, non-rectangular roofs must be considered on an individual 
basis, as shown in Example F.

[[Page 335]]

                   Example A: Rectangular Shaped Roofs
[GRAPHIC] [TIFF OMITTED] TR09AU94.000

               Example B: Sloped Rectangular Shaped Roofs
[GRAPHIC] [TIFF OMITTED] TR09AU94.001

Example C: Irregularly Shaped Roofs With Rectangular Shaped Sections
    Such roofs are to be divided into sub-areas by using dividing lines 
of minimum length to minimize the size and number of the areas which are 
potentially less than or equal to 50 feet (15.25 meters) in width, in 
order to limit the size of roof areas where the safety monitoring system 
alone can be used [1926.502(b)(10)]. Dotted lines are used in the 
examples to show the location of dividing lines. W denotes incorrect 
measurements of width.

[[Page 336]]

[GRAPHIC] [TIFF OMITTED] TR09AU94.002


[[Page 337]]



             Example D: Separate, Non-Contiguous Roof Areas
[GRAPHIC] [TIFF OMITTED] TR09AU94.003

Example E: Roofs With Penthouses, Open Courtyards, Additional Floors, 
etc.
    Such roofs are to be divided into sub-areas by using dividing lines 
of minimum length to minimize the size and number of the areas which are 
potentially less than or equal to 50 feet (15.25 meters) in width, in 
order to limit the size of roof areas where the safety monitoring system 
alone can be used [1926.502(b)(10)]. Dotted lines are used in the 
examples to show the location of dividing

[[Page 338]]

lines. W denotes incorrect measurements of width.
[GRAPHIC] [TIFF OMITTED] TR09AU94.004


[[Page 339]]



           Example F: Irregular, Non-Rectangular Shaped Roofs
[GRAPHIC] [TIFF OMITTED] TR09AU94.005



      Sec. Appendix B to Subpart M of Part 1926--Guardrail Systems

      Non-Mandatory Guidelines for Complying with Sec. 1926.502(b)

    The standard requires guardrail systems and components to be 
designed and built to meet the requirements of Sec. 1926.502 (b) (3), 
(4), and (5). This Appendix serves as a non-mandatory guideline to 
assist employers in complying with these requirements. An employer may 
use these guidelines as a starting point for designing guardrail 
systems. However, the guidelines do not provide all the information 
necessary to build a complete system, and the employer is still 
responsible for designing and assembling these components in such a way 
that the completed system will meet the requirements of Sec. 
1926.502(b) (3), (4), and (5). Components for which no specific

[[Page 340]]

guidelines are given in this Appendix (e.g., joints, base connections, 
components made with other materials, and components with other 
dimensions) must also be designed and constructed in such a way that the 
completed system meets the requirements of Sec. 1926.502.
    (1) For wood railings: Wood components shall be minimum 1500 lb-ft/
in\2\ fiber (stress grade) construction grade lumber; the posts shall be 
at least 2-inch by 4-inch (5 cmx10 cm) lumber spaced not more than 8 
feet (2.4 m) apart on centers; the top rail shall be at least 2-inch by 
4-inch (5 cmx10 cm) lumber, the intermediate rail shall be at least 1-
inch by 6-inch (2.5 cmx15 cm) lumber. All lumber dimensions are nominal 
sizes as provided by the American Softwood Lumber Standards, dated 
January 1970.
    (2) For pipe railings: posts, top rails, and intermediate railings 
shall be at least one and one-half inches nominal diameter (schedule 40 
pipe) with posts spaced not more than 8 feet (2.4 m) apart on centers.
    (3) For structural steel railings: posts, top rails, and 
intermediate rails shall be at least 2-inch by 2-inch (5 cmx10 cm) by 
\3/8\-inch (1.1 cm) angles, with posts spaced not more than 8 feet (2.4 
m) apart on centers.



 Sec. Appendix C to Subpart M of Part 1926--Personal Fall Arrest Systems

      Non-Mandatory Guidelines for Complying With Sec. 1926.502(d)

    I. Test methods for personal fall arrest systems and positioning 
device systems--(a) General. This appendix serves as a non-mandatory 
guideline to assist employers comply with the requirements in Sec. 
1926.502(d). Paragraphs (b), (c), (d) and (e) of this Appendix describe 
test procedures which may be used to determine compliance with the 
requirements in Sec. 1926.502 (d)(16). As noted in Appendix D of this 
subpart, the test methods listed here in Appendix C can also be used to 
assist employers comply with the requirements in Sec. 1926.502(e) (3) 
and (4) for positioning device systems.
    (b) General conditions for all tests in the Appendix to Sec. 
1926.502(d). (1) Lifelines, lanyards and deceleration devices should be 
attached to an anchorage and connected to the body-belt or body harness 
in the same manner as they would be when used to protect employees.
    (2) The anchorage should be rigid, and should not have a deflection 
greater than 0.04 inches (1 mm) when a force of 2,250 pounds (10 kN) is 
applied.
    (3) The frequency response of the load measuring instrumentation 
should be 500 Hz.
    (4) The test weight used in the strength and force tests should be a 
rigid, metal, cylindrical or torso-shaped object with a girth of 38 
inches plus or minus 4 inches (96 cm plus or minus 10 cm).
    (5) The lanyard or lifeline used to create the free fall distance 
should be supplied with the system, or in its absence, the least elastic 
lanyard or lifeline available to be used with the system.
    (6) The test weight for each test should be hoisted to the required 
level and should be quickly released without having any appreciable 
motion imparted to it.
    (7) The system's performance should be evaluated taking into account 
the range of environmental conditions for which it is designed to be 
used.
    (8) Following the test, the system need not be capable of further 
operation.
    (c) Strength test. (1) During the testing of all systems, a test 
weight of 300 pounds plus or minus 5 pounds (135 kg plus or minus 2.5 
kg) should be used. (See paragraph (b)(4) of this section.)
    (2) The test consists of dropping the test weight once. A new unused 
system should be used for each test.
    (3) For lanyard systems, the lanyard length should be 6 feet plus or 
minus 2 inches (1.83 m plus or minus 5 cm) as measured from the fixed 
anchorage to the attachment on the body belt or body harness.
    (4) For rope-grab-type deceleration systems, the length of the 
lifeline above the centerline of the grabbing mechanism to the 
lifeline's anchorage point should not exceed 2 feet (0.61 m).
    (5) For lanyard systems, for systems with deceleration devices which 
do not automatically limit free fall distance to 2 feet (0.61 m) or 
less, and for systems with deceleration devices which have a connection 
distance in excess of 1 foot (0.3 m) (measured between the centerline of 
the lifeline and the attachment point to the body belt or harness), the 
test weight should be rigged to free fall a distance of 7.5 feet (2.3 m) 
from a point that is 1.5 feet (.46 m) above the anchorage point, to its 
hanging location (6 feet below the anchorage). The test weight should 
fall without interference, obstruction, or hitting the floor or ground 
during the test. In some cases a non-elastic wire lanyard of sufficient 
length may need to be added to the system (for test purposes) to create 
the necessary free fall distance.
    (6) For deceleration device systems with integral lifelines or 
lanyards which automatically limit free fall distance to 2 feet (0.61 m) 
or less, the test weight should be rigged to free fall a distance of 4 
feet (1.22 m).
    (7) Any weight which detaches from the belt or harness has failed 
the strength test.
    (d) Force test--(1) General. The test consists of dropping the 
respective test weight once as specified in paragraph (d)(2)(i) or 
(d)(3)(i) of this section. A new, unused system should be used for each 
test.

[[Page 341]]

    (2) For lanyard systems. (i) A test weight of 220 pounds plus or 
minus 3 pounds (100 kg plus or minus 1.6 kg) should be used. (See 
paragraph (b)(4) of this appendix).
    (ii) Lanyard length should be 6 feet plus or minus two inches (1.83 
m plus or minus 5 cm) as measured from the fixed anchorage to the 
attachment on the body belt or body harness.
    (iii) The test weight should fall free from the anchorage level to 
its hanging location (a total of 6 feet (1.83 m) free fall distance) 
without interference, obstruction, or hitting the floor or ground during 
the test.
    (3) For all other systems. (i) A test weight of 220 pounds plus or 
minus 3 pounds (100 kg plus or minus 1.6 kg) should be used. (See 
paragraph (b)(4) of this appendix)
    (ii) The free fall distance to be used in the test should be the 
maximum fall distance physically permitted by the system during normal 
use conditions, up to a maximum free fall distance for the test weight 
of 6 feet (1.83 m), except as follows:
    (A) For deceleration systems which have a connection link or 
lanyard, the test weight should free fall a distance equal to the 
connection distance (measured between the centerline of the lifeline and 
the attachment point to the body belt or harness).
    (B) For deceleration device systems with integral lifelines or 
lanyards which automatically limit free fall distance to 2 feet (0.61 m) 
or less, the test weight should free fall a distance equal to that 
permitted by the system in normal use. (For example, to test a system 
with a self-retracting lifeline or lanyard, the test weight should be 
supported and the system allowed to retract the lifeline or lanyard as 
it would in normal use. The test weight would then be released and the 
force and deceleration distance measured).
    (4) A system fails the force test if the recorded maximum arresting 
force exceeds 1,260 pounds (5.6 kN) when using a body belt, and/or 
exceeds 2,520 pounds (11.2 kN) when using a body harness.
    (5) The maximum elongation and deceleration distance should be 
recorded during the force test.
    (e) Deceleration device tests--(1) General. The device should be 
evaluated or tested under the environmental conditions, (such as rain, 
ice, grease, dirt, type of lifeline, etc.), for which the device is 
designed.
    (2) Rope-grab-type deceleration devices. (i) Devices should be moved 
on a lifeline 1,000 times over the same length of line a distance of not 
less than 1 foot (30.5 cm), and the mechanism should lock each time.
    (ii) Unless the device is permanently marked to indicate the type(s) 
of lifeline which must be used, several types (different diameters and 
different materials), of lifelines should be used to test the device.
    (3) Other self-activating-type deceleration devices. The locking 
mechanisms of other self-activating-type deceleration devices designed 
for more than one arrest should lock each of 1,000 times as they would 
in normal service.
    II. Additional non-mandatory guidelines for personal fall arrest 
systems. The following information constitutes additional guidelines for 
use in complying with requirements for a personal fall arrest system.
    (a) Selection and use considerations. (1) The kind of personal fall 
arrest system selected should match the particular work situation, and 
any possible free fall distance should be kept to a minimum. 
Consideration should be given to the particular work environment. For 
example, the presence of acids, dirt, moisture, oil, grease, etc., and 
their effect on the system, should be evaluated. Hot or cold 
environments may also have an adverse effect on the system. Wire rope 
should not be used where an electrical hazard is anticipated. As 
required by the standard, the employer must plan to have means available 
to promptly rescue an employee should a fall occur, since the suspended 
employee may not be able to reach a work level independently.
    (2) Where lanyards, connectors, and lifelines are subject to damage 
by work operations such as welding, chemical cleaning, and sandblasting, 
the component should be protected, or other securing systems should be 
used. The employer should fully evaluate the work conditions and 
environment (including seasonal weather changes) before selecting the 
appropriate personal fall protection system. Once in use, the system's 
effectiveness should be monitored. In some cases, a program for cleaning 
and maintenance of the system may be necessary.
    (b) Testing considerations. Before purchasing or putting into use a 
personal fall arrest system, an employer should obtain from the supplier 
information about the system based on its performance during testing so 
that the employer can know if the system meets this standard. Testing 
should be done using recognized test methods. This Appendix contains 
test methods recognized for evaluating the performance of fall arrest 
systems. Not all systems may need to be individually tested; the 
performance of some systems may be based on data and calculations 
derived from testing of similar systems, provided that enough 
information is available to demonstrate similarity of function and 
design.
    (c) Component compatibility considerations. Ideally, a personal fall 
arrest system is designed, tested, and supplied as a complete system. 
However, it is common practice for lanyards, connectors, lifelines, 
deceleration devices, body belts and body harnesses to be interchanged 
since some components wear

[[Page 342]]

out before others. The employer and employee should realize that not all 
components are interchangeable. For instance, a lanyard should not be 
connected between a body belt (or harness) and a deceleration device of 
the self-retracting type since this can result in additional free fall 
for which the system was not designed. Any substitution or change to a 
personal fall arrest system should be fully evaluated or tested by a 
competent person to determine that it meets the standard, before the 
modified system is put in use.
    (d) Employee training considerations. Thorough employee training in 
the selection and use of personal fall arrest systems is imperative. 
Employees must be trained in the safe use of the system. This should 
include the following: application limits; proper anchoring and tie-off 
techniques; estimation of free fall distance, including determination of 
deceleration distance, and total fall distance to prevent striking a 
lower level; methods of use; and inspection and storage of the system. 
Careless or improper use of the equipment can result in serious injury 
or death. Employers and employees should become familiar with the 
material in this Appendix, as well as manufacturer's recommendations, 
before a system is used. Of uppermost importance is the reduction in 
strength caused by certain tie-offs (such as using knots, tying around 
sharp edges, etc.) and maximum permitted free fall distance. Also, to be 
stressed are the importance of inspections prior to use, the limitations 
of the equipment, and unique conditions at the worksite which may be 
important in determining the type of system to use.
    (e) Instruction considerations. Employers should obtain 
comprehensive instructions from the supplier as to the system's proper 
use and application, including, where applicable:
    (1) The force measured during the sample force test;
    (2) The maximum elongation measured for lanyards during the force 
test;
    (3) The deceleration distance measured for deceleration devices 
during the force test;
    (4) Caution statements on critical use limitations;
    (5) Application limits;
    (6) Proper hook-up, anchoring and tie-off techniques, including the 
proper dee-ring or other attachment point to use on the body belt and 
harness for fall arrest;
    (7) Proper climbing techniques;
    (8) Methods of inspection, use, cleaning, and storage; and
    (9) Specific lifelines which may be used. This information should be 
provided to employees during training.
    (f) Rescue considerations. As required by Sec. 1926.502(d)(20), 
when personal fall arrest systems are used, the employer must assure 
that employees can be promptly rescued or can rescue themselves should a 
fall occur. The availability of rescue personnel, ladders or other 
rescue equipment should be evaluated. In some situations, equipment 
which allows employees to rescue themselves after the fall has been 
arrested may be desirable, such as devices which have descent 
capability.
    (g) Inspection considerations. As required by Sec. 1926.502(d)(21), 
personal fall arrest systems must be regularly inspected. Any component 
with any significant defect, such as cuts, tears, abrasions, mold, or 
undue stretching; alterations or additions which might affect its 
efficiency; damage due to deterioration; contact with fire, acids, or 
other corrosives; distorted hooks or faulty hook springs; tongues 
unfitted to the shoulder of buckles; loose or damaged mountings; non-
functioning parts; or wearing or internal deterioration in the ropes 
must be withdrawn from service immediately, and should be tagged or 
marked as unusable, or destroyed.
    (h) Tie-off considerations. (1) One of the most important aspects of 
personal fall protection systems is fully planning the system before it 
is put into use. Probably the most overlooked component is planning for 
suitable anchorage points. Such planning should ideally be done before 
the structure or building is constructed so that anchorage points can be 
incorporated during construction for use later for window cleaning or 
other building maintenance. If properly planned, these anchorage points 
may be used during construction, as well as afterwards.
    (i) Properly planned anchorages should be used if they are 
available. In some cases, anchorages must be installed immediately prior 
to use. In such cases, a registered professional engineer with 
experience in designing fall protection systems, or another qualified 
person with appropriate education and experience should design an anchor 
point to be installed.
    (ii) In other cases, the Agency recognizes that there will be a need 
to devise an anchor point from existing structures. Examples of what 
might be appropriate anchor points are steel members or I-beams if an 
acceptable strap is available for the connection (do not use a lanyard 
with a snaphook clipped onto itself); large eye-bolts made of an 
appropriate grade steel; guardrails or railings if they have been 
designed for use as an anchor point; or masonry or wood members only if 
the attachment point is substantial and precautions have been taken to 
assure that bolts or other connectors will not pull through. A qualified 
person should be used to evaluate the suitable of these ``make shift'' 
anchorages with a focus on proper strength.
    (2) Employers and employees should at all times be aware that the 
strength of a personal fall arrest system is based on its being attached 
to an anchoring system which does not reduce the strength of the system 
(such

[[Page 343]]

as a properly dimensioned eye-bolt/snap-hook anchorage). Therefore, if a 
means of attachment is used that will reduce the strength of the system, 
that component should be replaced by a stronger one, but one that will 
also maintain the appropriate maximum arrest force characteristics.
    (3) Tie-off using a knot in a rope lanyard or lifeline (at any 
location) can reduce the lifeline or lanyard strength by 50 percent or 
more. Therefore, a stronger lanyard or lifeline should be used to 
compensate for the weakening effect of the knot, or the lanyard length 
should be reduced (or the tie-off location raised) to minimize free fall 
distance, or the lanyard or lifeline should be replaced by one which has 
an appropriately incorporated connector to eliminate the need for a 
knot.
    (4) Tie-off of a rope lanyard or lifeline around an ``H'' or ``I'' 
beam or similar support can reduce its strength as much as 70 percent 
due to the cutting action of the beam edges. Therefore, use should be 
made of a webbing lanyard or wire core lifeline around the beam; or the 
lanyard or lifeline should be protected from the edge; or free fall 
distance should be greatly minimized.
    (5) Tie-off where the line passes over or around rough or sharp 
surfaces reduces strength drastically. Such a tie-off should be avoided 
or an alternative tie-off rigging should be used. Such alternatives may 
include use of a snap-hook/dee ring connection, wire rope tie-off, an 
effective padding of the surfaces, or an abrasion-resistance strap 
around or over the problem surface.
    (6) Horizontal lifelines may, depending on their geometry and angle 
of sag, be subjected to greater loads than the impact load imposed by an 
attached component. When the angle of horizontal lifeline sag is less 
than 30 degrees, the impact force imparted to the lifeline by an 
attached lanyard is greatly amplified. For example, with a sag angle of 
15 degrees, the force amplification is about 2:1 and at 5 degrees sag, 
it is about 6:1. Depending on the angle of sag, and the line's 
elasticity, the strength of the horizontal lifeline and the anchorages 
to which it is attached should be increased a number of times over that 
of the lanyard. Extreme care should be taken in considering a horizontal 
lifeline for multiple tie-offs. The reason for this is that in multiple 
tie-offs to a horizontal lifeline, if one employee falls, the movement 
of the falling employee and the horizontal lifeline during arrest of the 
fall may cause other employees to fall also. Horizontal lifeline and 
anchorage strength should be increased for each additional employee to 
be tied off. For these and other reasons, the design of systems using 
horizontal lifelines must only be done by qualified persons. Testing of 
installed lifelines and anchors prior to use is recommended.
    (7) The strength of an eye-bolt is rated along the axis of the bolt 
and its strength is greatly reduced if the force is applied at an angle 
to this axis (in the direction of shear). Also, care should be exercised 
in selecting the proper diameter of the eye to avoid accidental 
disengagement of snap-hooks not designed to be compatible for the 
connection.
    (8) Due to the significant reduction in the strength of the 
lifeline/lanyard (in some cases, as much as a 70 percent reduction), the 
sliding hitch knot (prusik) should not be used for lifeline/lanyard 
connections except in emergency situations where no other available 
system is practical. The ``one-and-one'' sliding hitch knot should never 
be used because it is unreliable in stopping a fall. The ``two-and-
two,'' or ``three-and-three'' knot (preferable) may be used in emergency 
situations; however, care should be taken to limit free fall distance to 
a minimum because of reduced lifeline/lanyard strength.
    (i) Vertical lifeline considerations. As required by the standard, 
each employee must have a separate lifeline [except employees engaged in 
constructing elevator shafts who are permitted to have two employees on 
one lifeline] when the lifeline is vertical. The reason for this is that 
in multiple tie-offs to a single lifeline, if one employee falls, the 
movement of the lifeline during the arrest of the fall may pull other 
employees' lanyards, causing them to fall as well.
    (j) Snap-hook considerations. (1) Although not required by this 
standard for all connections until January 1, 1998, locking snaphooks 
designed for connection to suitable objects (of sufficient strength) are 
highly recommended in lieu of the nonlocking type. Locking snaphooks 
incorporate a positive locking mechanism in addition to the spring 
loaded keeper, which will not allow the keeper to open under moderate 
pressure without someone first releasing the mechanism. Such a feature, 
properly designed, effectively prevents roll-out from occurring.
    (2) As required by Sec. 1926.502(d)(6), the following connections 
must be avoided (unless properly designed locking snaphooks are used) 
because they are conditions which can result in roll-out when a 
nonlocking snaphook is used:
    (i) Direct connection of a snaphook to a horizontal lifeline.
    (ii) Two (or more) snaphooks connected to one dee-ring.
    (iii) Two snaphooks connected to each other.
    (iv) A snaphook connected back on its integral lanyard.
    (v) A snaphook connected to a webbing loop or webbing lanyard.
    (vi) Improper dimensions of the dee-ring, rebar, or other connection 
point in relation to the snaphook dimensions which would allow the 
snaphook keeper to be depressed by a turning motion of the snaphook.
    (k) Free fall considerations. The employer and employee should at 
all times be aware

[[Page 344]]

that a system's maximum arresting force is evaluated under normal use 
conditions established by the manufacturer, and in no case using a free 
fall distance in excess of 6 feet (1.8 m). A few extra feet of free fall 
can significantly increase the arresting force on the employee, possibly 
to the point of causing injury. Because of this, the free fall distance 
should be kept at a minimum, and, as required by the standard, in no 
case greater than 6 feet (1.8 m). To help assure this, the tie-off 
attachment point to the lifeline or anchor should be located at or above 
the connection point of the fall arrest equipment to belt or harness. 
(Since otherwise additional free fall distance is added to the length of 
the connecting means (i.e. lanyard)). Attaching to the working surface 
will often result in a free fall greater than 6 feet (1.8 m). For 
instance, if a 6 foot (1.8 m) lanyard is used, the total free fall 
distance will be the distance from the working level to the body belt 
(or harness) attachment point plus the 6 feet (1.8 m) of lanyard length. 
Another important consideration is that the arresting force which the 
fall system must withstand also goes up with greater distances of free 
fall, possibly exceeding the strength of the system.
    (l) Elongation and deceleration distance considerations. Other 
factors involved in a proper tie-off are elongation and deceleration 
distance. During the arresting of a fall, a lanyard will experience a 
length of stretching or elongation, whereas activation of a deceleration 
device will result in a certain stopping distance. These distances 
should be available with the lanyard or device's instructions and must 
be added to the free fall distance to arrive at the total fall distance 
before an employee is fully stopped. The additional stopping distance 
may be very significant if the lanyard or deceleration device is 
attached near or at the end of a long lifeline, which may itself add 
considerable distance due to its own elongation. As required by the 
standard, sufficient distance to allow for all of these factors must 
also be maintained between the employee and obstructions below, to 
prevent an injury due to impact before the system fully arrests the 
fall. In addition, a minimum of 12 feet (3.7 m) of lifeline should be 
allowed below the securing point of a rope grab type deceleration 
device, and the end terminated to prevent the device from sliding off 
the lifeline. Alternatively, the lifeline should extend to the ground or 
the next working level below. These measures are suggested to prevent 
the worker from inadvertently moving past the end of the lifeline and 
having the rope grab become disengaged from the lifeline.
    (m) Obstruction considerations. The location of the tie-off should 
also consider the hazard of obstructions in the potential fall path of 
the employee. Tie-offs which minimize the possibilities of exaggerated 
swinging should be considered. In addition, when a body belt is used, 
the employee's body will go through a horizontal position to a jack-
knifed position during the arrest of all falls. Thus, obstructions which 
might interfere with this motion should be avoided or a severe injury 
could occur.
    (n) Other considerations. Because of the design of some personal 
fall arrest systems, additional considerations may be required for 
proper tie-off. For example, heavy deceleration devices of the self-
retracting type should be secured overhead in order to avoid the weight 
of the device having to be supported by the employee. Also, if self- 
retracting equipment is connected to a horizontal lifeline, the sag in 
the lifeline should be minimized to prevent the device from sliding down 
the lifeline to a position which creates a swing hazard during fall 
arrest. In all cases, manufacturer's instructions should be followed.



  Sec. Appendix D to Subpart M of Part 1926--Positioning Device Systems

      Non-Mandatory Guidelines for Complying With Sec. 1926.502(e)

    I. Testing Methods For Positioning Device Systems. This appendix 
serves as a non-mandatory guideline to assist employers comply with the 
requirements for positioning device systems in Sec. 1926.502(e). 
Paragraphs (b), (c), (d) and (e) of Appendix C of subpart M relating to 
Sec. 1926.502(d)--Personal Fall Arrest Systems--set forth test 
procedures which may be used, along with the procedures listed below, to 
determine compliance with the requirements for positioning device 
systems in Sec. 1926.502(e) (3) and (4) of subpart M.
    (a) General. (1) Single strap positioning devices shall have one end 
attached to a fixed anchorage and the other end connected to a body belt 
or harness in the same manner as they would be used to protect 
employees. Double strap positioning devices, similar to window cleaner's 
belts, shall have one end of the strap attached to a fixed anchorage and 
the other end shall hang free. The body belt or harness shall be 
attached to the strap in the same manner as it would be used to protect 
employees. The two strap ends shall be adjusted to their maximum span.
    (2) The fixed anchorage shall be rigid, and shall not have a 
deflection greater than .04 inches (1 mm) when a force of 2,250 pounds 
(10 kN) is applied.
    (3) During the testing of all systems, a test weight of 250 pounds 
plus or minus 3 pounds (113 kg plus or minus 1.6 kg) shall be used. The 
weight shall be a rigid object with a girth of 38 inches plus or minus 4 
inches (96 cm plus or minus 10 cm).
    (4) Each test shall consist of dropping the specified weight one 
time without failure of

[[Page 345]]

the system being tested. A new system shall be used for each test.
    (5) The test weight for each test shall be hoisted exactly 4 feet 
(1.2 m above its ``at rest'' position), and shall be dropped so as to 
permit a vertical free fall of 4 feet (1.2 m).
    (6) The test is failed whenever any breakage or slippage occurs 
which permits the weight to fall free of the system.
    (7) Following the test, the system need not be capable of further 
operation; however, all such incapacities shall be readily apparent.
    II. Inspection Considerations. As required in Sec. 1926.502 (e)(5), 
positioning device systems must be regularly inspected. Any component 
with any significant defect, such as cuts, tears, abrasions, mold, or 
undue stretching; alterations or additions which might affect its 
efficiency; damage due to deterioration; contact with fire, acids, or 
other corrosives; distorted hooks or faulty hook springs; tongues 
unfitted to the shoulder of buckles; loose or damaged mountings; non-
functioning parts; or wearing or internal deterioration in the ropes 
must be withdrawn from service immediately, and should be tagged or 
marked as unusable, or destroyed.



 Sec. Appendix E to Subpart M of Part 1926--Sample Fall Protection Plan

      Non-Mandatory Guidelines for Complying With Sec. 1926.502(k)

    Employers engaged in leading edge work, precast concrete 
construction work and residential construction work who can demonstrate 
that it is infeasible or creates a greater hazard to use conventional 
fall protection systems must develop and follow a fall protection plan. 
Below are sample fall protection plans developed for precast concrete 
construction and residential work that could be tailored to be site 
specific for other precast concrete or residential jobsite. This sample 
plan can be modified to be used for other work involving leading edge 
work. The sample plan outlines the elements that must be addressed in 
any fall protection plan. The reasons outlined in this sample fall 
protection plan are for illustrative purposes only and are not 
necessarily a valid, acceptable rationale (unless the conditions at the 
job site are the same as those covered by these sample plans) for not 
using conventional fall protection systems for a particular precast 
concrete or residential construction worksite. However, the sample plans 
provide guidance to employers on the type of information that is 
required to be discussed in fall protection plans.

                      Sample Fall Protection Plans

     Fall Protection Plan For Precast/Prestress Concrete Structures

    This Fall Protection Plan is specific for the following project:

Location of Job_________________________________________________________
Erecting Company________________________________________________________
Date Plan Prepared or Modified__________________________________________
Plan Prepared By________________________________________________________
Plan Approved By________________________________________________________
Plan Supervised By______________________________________________________
    The following Fall Protection Plan is a sample program prepared for 
the prevention of injuries associated with falls. A Fall Protection Plan 
must be developed and evaluated on a site by site basis. It is 
recommended that erectors discuss the written Fall Protection Plan with 
their OSHA Area Office prior to going on a jobsite.

                     I. Statement of Company Policy

    (Company Name) is dedicated to the protection of its employees from 
on-the-job injuries. All employees of (Company Name) have the 
responsibility to work safely on the job. The purpose of this plan is: 
(a) To supplement our standard safety policy by providing safety 
standards specifically designed to cover fall protection on this job 
and; (b) to ensure that each employee is trained and made aware of the 
safety provisions which are to be implemented by this plan prior to the 
start of erection.
    This Fall Protection Plan addresses the use of other than 
conventional fall protection at a number of areas on the project, as 
well as identifying specific activities that require non-conventional 
means of fall protection. These areas include:
    a. Connecting activity (point of erection).
    b. Leading edge work.
    c. Unprotected sides or edge.
    d. Grouting.
    This plan is designed to enable employers and employees to recognize 
the fall hazards on this job and to establish the procedures that are to 
be followed in order to prevent falls to lower levels or through holes 
and openings in walking/working surfaces. Each employee will be trained 
in these procedures and strictly adhere to them except when doing so 
would expose the employee to a greater hazard. If, in the employee's 
opinion, this is the case, the employee is to notify the foreman of the 
concern and the concern addressed before proceeding.
    Safety policy and procedure on any one project cannot be 
administered, implemented, monitored and enforced by any one individual. 
The total objective of a safe, accident free work environment can only 
be accomplished by a dedicated, concerted effort by every individual 
involved with the project from management down to the last employee. 
Each employee must understand

[[Page 346]]

their value to the company; the costs of accidents, both monetary, 
physical, and emotional; the objective of the safety policy and 
procedures; the safety rules that apply to the safety policy and 
procedures; and what their individual role is in administering, 
implementing, monitoring, and compliance of their safety policy and 
procedures. This allows for a more personal approach to compliance 
through planning, training, understanding and cooperative effort, rather 
than by strict enforcement. If for any reason an unsafe act persists, 
strict enforcement will be implemented.
    It is the responsibility of (name of competent person) to implement 
this Fall Protection Plan. (Name of Competent Person) is responsible for 
continual observational safety checks of their work operations and to 
enforce the safety policy and procedures. The foreman also is 
responsible to correct any unsafe acts or conditions immediately. It is 
the responsibility of the employee to understand and adhere to the 
procedures of this plan and to follow the instructions of the foreman. 
It is also the responsibility of the employee to bring to management's 
attention any unsafe or hazardous conditions or acts that may cause 
injury to either themselves or any other employees. Any changes to this 
Fall Protection Plan must be approved by (name of Qualified Person).

         II. Fall Protection Systems To Be Used on This Project

    Where conventional fall protection is infeasible or creates a 
greater hazard at the leading edge and during initial connecting 
activity, we plan to do this work using a safety monitoring system and 
expose only a minimum number of employees for the time necessary to 
actually accomplish the job. The maximum number of workers to be 
monitored by one safety monitor is six (6). We are designating the 
following trained employees as designated erectors and they are 
permitted to enter the controlled access zones and work without the use 
of conventional fall protection.

Safety monitor:
Designated erector:
Designated erector:
Designated erector:
Designated erector:
Designated erector:
Designated erector:

    The safety monitor shall be identified by wearing an orange hard 
hat. The designated erectors will be identified by one of the following 
methods:
    1. They will wear a blue colored arm band, or
    2. They will wear a blue colored hard hat, or
    3. They will wear a blue colored vest.

Only individuals with the appropriate experience, skills, and training 
will be authorized as designated erectors. All employees that will be 
working as designated erectors under the safety monitoring system shall 
have been trained and instructed in the following areas:
    1. Recognition of the fall hazards in the work area (at the leading 
edge and when making initial connections--point of erection).
    2. Avoidance of fall hazards using established work practices which 
have been made known to the employees.
    3. Recognition of unsafe practices or working conditions that could 
lead to a fall, such as windy conditions.
    4. The function, use, and operation of safety monitoring systems, 
guardrail systems, body belt/harness systems, control zones and other 
protection to be used.
    5. The correct procedure for erecting, maintaining, disassembling 
and inspecting the system(s) to be used.
    6. Knowledge of construction sequence or the erection plan.
    A conference will take place prior to starting work involving all 
members of the erection crew, crane crew and supervisors of any other 
concerned contractors. This conference will be conducted by the precast 
concrete erection supervisor in charge of the project. During the pre-
work conference, erection procedures and sequences pertinent to this job 
will be thoroughly discussed and safety practices to be used throughout 
the project will be specified. Further, all personnel will be informed 
that the controlled access zones are off limits to all personnel other 
than those designated erectors specifically trained to work in that 
area.

                        Safety Monitoring System

    A safety monitoring system means a fall protection system in which a 
competent person is responsible for recognizing and warning employees of 
fall hazards. The duties of the safety monitor are to:
    1. Warn by voice when approaching the open edge in an unsafe manner.
    2. Warn by voice if there is a dangerous situation developing which 
cannot be seen by another person involved with product placement, such 
as a member getting out of control.
    3. Make the designated erectors aware they are in a dangerous area.
    4. Be competent in recognizing fall hazards.
    5. Warn employees when they appear to be unaware of a fall hazard or 
are acting in an unsafe manner.
    6. Be on the same walking/working surface as the monitored employees 
and within visual sighting distance of the monitored employees.

[[Page 347]]

    7. Be close enough to communicate orally with the employees.
    8. Not allow other responsibilities to encumber monitoring. If the 
safety monitor becomes too encumbered with other responsibilities, the 
monitor shall (1) stop the erection process; and (2) turn over other 
responsibilities to a designated erector; or (3) turn over the safety 
monitoring function to another designated, competent person. The safety 
monitoring system shall not be used when the wind is strong enough to 
cause loads with large surface areas to swing out of radius, or result 
in loss of control of the load, or when weather conditions cause the 
walking-working surfaces to become icy or slippery.

                           Control Zone System

    A controlled access zone means an area designated and clearly 
marked, in which leading edge work may take place without the use of 
guardrail, safety net or personal fall arrest systems to protect the 
employees in the area. Control zone systems shall comply with the 
following provisions:
    1. When used to control access to areas where leading edge and other 
operations are taking place the controlled access zone shall be defined 
by a control line or by any other means that restricts access.
    When control lines are used, they shall be erected not less than 6 
feet (l.8 m) nor more than 60 feet (18 m) or half the length of the 
member being erected, whichever is less, from the leading edge.
    2. The control line shall extend along the entire length of the 
unprotected or leading edge and shall be approximately parallel to the 
unprotected or leading edge.
    3. The control line shall be connected on each side to a guardrail 
system or wall.
    4. Control lines shall consist of ropes, wires, tapes, or equivalent 
materials, and supporting stanchions as follows:
    5. Each line shall be flagged or otherwise clearly marked at not 
more than 6-foot (1.8 m) intervals with high- visibility material.
    6. Each line shall be rigged and supported in such a way that its 
lowest point (including sag) is not less than 39 inches (1 m) from the 
walking/working surface and its highest point is not more than 45 inches 
(1.3 m) from the walking/working surface.
    7. Each line shall have a minimum breaking strength of 200 pounds 
(.88 kN).

                                  Holes

    All openings greater than 12 in.x12 in. will have perimeter guarding 
or covering. All predetermined holes will have the plywood covers made 
in the precasters' yard and shipped with the member to the jobsite. 
Prior to cutting holes on the job, proper protection for the hole must 
be provided to protect the workers. Perimeter guarding or covers will 
not be removed without the approval of the erection foreman.
    Precast concrete column erection through the existing deck requires 
that many holes be provided through this deck. These are to be covered 
and protected. Except for the opening being currently used to erect a 
column, all opening protection is to be left undisturbed. The opening 
being uncovered to erect a column will become part of the point of 
erection and will be addressed as part of this Fall Protection Plan. 
This uncovering is to be done at the erection foreman's direction and 
will only occur immediately prior to ``feeding'' the column through the 
opening. Once the end of the column is through the slab opening, there 
will no longer exist a fall hazard at this location.

               III. Implementation of Fall Protection Plan

    The structure being erected is a multistory total precast concrete 
building consisting of columns, beams, wall panels and hollow core slabs 
and double tee floor and roof members.
    The following is a list of the products and erection situations on 
this job:

                                 Columns

    For columns 10 ft to 36 ft long, employees disconnecting crane hooks 
from columns will work from a ladder and wear a body belt/harness with 
lanyard and be tied off when both hands are needed to disconnect. For 
tying off, a vertical lifeline will be connected to the lifting eye at 
the top of the column, prior to lifting, to be used with a manually 
operated or mobile rope grab. For columns too high for the use of a 
ladder, 36 ft and higher, an added cable will be used to reduce the 
height of the disconnecting point so that a ladder can be used. This 
cable will be left in place until a point in erection that it can be 
removed safely. In some cases, columns will be unhooked from the crane 
by using an erection tube or shackle with a pull pin which is released 
from the ground after the column is stabilized.
    The column will be adequately connected and/or braced to safely 
support the weight of a ladder with an employee on it.

                           Inverted Tee Beams

    Employees erecting inverted tee beams, at a height of 6 to 40 ft, 
will erect the beam, make initial connections, and final alignment from 
a ladder. If the employee needs to reach over the side of the beam to 
bar or make an adjustment to the alignment of the beam, they will mount 
the beam and be tied off to the lifting device in the beam after 
ensuring the load has been stabilized on its bearing. To disconnect the 
crane from the beam an employee will stand a ladder against the beam. 
Because the use of ladders is not practical at heights above 40 ft, 
beams

[[Page 348]]

will be initially placed with the use of tag lines and their final 
alignment made by a person on a manlift or similar employee positioning 
systems.

                             Spandrel Beams

    Spandrel beams at the exterior of the building will be aligned as 
closely as possible with the use of tag lines with the final placement 
of the spandrel beam made from a ladder at the open end of the 
structure. A ladder will be used to make the initial connections and a 
ladder will be used to disconnect the crane. The other end of the beam 
will be placed by the designated erector from the double tee deck under 
the observation of the safety monitor.
    The beams will be adequately connected and/or braced to safely 
support the weight of a ladder with an employee on it.

                         Floor and Roof Members

    During installation of the precast concrete floor and/or roof 
members, the work deck continuously increases in area as more and more 
units are being erected and positioned. Thus, the unprotected floor/roof 
perimeter is constantly modified with the leading edge changing location 
as each member is installed. The fall protection for workers at the 
leading edge shall be assured by properly constructed and maintained 
control zone lines not more than 60 ft away from the leading edge 
supplemented by a safety monitoring system to ensure the safety of all 
designated erectors working within the area defined by the control zone 
lines.
    The hollow core slabs erected on the masonry portion of the building 
will be erected and grouted using the safety monitoring system. Grout 
will be placed in the space between the end of the slab and face shell 
of the concrete masonry by dumping from a wheelbarrow. The grout in the 
keyways between the slabs will be dumped from a wheelbarrow and then 
spread with long handled tools, allowing the worker to stand erect 
facing toward the unprotected edge and back from any work deck edge.
    Whenever possible, the designated erectors will approach the 
incoming member at the leading edge only after it is below waist height 
so that the member itself provides protection against falls.
    Except for the situations described below, when the arriving floor 
or roof member is within 2 to 3 inches of its final position, the 
designated erectors can then proceed to their position of erection at 
each end of the member under the control of the safety monitor. Crane 
hooks will be unhooked from double tee members by designated erectors 
under the direction and supervision of the safety monitor.
    Designated erectors, while waiting for the next floor or roof 
member, will be constantly under the control of the safety monitor for 
fall protection and are directed to stay a minimum of six (6) ft from 
the edge. In the event a designated erector must move from one end of a 
member, which has just been placed at the leading edge, they must first 
move away from the leading edge a minimum of six (6) ft and then 
progress to the other end while maintaining the minimum distance of six 
(6) ft at all times.
    Erection of double tees, where conditions require bearing of one end 
into a closed pocket and the other end on a beam ledge, restricting the 
tee legs from going directly into the pockets, require special 
considerations. The tee legs that are to bear in the closed pocket must 
hang lower than those at the beam bearing. The double tee will be ``two-
lined'' in order to elevate one end higher than the other to allow for 
the low end to be ducked into the closed pocket using the following 
procedure.
    The double tee will be rigged with a standard four-way spreader off 
of the main load line. An additional choker will be attached to the 
married point of the two-legged spreader at the end of the tee that is 
to be elevated. The double tee will be hoisted with the main load line 
and swung into a position as close as possible to the tee's final 
bearing elevation. When the tee is in this position and stabilized, the 
whip line load block will be lowered to just above the tee deck. At this 
time, two erectors will walk out on the suspended tee deck at midspan of 
the tee member and pull the load block to the end of the tee to be 
elevated and attach the additional choker to the load block. The 
possibility of entanglement with the crane lines and other obstacles 
during this two lining process while raising and lowering the crane 
block on that second line could be hazardous to an encumbered employee. 
Therefore, the designated erectors will not tie off during any part of 
this process. While the designated erectors are on the double tee, the 
safety monitoring system will be used. After attaching the choker, the 
two erectors then step back on the previously erected tee deck and 
signal the crane operator to hoist the load with the whip line to the 
elevation that will allow for enough clearance to let the low end tee 
legs slide into the pockets when the main load line is lowered. The 
erector, who is handling the lowered end of the tee at the closed pocket 
bearing, will step out on the suspended tee. An erection bar will then 
be placed between the end of the tee leg and the inside face of the 
pocketed spandrel member. The tee is barred away from the pocketed 
member to reduce the friction and lateral force against the pocketed 
member. As the tee is being lowered, the other erector remains on the 
tee which was previously erected to handle the other end. At this point 
the tee is slowly lowered by the crane to a point where the tee legs can 
freely slide into the

[[Page 349]]

pockets. The erector working the lowered end of the tee must keep 
pressure on the bar between the tee and the face of the pocketed 
spandrel member to very gradually let the tee legs slide into the pocket 
to its proper bearing dimension. The tee is then slowly lowered into its 
final erected position.
    The designated erector should be allowed onto the suspended double 
tee, otherwise there is no control over the horizontal movement of the 
double tee and this movement could knock the spandrel off of its bearing 
or the column out of plumb. The control necessary to prevent hitting the 
spandrel can only be done safely from the top of the double tee being 
erected.
    Loadbearing Wall Panels: The erection of the loadbearing wall panels 
on the elevated decks requires the use of a safety monitor and a 
controlled access zone that is a minimum of 25 ft and a maximum of \1/2\ 
the length of the wall panels away from the unprotected edge, so that 
designated erectors can move freely and unencumbered when receiving the 
panels. Bracing, if required for stability, will be installed by ladder. 
After the braces are secured, the crane will be disconnected from the 
wall by using a ladder. The wall to wall connections will also be 
performed from a ladder.
    Non-Loadbearing Panels (Cladding): The locating of survey lines, 
panel layout and other installation prerequisites (prewelding, etc.) for 
non-loadbearing panels (cladding) will not commence until floor 
perimeter and floor openings have been protected. In some areas, it is 
necessary because of panel configuration to remove the perimeter 
protection as the cladding is being installed. Removal of perimeter 
protection will be performed on a bay to bay basis, just ahead of 
cladding erection to minimize temporarily unprotected floor edges. Those 
workers within 6 ft of the edge, receiving and positioning the cladding 
when the perimeter protection is removed shall be tied off.

                                Detailing

    Employees exposed to falls of six (6) feet or more to lower levels, 
who are not actively engaged in leading edge work or connecting 
activity, such as welding, bolting, cutting, bracing, guying, patching, 
painting or other operations, and who are working less than six (6) ft 
from an unprotected edge will be tied off at all times or guardrails 
will be installed. Employees engaged in these activities but who are 
more than six (6) ft from an unprotected edge as defined by the control 
zone lines, do not require fall protection but a warning line or control 
lines must be erected to remind employees they are approaching an area 
where fall protection is required.

IV. Conventional Fall Protection Considered for the Point of Erection or 
                    Leading Edge Erection Operations

                     A. Personal Fall Arrest Systems

    In this particular erection sequence and procedure, personal fall 
arrest systems requiring body belt/harness systems, lifelines and 
lanyards will not reduce possible hazards to workers and will create 
offsetting hazards during their usage at the leading edge of precast/
prestressed concrete construction.
    Leading edge erection and initial connections are conducted by 
employees who are specifically trained to do this type of work and are 
trained to recognize the fall hazards. The nature of such work normally 
exposes the employee to the fall hazard for a short period of time and 
installation of fall protection systems for a short duration is not 
feasible because it exposes the installers of the system to the same 
fall hazard, but for a longer period of time.
    1. It is necessary that the employee be able to move freely without 
encumbrance in order to guide the sections of precast concrete into 
their final position without having lifelines attached which will 
restrict the employee's ability to move about at the point of erection.
    2. A typical procedure requires 2 or more workers to maneuver around 
each other as a concrete member is positioned to fit into the structure. 
If they are each attached to a lifeline, part of their attention must be 
diverted from their main task of positioning a member weighing several 
tons to the task of avoiding entanglements of their lifelines or 
avoiding tripping over lanyards. Therefore, if these workers are 
attached to lanyards, more fall potential would result than from not 
using such a device.
    In this specific erection sequence and procedure, retractable 
lifelines do not solve the problem of two workers becoming tangled. In 
fact, such a tangle could prevent the lifeline from retracting as the 
worker moved, thus potentially exposing the worker to a fall greater 
than 6 ft. Also, a worker crossing over the lifeline of another worker 
can create a hazard because the movement of one person can unbalance the 
other. In the event of a fall by one person there is a likelihood that 
the other person will be caused to fall as well. In addition, if 
contamination such as grout (during hollow core grouting) enters the 
retractable housing it can cause excessive wear and damage to the device 
and could clog the retracting mechanism as the lanyard is dragged across 
the deck. Obstructing the cable orifice can defeat the device's shock 
absorbing function, produce cable slack and damage, and adversely affect 
cable extraction and retraction.
    3. Employees tied to a lifeline can be trapped and crushed by moving 
structural members if the employee becomes restrained

[[Page 350]]

by the lanyard or retractable lifeline and cannot get out of the path of 
the moving load.
    The sudden movement of a precast concrete member being raised by a 
crane can be caused by a number of factors. When this happens, a 
connector may immediately have to move a considerable distance to avoid 
injury. If a tied off body belt/harness is being used, the connector 
could be trapped. Therefore, there is a greater risk of injury if the 
connector is tied to the structure for this specific erection sequence 
and procedure.
    When necessary to move away from a retractable device, the worker 
cannot move at a rate greater than the device locking speed typically 
3.5 to 4.5 ft/sec. When moving toward the device it is necessary to move 
at a rate which does not permit cable slack to build up. This slack may 
cause cable retraction acceleration and cause a worker to lose their 
balance by applying a higher than normal jerking force on the body when 
the cable suddenly becomes taut after building up momentum. This slack 
can also cause damage to the internal spring-loaded drum, uneven coiling 
of cable on the drum, and possible cable damage.
    The factors causing sudden movements for this location include:

                               (a) Cranes

    (1) Operator error.
    (2) Site conditions (soft or unstable ground).
    (3) Mechanical failure.
    (4) Structural failure.
    (5) Rigging failure.
    (6) Crane signal/radio communication failure.

                         (b) Weather Conditions

    (1) Wind (strong wind/sudden gusting)--particularly a problem with 
the large surface areas of precast concrete members.
    (2) Snow/rain (visibility).
    (3) Fog (visibility).
    (4) Cold--causing slowed reactions or mechanical problems.
    (c) Structure/Product Conditions.
    (1) Lifting Eye failure.
    (2) Bearing failure or slippage.
    (3) Structure shifting.
    (4) Bracing failure.
    (5) Product failure.
    (d) Human Error.
    (1) Incorrect tag line procedure.
    (2) Tag line hang-up.
    (3) Incorrect or misunderstood crane signals.
    (4) Misjudged elevation of member.
    (5) Misjudged speed of member.
    (6) Misjudged angle of member.
    4. Anchorages or special attachment points could be cast into the 
precast concrete members if sufficient preplanning and consideration of 
erectors' position is done before the members are cast. Any hole or 
other attachment must be approved by the engineer who designed the 
member. It is possible that some design restrictions will not allow a 
member to be weakened by an additional hole; however, it is anticipated 
that such situations would be the exception, not the rule. Attachment 
points, other than on the deck surface, will require removal and/or 
patching. In order to remove and/or patch these points, requires the 
employee to be exposed to an additional fall hazard at an unprotected 
perimeter. The fact that attachment points could be available anywhere 
on the structure does not eliminate the hazards of using these points 
for tying off as discussed above. A logical point for tying off on 
double tees would be using the lifting loops, except that they must be 
cut off to eliminate a tripping hazard at an appropriate time.
    5. Providing attachment at a point above the walking/working surface 
would also create fall exposures for employees installing their devices. 
Final positioning of a precast concrete member requires it to be moved 
in such a way that it must pass through the area that would be occupied 
by the lifeline and the lanyards attached to the point above. Resulting 
entanglements of lifelines and lanyards on a moving member could pull 
employees from the work surface. Also, the structure is being created 
and, in most cases, there is no structure above the members being 
placed.
    (a) Temporary structural supports, installed to provide attaching 
points for lifelines limit the space which is essential for orderly 
positioning, alignment and placement of the precast concrete members. To 
keep the lanyards a reasonable and manageable length, lifeline supports 
would necessarily need to be in proximity to the positioning process. A 
sudden shift of the precast concrete member being positioned because of 
wind pressure or crane movement could make it strike the temporary 
supporting structure, moving it suddenly and causing tied off employees 
to fall.
    (b) The time in manhours which would be expended in placing and 
maintaining temporary structural supports for lifeline attaching points 
could exceed the expended manhours involved in placing the precast 
concrete members. No protection could be provided for the employees 
erecting the temporary structural supports and these supports would have 
to be moved for each successive step in the construction process, thus 
greatly increasing the employee's exposure to the fall hazard.
    (c) The use of a cable strung horizontally between two columns to 
provide tie off lines for erecting or walking a beam for connecting work 
is not feasible and creates a greater hazard on this multi-story 
building for the following reasons:

[[Page 351]]

    (1) If a connector is to use such a line, it must be installed 
between the two columns. To perform this installation requires an 
erector to have more fall exposure time attaching the cable to the 
columns than would be spent to make the beam to column connection 
itself.
    (2) If such a line is to be installed so that an erector can walk 
along a beam, it must be overhead or below him. For example, if a 
connector must walk along a 24 in. wide beam, the presence of a line 
next to the connector at waist level, attached directly to the columns, 
would prevent the connector from centering their weight over the beam 
and balancing themselves. Installing the line above the connector might 
be possible on the first level of a two-story column; however, the 
column may extend only a few feet above the floor level at the second 
level or be flush with the floor level. Attaching the line to the side 
of the beam could be a solution; however, it would require the connector 
to attach the lanyard below foot level which would most likely extend a 
fall farther than 6 ft.
    (3) When lines are strung over every beam, it becomes more and more 
difficult for the crane operator to lower a precast concrete member into 
position without the member becoming fouled. Should the member become 
entangled, it could easily dislodge the line from a column. If a worker 
is tied to it at the time, a fall could be caused.
    6. The ANSI A10.14-1991 American National Standard for Construction 
and Demolition Operations--Requirements for Safety Belts, Harnesses, 
Lanyards and Lifelines for Construction and Demolition Use, states that 
the anchor point of a lanyard or deceleration device should, if 
possible, be located above the wearer's belt or harness attachment. ANSI 
A10.14 also states that a suitable anchorage point is one which is 
located as high as possible to prevent contact with an obstruction below 
should the worker fall. Most manufacturers also warn in the user's 
handbook that the safety block/retractable lifeline must be positioned 
above the D-ring (above the work space of the intended user) and OSHA 
recommends that fall arrest and restraint equipment be used in 
accordance with the manufacturer's instructions.
    Attachment of a retractable device to a horizontal cable near floor 
level or using the inserts in the floor or roof members may result in 
increased free fall due to the dorsal D-ring of the full-body harness 
riding higher than the attachment point of the snaphook to the cable or 
insert (e.g., 6 foot tall worker with a dorsal D-ring at 5 feet above 
the floor or surface, reduces the working length to only one foot, by 
placing the anchorage five feet away from the fall hazard). In addition, 
impact loads may exceed maximum fall arrest forces (MAF) because the 
fall arrest D-ring would be 4 to 5 feet higher than the safety block/
retractable lifeline anchored to the walking-working surface; and the 
potential for swing hazards is increased.
    Manufacturers also require that workers not work at a level where 
the point of snaphook attachment to the body harness is above the device 
because this will increase the free fall distance and the deceleration 
distance and will cause higher forces on the body in the event of an 
accidental fall.
    Manufacturers recommend an anchorage for the retractable lifeline 
which is immovably fixed in space and is independent of the user's 
support systems. A moveable anchorage is one which can be moved around 
(such as equipment or wheeled vehicles) or which can deflect 
substantially under shock loading (such as a horizontal cable or very 
flexible beam). In the case of a very flexible anchorage, a shock load 
applied to the anchorage during fall arrest can cause oscillation of the 
flexible anchorage such that the retractable brake mechanism may undergo 
one or more cycles of locking/unlocking/locking (ratchet effect) until 
the anchorage deflection is dampened. Therefore, use of a moveable 
anchorage involves critical engineering and safety factors and should 
only be considered after fixed anchorage has been determined to be not 
feasible.
    Horizontal cables used as an anchorage present an additional hazard 
due to amplification of the horizontal component of maximum arrest force 
(of a fall) transmitted to the points where the horizontal cable is 
attached to the structure. This amplification is due to the angle of sag 
of a horizontal cable and is most severe for small angles of sag. For a 
cable sag angle of 2 degrees the horizontal force on the points of cable 
attachment can be amplified by a factor of 15.
    It is also necessary to install the retractable device vertically 
overhead to minimize swing falls. If an object is in the worker's swing 
path (or that of the cable) hazardous situations exist: (1) due to the 
swing, horizontal speed of the user may be high enough to cause injury 
when an obstacle in the swing fall path is struck by either the user or 
the cable; (2) the total vertical fall distance of the user may be much 
greater than if the user had fallen only vertically without a swing fall 
path.
    With retractable lines, overconfidence may cause the worker to 
engage in inappropriate behavior, such as approaching the perimeter of a 
floor or roof at a distance appreciably greater than the shortest 
distance between the anchorage point and the leading edge. Though the 
retractable lifeline may arrest a worker's fall before he or she has 
fallen a few feet, the lifeline may drag along the edge of the floor or 
beam and swing the worker like a pendulum until the line has moved to a 
position where the distance between the anchorage point and floor edge 
is the shortest

[[Page 352]]

distance between those two points. Accompanying this pendulum swing is a 
lowering of the worker, with the attendant danger that he or she may 
violently impact the floor or some obstruction below.
    The risk of a cable breaking is increased if a lifeline is dragged 
sideways across the rough surface or edge of a concrete member at the 
same moment that the lifeline is being subjected to a maximum impact 
loading during a fall. The typical \3/16\ in. cable in a retractable 
lifeline has a breaking strength of from 3000 to 3700 lbs.
    7. The competent person, who can take into account the specialized 
operations being performed on this project, should determine when and 
where a designated erector cannot use a personal fall arrest system.

                          B. Safety Net Systems

    The nature of this particular precast concrete erection worksite 
precludes the safe use of safety nets where point of erection or leading 
edge work must take place.
    1. To install safety nets in the interior high bay of the single 
story portion of the building poses rigging attachment problems. 
Structural members do not exist to which supporting devices for nets can 
be attached in the area where protection is required. As the erection 
operation advances, the location of point of erection or leading edge 
work changes constantly as each member is attached to the structure. Due 
to this constant change it is not feasible to set net sections and build 
separate structures to support the nets.
    2. The nature of the erection process for the precast concrete 
members is such that an installed net would protect workers as they 
position and secure only one structural member. After each member is 
stabilized the net would have to be moved to a new location (this could 
mean a move of 8 to 10 ft or the possibility of a move to a different 
level or area of the structure) to protect workers placing the next 
piece in the construction sequence. The result would be the installation 
and dismantling of safety nets repeatedly throughout the normal work 
day. As the time necessary to install a net, test, and remove it is 
significantly greater than the time necessary to position and secure a 
precast concrete member, the exposure time for the worker installing the 
safety net would be far longer than for the workers whom the net is 
intended to protect. The time exposure repeats itself each time the nets 
and supporting hardware must be moved laterally or upward to provide 
protection at the point of erection or leading edge.
    3. Strict interpretation of Sec. 1926.502(c) requires that 
operations shall not be undertaken until the net is in place and has 
been tested. With the point of erection constantly changing, the time 
necessary to install and test a safety net significantly exceeds the 
time necessary to position and secure the concrete member.
    4. Use of safety nets on exposed perimeter wall openings and 
opensided floors, causes attachment points to be left in architectural 
concrete which must be patched and filled with matching material after 
the net supporting hardware is removed. In order to patch these 
openings, additional numbers of employees must be suspended by swing 
stages, boatswain chairs or other devices, thereby increasing the amount 
of fall exposure time to employees.
    5. Installed safety nets pose an additional hazard at the perimeter 
of the erected structure where limited space is available in which 
members can be turned after being lifted from the ground by the crane. 
There would be a high probability that the member being lifted could 
become entangled in net hardware, cables, etc.
    6. The use of safety nets where structural wall panels are being 
erected would prevent movement of panels to point of installation. To be 
effective, nets would necessarily have to provide protection across the 
area where structural supporting wall panels would be set and plumbed 
before roof units could be placed.
    7. Use of a tower crane for the erection of the high rise portion of 
the structure poses a particular hazard in that the crane operator 
cannot see or judge the proximity of the load in relation to the 
structure or nets. If the signaler is looking through nets and 
supporting structural devices while giving instructions to the crane 
operator, it is not possible to judge precise relationships between the 
load and the structure itself or to nets and supporting structural 
devices. This could cause the load to become entangled in the net or hit 
the structure causing potential damage.

                          C. Guardrail Systems

    On this particular worksite, guardrails, barricades, ropes, cables 
or other perimeter guarding devices or methods on the erection floor 
will pose problems to safe erection procedures. Typically, a floor or 
roof is erected by placing 4 to 10 ft wide structural members next to 
one another and welding or grouting them together. The perimeter of a 
floor and roof changes each time a new member is placed into position. 
It is unreasonable and virtually impossible to erect guardrails and toe 
boards at the ever changing leading edge of a floor or roof.
    1. To position a member safely it is necessary to remove all 
obstructions extending above the floor level near the point of erection. 
Such a procedure allows workers to swing a new member across the erected 
surface as necessary to position it properly without worrying about 
knocking material off of this surface.

[[Page 353]]

    Hollow core slab erection on the masonry wall requires installation 
of the perimeter protection where the masonry wall has to be 
constructed. This means the guardrail is installed then subsequently 
removed to continue the masonry construction. The erector will be 
exposed to a fall hazard for a longer period of time while installing 
and removing perimeter protection than while erecting the slabs.
    In hollow core work, as in other precast concrete erection, others 
are not typically on the work deck until the precast concrete erection 
is complete. The deck is not complete until the leveling, aligning, and 
grouting of the joints is done. It is normal practice to keep others off 
the deck until at least the next day after the installation is complete 
to allow the grout to harden.
    2. There is no permanent boundary until all structural members have 
been placed in the floor or roof. At the leading edge, workers are 
operating at the temporary edge of the structure as they work to 
position the next member in the sequence. Compliance with the standard 
would require a guardrail and toe board be installed along this edge. 
However, the presence of such a device would prevent a new member from 
being swung over the erected surface low enough to allow workers to 
control it safely during the positioning process. Further, these 
employees would have to work through the guardrail to align the new 
member and connect it to the structure. The guardrail would not protect 
an employee who must lean through it to do the necessary work, rather it 
would hinder the employee to such a degree that a greater hazard is 
created than if the guardrail were absent.
    3. Guardrail requirements pose a hazard at the leading edge of 
installed floor or roof sections by creating the possibility of 
employees being caught between guardrails and suspended loads. The lack 
of a clear work area in which to guide the suspended load into position 
for placement and welding of members into the existing structure creates 
still further hazards.
    4. Where erection processes require precast concrete stairways or 
openings to be installed as an integral part of the overall erection 
process, it must also be recognized that guardrails or handrails must 
not project above the surface of the erection floor. Such guardrails 
should be terminated at the level of the erection floor to avoid placing 
hazardous obstacles in the path of a member being positioned.

        V. Other Fall Protection Measures Considered for This Job

    The following is a list and explanation of other fall protection 
measures available and an explanation of limitations for use on this 
particular jobsite. If during the course of erecting the building the 
employee sees an area that could be erected more safely by the use of 
these fall protection measures, the foreman should be notified.
    A. Scaffolds are not used because:
    1. The leading edge of the building is constantly changing and the 
scaffolding would have to be moved at very frequent intervals. Employees 
erecting and dismantling the scaffolding would be exposed to fall 
hazards for a greater length of time than they would by merely erecting 
the precast concrete member.
    2. A scaffold tower could interfere with the safe swinging of a load 
by the crane.
    3. Power lines, terrain and site do not allow for the safe use of 
scaffolding.
    B. Vehicle mounted platforms are not used because:
    1. A vehicle mounted platform will not reach areas on the deck that 
are erected over other levels.
    2. The leading edge of the building is usually over a lower level of 
the building and this lower level will not support the weight of a 
vehicle mounted platform.
    3. A vehicle mounted platform could interfere with the safe swinging 
of a load by the crane, either by the crane swinging the load over or 
into the equipment.
    4. Power lines and surrounding site work do not allow for the safe 
use of a vehicle mounted platform.
    C. Crane suspended personnel platforms are not used because:
    1. A second crane close enough to suspend any employee in the 
working and erecting area could interfere with the safe swinging of a 
load by the crane hoisting the product to be erected.
    2. Power lines and surrounding site work do not allow for the safe 
use of a second crane on the job.

                             VI. Enforcement

    Constant awareness of and respect for fall hazards, and compliance 
with all safety rules are considered conditions of employment. The 
jobsite Superintendent, as well as individuals in the Safety and 
Personnel Department, reserve the right to issue disciplinary warnings 
to employees, up to and including termination, for failure to follow the 
guidelines of this program.

                      VII. Accident Investigations

    All accidents that result in injury to workers, regardless of their 
nature, shall be investigated and reported. It is an integral part of 
any safety program that documentation take place as soon as possible so 
that the cause and means of prevention can be identified to prevent a 
reoccurrence.
    In the event that an employee falls or there is some other related, 
serious incident occurring, this plan shall be reviewed to determine if 
additional practices, procedures,

[[Page 354]]

or training need to be implemented to prevent similar types of falls or 
incidents from occurring.

                          VIII. Changes to Plan

    Any changes to the plan will be approved by (name of the qualified 
person). This plan shall be reviewed by a qualified person as the job 
progresses to determine if additional practices, procedures or training 
needs to be implemented by the competent person to improve or provide 
additional fall protection. Workers shall be notified and trained, if 
necessary, in the new procedures. A copy of this plan and all approved 
changes shall be maintained at the jobsite.

        Sample Fall Protection Plan for Residential Construction

                          (Insert Company Name)

    This Fall Protection Plan Is Specific For The Following Project:

Location of Job_________________________________________________________
Date Plan Prepared or Modified__________________________________________
Plan Prepared By________________________________________________________
Plan Approved By________________________________________________________
Plan Supervised By______________________________________________________
    The following Fall Protection Plan is a sample program prepared for 
the prevention of injuries associated with falls. A Fall Protection Plan 
must be developed and evaluated on a site by site basis. It is 
recommended that builders discuss the written Fall Protection Plan with 
their OSHA Area Office prior to going on a jobsite.

                     I. Statement of Company Policy

    (Your company name here) is dedicated to the protection of its 
employees from on-the-job injuries. All employees of (Your company name 
here) have the responsibility to work safely on the job. The purpose of 
the plan is to supplement our existing safety and health program and to 
ensure that every employee who works for (Your company name here) 
recognizes workplace fall hazards and takes the appropriate measures to 
address those hazards.
    This Fall Protection Plan addresses the use of conventional fall 
protection at a number of areas on the project, as well as identifies 
specific activities that require non-conventional means of fall 
protection. During the construction of residential buildings under 48 
feet in height, it is sometimes infeasible or it creates a greater 
hazard to use conventional fall protection systems at specific areas or 
for specific tasks. The areas or tasks may include, but are not limited 
to:
    a. Setting and bracing of roof trusses and rafters;
    b. Installation of floor sheathing and joists;
    c. Roof sheathing operations; and
    d. Erecting exterior walls.
    In these cases, conventional fall protection systems may not be the 
safest choice for builders. This plan is designed to enable employers 
and employees to recognize the fall hazards associated with this job and 
to establish the safest procedures that are to be followed in order to 
prevent falls to lower levels or through holes and openings in walking/
working surfaces.
    Each employee will be trained in these procedures and will strictly 
adhere to them except when doing so would expose the employee to a 
greater hazard. If, in the employee's opinion, this is the case, the 
employee is to notify the competent person of their concern and have the 
concern addressed before proceeding.
    It is the responsibility of (name of competent person) to implement 
this Fall Protection Plan. Continual observational safety checks of work 
operations and the enforcement of the safety policy and procedures shall 
be regularly enforced. The crew supervisor or foreman (insert name) is 
responsible for correcting any unsafe practices or conditions 
immediately.
    It is the responsibility of the employer to ensure that all 
employees understand and adhere to the procedures of this plan and to 
follow the instructions of the crew supervisor. It is also the 
responsibility of the employee to bring to management's attention any 
unsafe or hazardous conditions or practices that may cause injury to 
either themselves or any other employees. Any changes to the Fall 
Protection Plan must be approved by (name of qualified person).

           II. Fall Protection Systems To Be Used on This Job

    Installation of roof trusses/rafters, exterior wall erection, roof 
sheathing, floor sheathing and joist/truss activities will be conducted 
by employees who are specifically trained to do this type of work and 
are trained to recognize the fall hazards. The nature of such work 
normally exposes the employee to the fall hazard for a short period of 
time. This Plan details how (Your company name here) will minimize these 
hazards.

                         Controlled Access Zones

    When using the Plan to implement the fall protection options 
available, workers must be protected through limited access to high 
hazard locations. Before any non-conventional fall protection systems 
are used as part of the work plan, a controlled access zone (CAZ) shall 
be clearly defined by the competent person as an area where a recognized 
hazard exists. The demarcation of the CAZ shall be communicated by the 
competent person in a recognized manner, either through signs, wires, 
tapes, ropes or chains.
    (Your company name here) shall take the following steps to ensure 
that the CAZ is

[[Page 355]]

clearly marked or controlled by the competent person:
     All access to the CAZ must be restricted to 
authorized entrants;
     All workers who are permitted in the CAZ shall be 
listed in the appropriate sections of the Plan (or be visibly 
identifiable by the competent person) prior to implementation;
     The competent person shall ensure that all 
protective elements of the CAZ be implemented prior to the beginning of 
work.

       Installation Procedures for Roof Truss and Rafter Erection

    During the erection and bracing of roof trusses/rafters, 
conventional fall protection may present a greater hazard to workers. On 
this job, safety nets, guardrails and personal fall arrest systems will 
not provide adequate fall protection because the nets will cause the 
walls to collapse, while there are no suitable attachment or anchorage 
points for guardrails or personal fall arrest systems.
    On this job, requiring workers to use a ladder for the entire 
installation process will cause a greater hazard because the worker must 
stand on the ladder with his back or side to the front of the ladder. 
While erecting the truss or rafter the worker will need both hands to 
maneuver the truss and therefore cannot hold onto the ladder. In 
addition, ladders cannot be adequately protected from movement while 
trusses are being maneuvered into place. Many workers may experience 
additional fatigue because of the increase in overhead work with heavy 
materials, which can also lead to a greater hazard.
    Exterior scaffolds cannot be utilized on this job because the 
ground, after recent backfilling, cannot support the scaffolding. In 
most cases, the erection and dismantling of the scaffold would expose 
workers to a greater fall hazard than erection of the trusses/rafters.
    On all walls eight feet or less, workers will install interior 
scaffolds along the interior wall below the location where the trusses/
rafters will be erected. ``Sawhorse'' scaffolds constructed of 46 inch 
sawhorses and 2x10 planks will often allow workers to be elevated high 
enough to allow for the erection of trusses and rafters without working 
on the top plate of the wall.
    In structures that have walls higher than eight feet and where the 
use of scaffolds and ladders would create a greater hazard, safe working 
procedures will be utilized when working on the top plate and will be 
monitored by the crew supervisor. During all stages of truss/rafter 
erection the stability of the trusses/rafters will be ensured at all 
times.
    (Your company name here) shall take the following steps to protect 
workers who are exposed to fall hazards while working from the top plate 
installing trusses/rafters:
     Only the following trained workers will be 
allowed to work on the top plate during roof truss or rafter 
installation:

________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
     Workers shall have no other duties to perform 
during truss/rafter erection procedures;
     All trusses/rafters will be adequately braced 
before any worker can use the truss/rafter as a support;
     Workers will remain on the top plate using the 
previously stabilized truss/rafter as a support while other trusses/
rafters are being erected;
     Workers will leave the area of the secured 
trusses only when it is necessary to secure another truss/rafter;
     The first two trusses/rafters will be set from 
ladders leaning on side walls at points where the walls can support the 
weight of the ladder; and
     A worker will climb onto the interior top plate 
via a ladder to secure the peaks of the first two trusses/rafters being 
set.
    The workers responsible for detaching trusses from cranes and/or 
securing trusses at the peaks traditionally are positioned at the peak 
of the trusses/rafters. There are also situations where workers securing 
rafters to ridge beams will be positioned on top of the ridge beam.
    (Your company name here) shall take the following steps to protect 
workers who are exposed to fall hazards while securing trusses/rafters 
at the peak of the trusses/ridge beam:
     Only the following trained workers will be 
allowed to work at the peak during roof truss or rafter installation:

________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
     Once truss or rafter installation begins, workers 
not involved in that activity shall not stand or walk below or adjacent 
to the roof opening or exterior walls in any area where they could be 
struck by falling objects;
     Workers shall have no other duties than securing/
bracing the trusses/ridge beam;
     Workers positioned at the peaks or in the webs of 
trusses or on top of the ridge beam shall work from a stable position, 
either by sitting on a ``ridge seat'' or other equivalent surface that 
provides additional stability or by positioning themselves in previously 
stabilized trusses/rafters and leaning into and reaching through the 
trusses/rafters;
     Workers shall not remain on or in the peak/ridge 
any longer than necessary to safely complete the task.

[[Page 356]]

                        Roof Sheathing Operations

    Workers typically install roof sheathing after all trusses/rafters 
and any permanent truss bracing is in place. Roof structures are 
unstable until some sheathing is installed, so workers installing roof 
sheathing cannot be protected from fall hazards by conventional fall 
protection systems until it is determined that the roofing system can be 
used as an anchorage point. At that point, employees shall be protected 
by a personal fall arrest system.
    Trusses/rafters are subject to collapse if a worker falls while 
attached to a single truss with a belt/harness. Nets could also cause 
collapse, and there is no place to attach guardrails.
    All workers will ensure that they have secure footing before they 
attempt to walk on the sheathing, including cleaning shoes/boots of mud 
or other slip hazards.
    To minimize the time workers must be exposed to a fall hazard, 
materials will be staged to allow for the quickest installation of 
sheathing.
    (Your company name here) shall take the following steps to protect 
workers who are exposed to fall hazards while installing roof sheathing:
     Once roof sheathing installation begins, workers 
not involved in that activity shall not stand or walk below or adjacent 
to the roof opening or exterior walls in any area where they could be 
struck by falling objects;
     The competent person shall determine the limits 
of this area, which shall be clearly communicated to workers prior to 
placement of the first piece of roof sheathing;
     The competent person may order work on the roof 
to be suspended for brief periods as necessary to allow other workers to 
pass through such areas when this would not create a greater hazard;
     Only qualified workers shall install roof 
sheathing;
     The bottom row of roof sheathing may be installed 
by workers standing in truss webs;
     After the bottom row of roof sheathing is 
installed, a slide guard extending the width of the roof shall be 
securely attached to the roof. Slide guards are to be constructed of no 
less than nominal 4'' height capable of limiting the uncontrolled slide 
of workers. Workers should install the slide guard while standing in 
truss webs and leaning over the sheathing;
     Additional rows of roof sheathing may be 
installed by workers positioned on previously installed rows of 
sheathing. A slide guard can be used to assist workers in retaining 
their footing during successive sheathing operations; and
     Additional slide guards shall be securely 
attached to the roof at intervals not to exceed 13 feet as successive 
rows of sheathing are installed. For roofs with pitches in excess of 9-
in-12, slide guards will be installed at four-foot intervals.
     When wet weather (rain, snow, or sleet) are 
present, roof sheathing operations shall be suspended unless safe 
footing can be assured for those workers installing sheathing.
     When strong winds (above 40 miles per hour) are 
present, roof sheathing operations are to be suspended unless wind 
breakers are erected.

               Installation of Floor Joists and Sheathing

    During the installation of floor sheathing/joists (leading edge 
construction), the following steps shall be taken to protect workers:
     Only the following trained workers will be 
allowed to install floor joists or sheathing:

________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
     Materials for the operations shall be 
conveniently staged to allow for easy access to workers;
     The first floor joists or trusses will be rolled 
into position and secured either from the ground, ladders or sawhorse 
scaffolds;
     Each successive floor joist or truss will be 
rolled into place and secured from a platform created from a sheet of 
plywood laid over the previously secured floor joists or trusses;
     Except for the first row of sheathing which will 
be installed from ladders or the ground, workers shall work from the 
established deck; and
     Any workers not assisting in the leading edge 
construction while leading edges still exist (e.g. cutting the decking 
for the installers) shall not be permitted within six feet of the 
leading edge under construction.

                       Erection of Exterior Walls

    During the construction and erection of exterior walls, employers 
shall take the following steps to protect workers:
     Only the following trained workers will be 
allowed to erect exterior walls:

________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
     A painted line six feet from the perimeter will 
be clearly marked prior to any wall erection activities to warn of the 
approaching unprotected edge;
     Materials for operations shall be conveniently 
staged to minimize fall hazards; and
     Workers constructing exterior walls shall 
complete as much cutting of materials and other preparation as possible 
away from the edge of the deck.

[[Page 357]]

                            III. Enforcement

    Constant awareness of and respect for fall hazards, and compliance 
with all safety rules are considered conditions of employment. The crew 
supervisor or foreman, as well as individuals in the Safety and 
Personnel Department, reserve the right to issue disciplinary warnings 
to employees, up to and including termination, for failure to follow the 
guidelines of this program.

                       IV. Accident Investigations

    All accidents that result in injury to workers, regardless of their 
nature, shall be investigated and reported. It is an integral part of 
any safety program that documentation take place as soon as possible so 
that the cause and means of prevention can be identified to prevent a 
reoccurrence.
    In the event that an employee falls or there is some other related, 
serious incident occurring, this plan shall be reviewed to determine if 
additional practices, procedures, or training need to be implemented to 
prevent similar types of falls or incidents from occurring.

                           V. Changes to Plan

    Any changes to the plan will be approved by (name of the qualified 
person). This plan shall be reviewed by a qualified person as the job 
progresses to determine if additional practices, procedures or training 
needs to be implemented by the competent person to improve or provide 
additional fall protection. Workers shall be notified and trained, if 
necessary, in the new procedures. A copy of this plan and all approved 
changes shall be maintained at the jobsite.

[59 FR 40730, Aug. 9, 1994]



      Subpart N_Cranes, Derricks, Hoists, Elevators, and Conveyors

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); secs. 4, 6, 8, Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of 
Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), or 9-83 (49 FR 
35736), as applicable. Section 1926.550 also issued under 29 CFR Part 
1911.



Sec. 1926.550  Cranes and derricks.

    (a) General requirements. (1) The employer shall comply with the 
manufacturer's specifications and limitations applicable to the 
operation of any and all cranes and derricks. Where manufacturer's 
specifications are not available, the limitations assigned to the 
equipment shall be based on the determinations of a qualified engineer 
competent in this field and such determinations will be appropriately 
documented and recorded. Attachments used with cranes shall not exceed 
the capacity, rating, or scope recommended by the manufacturer.
    (2) Rated load capacities, and recommended operating speeds, special 
hazard warnings, or instruction, shall be conspicuously posted on all 
equipment. Instructions or warnings shall be visible to the operator 
while he is at his control station.
    (3) [Reserved]
    (4) Hand signals to crane and derrick operators shall be those 
prescribed by the applicable ANSI standard for the type of crane in use. 
An illustration of the signals shall be posted at the job site.
    (5) The employer shall designate a competent person who shall 
inspect all machinery and equipment prior to each use, and during use, 
to make sure it is in safe operating condition. Any deficiencies shall 
be repaired, or defective parts replaced, before continued use.
    (6) A thorough, annual inspection of the hoisting machinery shall be 
made by a competent person, or by a government or private agency 
recognized by the U.S. Department of Labor. The employer shall maintain 
a record of the dates and results of inspections for each hoisting 
machine and piece of equipment.
    (7) Wire rope shall be taken out of service when any of the 
following conditions exist:
    (i) In running ropes, six randomly distributed broken wires in one 
lay or three broken wires in one strand in one lay;
    (ii) Wear of one-third the original diameter of outside individual 
wires. Kinking, crushing, bird caging, or any other damage resulting in 
distortion of the rope structure;
    (iii) Evidence of any heat damage from any cause;
    (iv) Reductions from nominal diameter of more than one-sixty-fourth 
inch for diameters up to and including five-sixteenths inch, one-thirty-
second inch for diameters three-eighths inch to and including one-half 
inch, three-sixty-fourths inch for diameters nine-sixteenths inch to and 
including three-

[[Page 358]]

fourths inch, one-sixteenth inch for diameters seven-eighths inch to 
1\1/8\ inches inclusive, three-thirty-seconds inch for diameters 1\1/4\ 
to 1\1/2\ inches inclusive;
    (v) In standing ropes, more than two broken wires in one lay in 
sections beyond end connections or more than one broken wire at an end 
connection.
    (vi) Wire rope safety factors shall be in accordance with American 
National Standards Institute B30.5-1968 or SAE J959-1966.
    (8) Belts, gears, shafts, pulleys, sprockets, spindles, drums, fly 
wheels, chains, or other reciprocating, rotating, or other moving parts 
or equipment shall be guarded if such parts are exposed to contact by 
employees, or otherwise create a hazard. Guarding shall meet the 
requirements of the American National Standards Institute B15.1-1958 
Rev., Safety Code for Mechanical Power Transmission Apparatus.
    (9) Accessible areas within the swing radius of the rear of the 
rotating superstructure of the crane, either permanently or temporarily 
mounted, shall be barricaded in such a manner as to prevent an employee 
from being struck or crushed by the crane.
    (10) All exhaust pipes shall be guarded or insulated in areas where 
contact by employees is possible in the performance of normal duties.
    (11) Whenever internal combustion engine powered equipment exhausts 
in enclosed spaces, tests shall be made and recorded to see that 
employees are not exposed to unsafe concentrations of toxic gases or 
oxygen deficient atmospheres.
    (12) All windows in cabs shall be of safety glass, or equivalent, 
that introduces no visible distortion that will interfere with the safe 
operation of the machine.
    (13) (i) Where necessary for rigging or service requirements, a 
ladder, or steps, shall be provided to give access to a cab roof.
    (ii) Guardrails, handholds, and steps shall be provided on cranes 
for easy access to the car and cab, conforming to American National 
Standards Institute B30.5.
    (iii) Platforms and walkways shall have anti-skid surfaces.
    (14) Fuel tank filler pipe shall be located in such a position, or 
protected in such manner, as to not allow spill or overflow to run onto 
the engine, exhaust, or electrical equipment of any machine being 
fueled.
    (i) An accessible fire extinguisher of 5BC rating, or higher, shall 
be available at all operator stations or cabs of equipment.
    (ii) All fuels shall be transported, stored, and handled to meet the 
rules of subpart F of this part. When fuel is transported by vehicles on 
public highways, Department of Transportation rules contained in 49 CFR 
Parts 177 and 393 concerning such vehicular transportation are 
considered applicable.
    (15) Except where electrical distribution and transmission lines 
have been deenergized and visibly grounded at point of work or where 
insulating barriers, not a part of or an attachment to the equipment or 
machinery, have been erected to prevent physical contact with the lines, 
equipment or machines shall be operated proximate to power lines only in 
accordance with the following:
    (i) For lines rated 50 kV. or below, minimum clearance between the 
lines and any part of the crane or load shall be 10 feet;
    (ii) For lines rated over 50 kV., minimum clearance between the 
lines and any part of the crane or load shall be 10 feet plus 0.4 inch 
for each 1 kV. over 50 kV., or twice the length of the line insulator, 
but never less than 10 feet;
    (iii) In transit with no load and boom lowered, the equipment 
clearance shall be a minimum of 4 feet for voltages less than 50 kV., 
and 10 feet for voltages over 50 kV., up to and including 345 kV., and 
16 feet for voltages up to and including 750 kV.
    (iv) A person shall be designated to observe clearance of the 
equipment and give timely warning for all operations where it is 
difficult for the operator to maintain the desired clearance by visual 
means;
    (v) Cage-type boom guards, insulating links, or proximity warning 
devices may be used on cranes, but the use of such devices shall not 
alter the requirements of any other regulation of this part even if such 
device is required by law or regulation;

[[Page 359]]

    (vi) Any overhead wire shall be considered to be an energized line 
unless and until the person owning such line or the electrical utility 
authorities indicate that it is not an energized line and it has been 
visibly grounded;
    (vii) Prior to work near transmitter towers where an electrical 
charge can be induced in the equipment or materials being handled, the 
transmitter shall be de-energized or tests shall be made to determine if 
electrical charge is induced on the crane. The following precautions 
shall be taken when necessary to dissipate induced voltages:
    (a) The equipment shall be provided with an electrical ground 
directly to the upper rotating structure supporting the boom; and
    (b) Ground jumper cables shall be attached to materials being 
handled by boom equipment when electrical charge is induced while 
working near energized transmitters. Crews shall be provided with 
nonconductive poles having large alligator clips or other similar 
protection to attach the ground cable to the load.
    (c) Combustible and flammable materials shall be removed from the 
immediate area prior to operations.
    (16) No modifications or additions which affect the capacity or safe 
operation of the equipment shall be made by the employer without the 
manufacturer's written approval. If such modifications or changes are 
made, the capacity, operation, and maintenance instruction plates, tags, 
or decals, shall be changed accordingly. In no case shall the original 
safety factor of the equipment be reduced.
    (17) The employer shall comply with Power Crane and Shovel 
Association Mobile Hydraulic Crane Standard No. 2.
    (18) Sideboom cranes mounted on wheel or crawler tractors shall meet 
the requirements of SAE J743a-1964.
    (19) All employees shall be kept clear of loads about to be lifted 
and of suspended loads.
    (b) Crawler, locomotive, and truck cranes. (1) All jibs shall have 
positive stops to prevent their movement of more than 5[deg] above the 
straight line of the jib and boom on conventional type crane booms. The 
use of cable type belly slings does not constitute compliance with this 
rule.
    (2) All crawler, truck, or locomotive cranes in use shall meet the 
applicable requirements for design, inspection, construction, testing, 
maintenance and operation as prescribed in the ANSI B30.5-1968, Safety 
Code for Crawler, Locomotive and Truck Cranes. However, the written, 
dated, and signed inspection reports and records of the monthly 
inspection of critical items prescribed in section 5-2.1.5 of the ANSI 
B30.5-1968 standard are not required. Instead, the employer shall 
prepare a certification record which includes the date the crane items 
were inspected; the signature of the person who inspected the crane 
items; and a serial number, or other identifier, for the crane 
inspected. The most recent certification record shall be maintained on 
file until a new one is prepared.
    (c) Hammerhead tower cranes. (1) Adequate clearance shall be 
maintained between moving and rotating structures of the crane and fixed 
objects to allow the passage of employees without harm.
    (2) Each employee required to perform duties on the horizontal boom 
of hammerhead tower cranes shall be protected against falling by 
guardrails or by a personal fall arrest system in conformance with 
subpart M of this part.
    (3) Buffers shall be provided at both ends of travel of the trolley.
    (4) Cranes mounted on rail tracks shall be equipped with limit 
switches limiting the travel of the crane on the track and stops or 
buffers at each end of the tracks.
    (5) All hammerhead tower cranes in use shall meet the applicable 
requirements for design, construction, installation, testing, 
maintenance, inspection, and operation as prescribed by the 
manufacturer.
    (d) Overhead and gantry cranes. (1) The rated load of the crane 
shall be plainly marked on each side of the crane, and if the crane has 
more than one hoisting unit, each hoist shall have its rated load marked 
on it or its load block, and this marking shall be clearly legible from 
the ground or floor.
    (2) Bridge trucks shall be equipped with sweeps which extend below 
the

[[Page 360]]

top of the rail and project in front of the truck wheels.
    (3) Except for floor-operated cranes, a gong or other effective 
audible warning signal shall be provided for each crane equipped with a 
power traveling mechanism.
    (4) All overhead and gantry cranes in use shall meet the applicable 
requirements for design, construction, installation, testing, 
maintenance, inspection, and operation as prescribed in the ANSI 
B30.2.0-1967, Safety Code for Overhead and Gantry Cranes.
    (e) Derricks. All derricks in use shall meet the applicable 
requirements for design, construction, installation, inspection, 
testing, maintenance, and operation as prescribed in American National 
Standards Institute B30.6-1969, Safety Code for Derricks.
    (f) Floating cranes and derricks--(1) Mobile cranes mounted on 
barges. (i) When a mobile crane is mounted on a barge, the rated load of 
the crane shall not exceed the original capacity specified by the 
manufacturer.
    (ii) A load rating chart, with clearly legible letters and figures, 
shall be provided with each crane, and securely fixed at a location 
easily visible to the operator.
    (iii) When load ratings are reduced to stay within the limits for 
list of the barge with a crane mounted on it, a new load rating chart 
shall be provided.
    (iv) Mobile cranes on barges shall be positively secured.
    (2) Permanently mounted floating cranes and derricks. (i) When 
cranes and derricks are permanently installed on a barge, the capacity 
and limitations of use shall be based on competent design criteria.
    (ii) A load rating chart with clearly legible letters and figures 
shall be provided and securely fixed at a location easily visible to the 
operator.
    (iii) Floating cranes and floating derricks in use shall meet the 
applicable requirements for design, construction, installation, testing, 
maintenance, and operation as prescribed by the manufacturer.
    (3) Protection of employees working on barges. The employer shall 
comply with the applicable requirements for protection of employees 
working onboard marine vessels specified in Sec. 1926.605.
    (g) Crane or derrick suspended personnel platforms--(1) Scope, 
application and definitions--(i) Scope and application. This standard 
applies to the design, construction, testing, use and maintenance of 
personnel platforms, and the hoisting of personnel platforms on the load 
lines of cranes or derricks.
    (ii) Definitions. For the purposes of this paragraph (g), the 
following definitions apply:
    (A) Failure means load refusal, breakage, or separation of 
components.
    (B) Hoist (or hoisting) means all crane or derrick functions such as 
lowering, lifting, swinging, booming in and out or up and down, or 
suspending a personnel platform.
    (C) Load refusal means the point where the ultimate strength is 
exceeded.
    (D) Maximum intended load means the total load of all employees, 
tools, materials, and other loads reasonably anticipated to be applied 
to a personnel platform or personnel platform component at any one time.
    (E) Runway means a firm, level surface designed, prepared and 
designated as a path of travel for the weight and configuration of the 
crane being used to lift and travel with the crane suspended platform. 
An existing surface may be used as long as it meets these criteria.
    (2) General requirements. The use of a crane or derrick to hoist 
employees on a personnel platform is prohibited, except when the 
erection, use, and dismantling of conventional means of reaching the 
worksite, such as a personnel hoist, ladder, stairway, aerial lift, 
elevating work platform or scaffold, would be more hazardous, or is not 
possible because of structural design or worksite conditions.
    (3) Cranes and derricks--(i) Operational criteria. (A) Hoisting of 
the personnel platform shall be performed in a slow, controlled, 
cautious manner with no sudden movements of the crane or derrick, or the 
platform.
    (B) Load lines shall be capable of supporting, without failure, at 
least seven times the maximum intended load, except that where rotation 
resistant rope is used, the lines shall be capable of

[[Page 361]]

supporting without failure, at least ten times the maximum intended 
load. The required design factor is achieved by taking the current 
safety factor of 3.5 (required under paragraph (b)(2)) of this section 
and applying the 50 per cent derating of the crane capacity which is 
required by paragraph (g)(3)(i)(F) of this section.
    (C) Load and boom hoist drum brakes, swing brakes, and locking 
devices such as pawls or dogs shall be engaged when the occupied 
personnel platform is in a stationary working position.
    (D) The crane shall be uniformly level within one percent of level 
grade and located on firm footing. Cranes equipped with outriggers shall 
have them all fully deployed following manufacturer's specifications, 
insofar as applicable, when hoisting employees.
    (E) The total weight of the loaded personnel platform and related 
rigging shall not exceed 50 percent of the rated capaciy for the radius 
and configuration of the crane or derrick.
    (F) The use of machines having live booms (booms in which lowering 
is controlled by a brake without aid from other devices which slow the 
lowering speeds) is prohibited.
    (ii) Instruments and components. (A) Cranes and derricks with 
variable angle booms shall be equipped with a boom angle indicator, 
readily visible to the operator.
    (B) Cranes with telescoping booms shall be equipped with a device to 
indicate clearly to the operator, at all times, the boom's extended 
length, or an accurate determination of the load radius to be used 
during the lift shall be made prior to hoisting personnel.
    (C) A positive acting device shall be used which prevents contact 
between the load block or overhaul ball and the boom tip (anti-two-
blocking device), or a system shall be used which deactivates the 
hoisting action before damage occurs in the event of a two-blocking 
situation (two block damage prevention feature).
    (D) The load line hoist drum shall have a system or device on the 
power train, other than the load hoist brake, which regulates the 
lowering rate of speed of the hoist mechanism (controlled load 
lowering.) Free fall is prohibited.
    (4) Personnel platforms--(i) Design criteria. (A) The personnel 
platform and suspension system shall be designed by a qualified engineer 
or a qualified person competent in structural design.
    (B) The suspension system shall be designed to minimize tipping of 
the platform due to movement of employees occupying the platform.
    (C) The personnel platform itself, except the guardrail system and 
personal fall arrest system anchorages, shall be capable of supporting, 
without failure, its own weight and at least five times the maximum 
intended load. Criteria for guardrail systems and personal fall arrest 
system anchorages are contained in subpart M of this Part.
    (ii) Platform specifications. (A) Each personnel platform shall be 
equipped with a guardrail system which meets the requirements of subpart 
M, and, shall be enclosed at least from the toeboard to mid-rail with 
either solid construction or expanded metal having openings no greater 
than \1/2\ inch (1.27 cm).
    (B) A grab rail shall be installed inside the entire perimeter of 
the personnel platform.
    (C) Access gates, if installed, shall not swing outward during 
hoisting.
    (D) Access gates, including sliding or folding gates, shall be 
equipped with a restraining device to prevent accidental opening.
    (E) Headroom shall be provided which allows employees to stand 
upright in the platform.
    (F) In addition to the use of hard hats, employees shall be 
protected by overhead protection on the personnel platform when 
employees are exposed to falling objects.
    (G) All rough edges exposed to contact by employees shall be 
surfaced or smoothed in order to prevent injury to employees from 
punctures or lacerations.
    (H) All welding of the personnel platform and its components shall 
be performed by a qualified welder familiar with the weld grades, types 
and material specified in the platform design.
    (I) The personnel platform shall be conspicuously posted with a 
plate or

[[Page 362]]

other permanent marking which indicates the weight of the platform and 
its rated load capacity or maximum intended load.
    (iii) Personnel platform loading. (A) The personnel platform shall 
not be loaded in excess of its rated load capacity. When a personnel 
platform does not have a rated load capacity then the personnel platform 
shall not be loaded in excess of its maximum intended load.
    (B) The number of employees occupying the personnel platform shall 
not exceed the number required for the work being performed.
    (C) Personnel platforms shall be used only for employees, their 
tools, and the materials necessary to do their work, and shall not be 
used to hoist only materials or tools when not hoisting personnel.
    (D) Materials and tools for use during a personnel lift shall be 
secured to prevent displacement.
    (E) Materials and tools for use during a personnel lift shall be 
evenly distributed within the confines of the platform while the 
platform is suspended.
    (iv) Rigging. (A) When a wire rope bridle is used to connect the 
personnel platform to the load line, each bridle leg shall be connected 
to a master link or shackle in such a manner to ensure that the load is 
evenly divided among the bridle legs.
    (B) Hooks on overhaul ball assemblies, lower load blocks, or other 
attachment assemblies shall be of a type that can be closed and locked, 
eliminating the hook throat opening. Alternatively, an alloy anchor type 
shackle with a bolt, nut and retaining pin may be used.
    (C) Wire rope, shackles, rings, master links, and other rigging 
hardware must be capable of supporting, without failure, at least five 
times the maximum intended load applied or transmitted to that 
component. Where rotation resistant rope is used, the slings shall be 
capable of supporting without failure at least ten times the maximum 
intended load.
    (D) All eyes in wire rope slings shall be fabricated with thimbles.
    (E) Bridles and associated rigging for attaching the personnel 
platform to the hoist line shall be used only for the platform and the 
necessary employees, their tools and the materials necessary to do their 
work, and shall not be used for any other purpose when not hoisting 
personnel.
    (5) Trial lift, inspection, and proof testing. (i) A trial lift with 
the unoccupied personnel platform loaded at least to the anticipated 
liftweight shall be made from ground level, or any other location where 
employees will enter the platform, to each location at which the 
personnel platform is to be hoisted and positioned. This trial lift 
shall be performed immediately prior to placing personnel on the 
platform. The operator shall determine that all systems, controls and 
safety devices are activated and functioning properly; that no 
interferences exist; and that all configurations necessary to reach 
those work locations will allow the operator to remain under the 50 
percent limit of the hoist's rated capacity. Materials and tools to be 
used during the actual lift can be loaded in the platform, as provided 
in paragraphs (g)(4)(iii) (D), and (E) of this section for the trial 
lift. A single trial lift may be performed at one time for all locations 
that are to be reached from a single set up position.
    (ii) The trial lift shall be repeated prior to hoisting employees 
whenever the crane or derrick is moved and set up in a new location or 
returned to a previously used location. Additionally, the trial lift 
shall be repeated when the lift route is changed unless the operator 
determines that the route change is not significant (i.e. the route 
change would not affect the safety of hoisted employees.)
    (iii) After the trial lift, and just prior to hoisting personnel, 
the platform shall be hoisted a few inches and inspected to ensure that 
it is secure and properly balanced. Employees shall not be hoisted 
unless the following conditions are determined to exist:
    (A) Hoist ropes shall be free of kinks;
    (B) Multiple part lines shall not be twisted around each other;
    (C) The primary attachment shall be centered over the platform; and
    (D) The hoisting system shall be inspected if the load rope is slack 
to ensure all ropes are properly stated on drums and in sheaves.

[[Page 363]]

    (iv) A visual inspection of the crane or derrick, rigging, personnel 
platform, and the crane or derrick base support or ground shall be 
conducted by a competent person immediately after the trial lift to 
determine whether the testing has exposed any defect or produced any 
adverse effect upon any component or structure.
    (v) Any defects found during inspections which create a safety 
hazard shall be corrected before hoisting personnel.
    (vi) At each job site, prior to hoisting employees on the personnel 
platform, and after any repair or modification, the platform and rigging 
shall be proof tested to 125 percent of the platform's rated capacity by 
holding it in a suspended position for five minutes with the test load 
evenly distributed on the platform (this may be done concurrently with 
the trial lift). After prooftesting, a competent person shall inspect 
the platform and rigging. Any deficiencies found shall be corrected and 
another proof test shall be conducted. Personnel hoisting shall not be 
conducted until the proof testing requirements are satisfied.
    (6) Work practices. (i) Employees shall keep all parts of the body 
inside the platform during raising, lowering, and positioning. This 
provision does not apply to an occupant of the platform performing the 
duties of a signal person.
    (ii) Before employees exit or enter a hoisted personnel platform 
that is not landed, the platform shall be secured to the structure where 
the work is to be performed, unless securing to the structure creates an 
unsafe situation.
    (iii) Tag lines shall be used unless their use creates an unsafe 
condition.
    (iv) The crane or derrick operator shall remain at the controls at 
all times when the crane engine is running and the platform is occupied.
    (v) Hoisting of employees shall be promptly discontinued upon 
indication of any dangerous weather conditions or other impending 
danger.
    (vi) Employees being hoisted shall remain in continuous sight of and 
in direct communication with the operator or signal person. In those 
situations where direct visual contact with the operator is not 
possible, and the use of a signal person would create a greater hazard 
for that person, direct communication alone such as by radio may be 
used.
    (vii) Except over water, employees occupying the personnel platform 
shall use a body belt/harness system with lanyard appropriately attached 
to the lower load block or overhaul ball, or to a structural member 
within the personnel platform capable of supporting a fall impact for 
employees using the anchorage. When working over water, the requirements 
of Sec. 1926.106 shall apply.
    (viii) No lifts shall be made on another of the crane's or derrick's 
loadlines while personnel are suspended on a platform.
    (7) Traveling. (i) Hoisting of employees while the crane is 
traveling is prohibited, except for portal, tower and locomotive cranes, 
or where the employer demonstrates that there is no less hazardous way 
to perform the work.
    (ii) Under any circumstances where a crane would travel while 
hoisting personnel, the employer shall implement the following 
procedures to safeguard employees:
    (A) Crane travel shall be restricted to a fixed track or runway;
    (B) Travel shall be limited to the load radius of the boom used 
during the lift; and
    (C) The boom must be parallel to the direction of travel.
    (D) A complete trial run shall be performed to test the route of 
travel before employees are allowed to occupy the platform. This trial 
run can be performed at the same time as the trial lift required by 
paragraph (g)(5)(i) of this section which tests the route of the lift.
    (E) If travel is done with a rubber tired-carrier, the condition and 
air pressure of the tires shall be checked. The chart capacity for lifts 
on rubber shall be used for application of the 50 percent reduction of 
rated capacity. Notwithstanding paragraph (g)(3)(i)(E) of this section, 
outriggers may be partially retracted as necessary for travel.
    (8) Pre-lift meeting. (i) A meeting attended by the crane or derrick 
operator, signal person(s) (if necessary for the lift), employee(s) to 
be lifted, and the person responsible for the task to

[[Page 364]]

be performed shall be held to review the appropriate requirements of 
paragraph (g) of this section and the procedures to be followed.
    (ii) This meeting shall be held prior to the trial lift at each new 
work location, and shall be repeated for any employees newly assigned to 
the operation.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 52 
FR 36382, Sept. 28, 1987; 53 FR 29139, Aug. 2, 1988; 54 FR 15406, Apr. 
18, 1989; 54 FR 24334, June 7, 1989; 58 FR 35183, June 30, 1993; 59 FR 
40730, Aug. 9, 1994; 61 FR 5510, Feb. 13, 1996]



Sec. 1926.551  Helicopters.

    (a) Helicopter regulations. Helicopter cranes shall be expected to 
comply with any applicable regulations of the Federal Aviation 
Administration.
    (b) Briefing. Prior to each day's operation a briefing shall be 
conducted. This briefing shall set forth the plan of operation for the 
pilot and ground personnel.
    (c) Slings and tag lines. Load shall be properly slung. Tag lines 
shall be of a length that will not permit their being drawn up into 
rotors. Pressed sleeve, swedged eyes, or equivalent means shall be used 
for all freely suspended loads to prevent hand splices from spinning 
open or cable clamps from loosening.
    (d) Cargo hooks. All electrically operated cargo hooks shall have 
the electrical activating device so designed and installed as to prevent 
inadvertent operation. In addition, these cargo hooks shall be equipped 
with an emergency mechanical control for releasing the load. The hooks 
shall be tested prior to each day's operation to determine that the 
release functions properly, both electrically and mechanically.
    (e) Personal protective equipment. (1) Personal protective equipment 
for employees receiving the load shall consist of complete eye 
protection and hard hats secured by chinstraps.
    (2) Loose-fitting clothing likely to flap in the downwash, and thus 
be snagged on hoist line, shall not be worn.
    (f) Loose gear and objects. Every practical precaution shall be 
taken to provide for the protection of the employees from flying objects 
in the rotor downwash. All loose gear within 100 feet of the place of 
lifting the load, depositing the load, and all other areas susceptible 
to rotor downwash shall be secured or removed.
    (g) Housekeeping. Good housekeeping shall be maintained in all 
helicopter loading and unloading areas.
    (h) Operator responsibility. The helicopter operator shall be 
responsible for size, weight, and manner in which loads are connected to 
the helicopter. If, for any reason, the helicopter operator believes the 
lift cannot be made safely, the lift shall not be made.
    (i) Hooking and unhooking loads. When employees are required to 
perform work under hovering craft, a safe means of access shall be 
provided for employees to reach the hoist line hook and engage or 
disengage cargo slings. Employees shall not perform work under hovering 
craft except when necessary to hook or unhook loads.
    (j) Static charge. Static charge on the suspended load shall be 
dissipated with a grounding device before ground personnel touch the 
suspended load, or protective rubber gloves shall be worn by all ground 
personnel touching the suspended load.
    (k) Weight limitation. The weight of an external load shall not 
exceed the manufacturer's rating.
    (l) Ground lines. Hoist wires or other gear, except for pulling 
lines or conductors that are allowed to ``pay out'' from a container or 
roll off a reel, shall not be attached to any fixed ground structure, or 
allowed to foul on any fixed structure.
    (m) Visibility. When visibility is reduced by dust or other 
conditions, ground personnel shall exercise special caution to keep 
clear of main and stabilizing rotors. Precautions shall also be taken by 
the employer to eliminate as far as practical reduced visibility.
    (n) Signal systems. Signal systems between aircrew and ground 
personnel shall be understood and checked in advance of hoisting the 
load. This applies to either radio or hand signal systems. Hand signals 
shall be as shown in Figure N-1.

[[Page 365]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.015

    (o) Approach distance. No unauthorized person shall be allowed to 
approach within 50 feet of the helicopter when the rotor blades are 
turning.
    (p) Approaching helicopter. Whenever approaching or leaving a 
helicopter with blades rotating, all employees shall remain in full view 
of the pilot

[[Page 366]]

and keep in a crouched position. Employees shall avoid the area from the 
cockpit or cabin rearward unless authorized by the helicopter operator 
to work there.
    (q) Personnel. Sufficient ground personnel shall be provided when 
required for safe helicopter loading and unloading operations.
    (r) Communications. There shall be constant reliable communication 
between the pilot, and a designated employee of the ground crew who acts 
as a signalman during the period of loading and unloading. This 
signalman shall be distinctly recognizable from other ground personnel.
    (s) Fires. Open fires shall not be permitted in an area that could 
result in such fires being spread by the rotor downwash.



Sec. 1926.552  Material hoists, personnel hoists, and elevators.

    (a) General requirements. (1) The employer shall comply with the 
manufacturer's specifications and limitations applicable to the 
operation of all hoists and elevators. Where manufacturer's 
specifications are not available, the limitations assigned to the 
equipment shall be based on the determinations of a professional 
engineer competent in the field.
    (2) Rated load capacities, recommended operating speeds, and special 
hazard warnings or instructions shall be posted on cars and platforms.
    (3) Wire rope shall be removed from service when any of the 
following conditions exists:
    (i) In hoisting ropes, six randomly distributed broken wires in one 
rope lay or three broken wires in one strand in one rope lay;
    (ii) Abrasion, scrubbing, flattening, or peening, causing loss of 
more than one-third of the original diameter of the outside wires;
    (iii) Evidence of any heat damage resulting from a torch or any 
damage caused by contact with electrical wires;
    (iv) Reduction from nominal diameter of more than three sixty-
fourths inch for diameters up to and including three-fourths inch; one-
sixteenth inch for diameters seven-eights to 1\1/8\ inches; and three 
thirty-seconds inch for diameters 1\1/4\ to 1\1/2\ inches.
    (4) Hoisting ropes shall be installed in accordance with the wire 
rope manufacturers' recommendations.
    (5) The installation of live booms on hoists is prohibited.
    (6) The use of endless belt-type manlifts on construction shall be 
prohibited.
    (b) Material hoists. (1)(i) Operating rules shall be established and 
posted at the operator's station of the hoist. Such rules shall include 
signal system and allowable line speed for various loads. Rules and 
notices shall be posted on the car frame or crosshead in a conspicuous 
location, including the statement ``No Riders Allowed.''
    (ii) No person shall be allowed to ride on material hoists except 
for the purposes of inspection and maintenance.
    (2) All entrances of the hoistways shall be protected by substantial 
gates or bars which shall guard the full width of the landing entrance. 
All hoistway entrance bars and gates shall be painted with diagonal 
contrasting colors, such as black and yellow stripes.
    (i) Bars shall be not less than 2- by 4-inch wooden bars or the 
equivalent, located 2 feet from the hoistway line. Bars shall be located 
not less than 36 inches nor more than 42 inches above the floor.
    (ii) Gates or bars protecting the entrances to hoistways shall be 
equipped with a latching device.
    (3) Overhead protective covering of 2-inch planking, \3/4\-inch 
plywood, or other solid material of equivalent strength, shall be 
provided on the top of every material hoist cage or platform.
    (4) The operator's station of a hoisting machine shall be provided 
with overhead protection equivalent to tight planking not less than 2 
inches thick. The support for the overhead protection shall be of equal 
strength.
    (5) Hoist towers may be used with or without an enclosure on all 
sides. However, whichever alternative is chosen, the following 
applicable conditions shall be met:
    (i) When a hoist tower is enclosed, it shall be enclosed on all 
sides for its entire height with a screen enclosure of

[[Page 367]]

\1/2\-inch mesh, No. 18 U.S. gauge wire or equivalent, except for 
landing access.
    (ii) When a hoist tower is not enclosed, the hoist platform or car 
shall be totally enclosed (caged) on all sides for the full height 
between the floor and the overhead protective covering with \1/2\-inch 
mesh of No. 14 U.S. gauge wire or equivalent. The hoist platform 
enclosure shall include the required gates for loading and unloading. A 
6-foot high enclosure shall be provided on the unused sides of the hoist 
tower at ground level.
    (6) Car arresting devices shall be installed to function in case of 
rope failure.
    (7) All material hoist towers shall be designed by a licensed 
professional engineer.
    (8) All material hoists shall conform to the requirements of ANSI 
A10.5-1969, Safety Requirements for Material Hoists.
    (c) Personnel hoists. (1) Hoist towers outside the structure shall 
be enclosed for the full height on the side or sides used for entrance 
and exit to the structure. At the lowest landing, the enclosure on the 
sides not used for exit or entrance to the structure shall be enclosed 
to a height of at least 10 feet. Other sides of the tower adjacent to 
floors or scaffold platforms shall be enclosed to a height of 10 feet 
above the level of such floors or scaffolds.
    (2) Towers inside of structures shall be enclosed on all four sides 
throughout the full height.
    (3) Towers shall be anchored to the structure at intervals not 
exceeding 25 feet. In addition to tie-ins, a series of guys shall be 
installed. Where tie-ins are not practical the tower shall be anchored 
by means of guys made of wire rope at least one-half inch in diameter, 
securely fastened to anchorage to ensure stability.
    (4) Hoistway doors or gates shall be not less than 6 feet 6 inches 
high and shall be provided with mechanical locks which cannot be 
operated from the landing side, and shall be accessible only to persons 
on the car.
    (5) Cars shall be permanently enclosed on all sides and the top, 
except sides used for entrance and exit which have car gates or doors.
    (6) A door or gate shall be provided at each entrance to the car 
which shall protect the full width and height of the car entrance 
opening.
    (7) Overhead protective covering of 2-inch planking, \3/4\-inch 
plywood or other solid material or equivalent strength shall be provided 
on the top of every personnel hoist.
    (8) Doors or gates shall be provided with electric contacts which do 
not allow movement of the hoist when door or gate is open.
    (9) Safeties shall be capable of stopping and holding the car and 
rated load when traveling at governor tripping speed.
    (10) Cars shall be provided with a capacity and data plate secured 
in a conspicuous place on the car or crosshead.
    (11) Internal combustion engines shall not be permitted for direct 
drive.
    (12) Normal and final terminal stopping devices shall be provided.
    (13) An emergency stop switch shall be provided in the car and 
marked ``Stop.''
    (14) Ropes: (i) The minimum number of hoisting ropes used shall be 
three for traction hoists and two for drum-type hoists.
    (ii) The minimum diameter of hoisting and counterweight wire ropes 
shall be \1/2\-inch.
    (iii) Safety factors:

           Minimum Factors of Safety for Suspension Wire Ropes
------------------------------------------------------------------------
                                                                Minimum
                Rope speed in feet per minute                  factor of
                                                                safety
------------------------------------------------------------------------
50..........................................................        7.60
75..........................................................        7.75
100.........................................................        7.95
125.........................................................        8.10
150.........................................................        8.25
175.........................................................        8.40
200.........................................................        8.60
225.........................................................        8.75
250.........................................................        8.90
300.........................................................        9.20
350.........................................................        9.50
400.........................................................        9.75
450.........................................................       10.00
500.........................................................       10.25
550.........................................................       10.45
600.........................................................       10.70
------------------------------------------------------------------------

    (15) Following assembly and erection of hoists, and before being put 
in service, an inspection and test of all functions and safety devices 
shall be made under the supervision of a competent

[[Page 368]]

person. A similar inspection and test is required following major 
alteration of an existing installation. All hoists shall be inspected 
and tested at not more than 3-month intervals. The employer shall 
prepare a certification record which includes the date the inspection 
and test of all functions and safety devices was performed; the 
signature of the person who performed the inspection and test; and a 
serial number, or other identifier, for the hoist that was inspected and 
tested. The most recent certification record shall be maintained on 
file.
    (16) All personnel hoists used by employees shall be constructed of 
materials and components which meet the specifications for materials, 
construction, safety devices, assembly, and structural integrity as 
stated in the American National Standard A10.4-1963, Safety Requirements 
for Workmen's Hoists. The requirements of this paragraph (c)(16) do not 
apply to cantilever type personnel hoists.
    (17) (i) Personnel hoists used in bridge tower construction shall be 
approved by a registered professional engineer and erected under the 
supervision of a qualified engineer competent in this field.
    (ii) When a hoist tower is not enclosed, the hoist platform or car 
shall be totally enclosed (caged) on all sides for the full height 
between the floor and the overhead protective covering with \3/4\-inch 
mesh of No. 14 U.S. gauge wire or equivalent. The hoist platform 
enclosure shall include the required gates for loading and unloading.
    (iii) These hoists shall be inspected and maintained on a weekly 
basis. Whenever the hoisting equipment is exposed to winds exceeding 35 
miles per hour it shall be inspected and put in operable condition 
before reuse.
    (iv) Wire rope shall be taken out of service when any of the 
following conditions exist:
    (a) In running ropes, six randomly distributed broken wires in one 
lay or three broken wires in one strand in one lay;
    (b) Wear of one-third the original diameter of outside individual 
wires. Kinking, crushing, bird caging, or any other damage resulting in 
distortion of the rope structure;
    (c) Evidence of any heat damage from any cause;
    (d) Reductions from nominal diameter of more than three-sixty-
fourths inch for diameters to and including three-fourths inch, one-
sixteenth inch for diameters seven-eights inch to 1\1/8\ inches 
inclusive, three-thirty-seconds inch for diameters 1\1/4\ to 1\1/2\ 
inches inclusive;
    (e) In standing ropes, more than two broken wires in one lay in 
sections beyond end connections or more than one broken wire at an end 
connection.
    (d) Permanent elevators under the care and custody of the employer 
and used by employees for work covered by this Act shall comply with the 
requirements of American National Standards Institute A17.1-1965 with 
addenda A17.1a-1967, A17.1b-1968, A17.1c-1969, A17.1d-1970, and 
inspected in accordance with A17.2-1960 with addenda A17.2a-1965, 
A17.2b-1967.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 52 
FR 36382, Sept. 28, 1987]



Sec. 1926.553  Base-mounted drum hoists.

    (a) General requirements. (1) Exposed moving parts such as gears, 
projecting screws, setscrews, chain, cables, chain sprockets, and 
reciprocating or rotating parts, which constitute a hazard, shall be 
guarded.
    (2) All controls used during the normal operation cycle shall be 
located within easy reach of the operator's station.
    (3) Electric motor operated hoists shall be provided with:
    (i) A device to disconnect all motors from the line upon power 
failure and not permit any motor to be restarted until the controller 
handle is brought to the ``off'' position;
    (ii) Where applicable, an overspeed preventive device;
    (iii) A means whereby remotely operated hoists stop when any control 
is ineffective.
    (4) All base-mounted drum hoists in use shall meet the applicable 
requirements for design, construction, installation, testing, 
inspection, maintenance, and operations, as prescribed by the 
manufacturer.
    (b) Specific requirements. [Reserved]

[[Page 369]]



Sec. 1926.554  Overhead hoists.

    (a) General requirements. (1) The safe working load of the overhead 
hoist, as determined by the manufacturer, shall be indicated on the 
hoist, and this safe working load shall not be exceeded.
    (2) The supporting structure to which the hoist is attached shall 
have a safe working load equal to that of the hoist.
    (3) The support shall be arranged so as to provide for free movement 
of the hoist and shall not restrict the hoist from lining itself up with 
the load.
    (4) The hoist shall be installed only in locations that will permit 
the operator to stand clear of the load at all times.
    (5) Air hoists shall be connected to an air supply of sufficient 
capacity and pressure to safely operate the hoist. All air hoses 
supplying air shall be positively connected to prevent their becoming 
disconnected during use.
    (6) All overhead hoists in use shall meet the applicable 
requirements for construction, design, installation, testing, 
inspection, maintenance, and operation, as prescribed by the 
manufacturer.
    (b) Specific requirements. [Reserved]



Sec. 1926.555  Conveyors.

    (a) General requirements. (1) Means for stopping the motor or engine 
shall be provided at the operator's station. Conveyor systems shall be 
equipped with an audible warning signal to be sounded immediately before 
starting up the conveyor.
    (2) If the operator's station is at a remote point, similar 
provisions for stopping the motor or engine shall be provided at the 
motor or engine location.
    (3) Emergency stop switches shall be arranged so that the conveyor 
cannot be started again until the actuating stop switch has been reset 
to running or ``on'' position.
    (4) Screw conveyors shall be guarded to prevent employee contact 
with turning flights.
    (5) Where a conveyor passes over work areas, aisles, or 
thoroughfares, suitable guards shall be provided to protect employees 
required to work below the conveyors.
    (6) All crossovers, aisles, and passageways shall be conspicuously 
marked by suitable signs, as required by subpart G of this part.
    (7) Conveyors shall be locked out or otherwise rendered inoperable, 
and tagged out with a ``Do Not Operate'' tag during repairs and when 
operation is hazardous to employees performing maintenance work.
    (8) All conveyors in use shall meet the applicable requirements for 
design, construction, inspection, testing, maintenance, and operation, 
as prescribed in the ANSI B20.1-1957, Safety Code for Conveyors, 
Cableways, and Related Equipment.



  Subpart O_Motor Vehicles, Mechanized Equipment, and Marine Operations

    Authority: Section 107, Construction Work Hours and Safety Standards 
Act (Construction Safety Act) (40 U.S.C. 333); Secs. 4, 6, 8, 
Occupational Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); 
Secretary of Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), 
9-83 (48 FR 35736), 1-90 (55 FR 9033), or 6-96 (62 FR 111), as 
applicable. Section 1926.602 also issued under 29 CFR part 1911.



Sec. 1926.600  Equipment.

    (a) General requirements. (1) All equipment left unattended at 
night, adjacent to a highway in normal use, or adjacent to construction 
areas where work is in progress, shall have appropriate lights or 
reflectors, or barricades equipped with appropriate lights or 
reflectors, to identify the location of the equipment.
    (2) A safety tire rack, cage, or equivalent protection shall be 
provided and used when inflating, mounting, or dismounting tires 
installed on split rims, or rims equipped with locking rings or similar 
devices.
    (3) (i) Heavy machinery, equipment, or parts thereof, which are 
suspended or held aloft by use of slings, hoists, or jacks shall be 
substantially blocked or cribbed to prevent falling or shifting before 
employees are permitted to work under or between them. Bulldozer and 
scraper blades, end-loader buckets, dump bodies, and similar equipment, 
shall be either fully lowered or blocked when being repaired or when not 
in use. All controls shall be in a neutral position, with the motors 
stopped and

[[Page 370]]

brakes set, unless work being performed requires otherwise.
    (ii) Whenever the equipment is parked, the parking brake shall be 
set. Equipment parked on inclines shall have the wheels chocked and the 
parking brake set.
    (4) The use, care and charging of all batteries shall conform to the 
requirements of subpart K of this part.
    (5) All cab glass shall be safety glass, or equivalent, that 
introduces no visible distortion affecting the safe operation of any 
machine covered by this subpart.
    (6) All equipment covered by this subpart shall comply with the 
requirements of Sec. 1926.550(a)(15) when working or being moved in the 
vicinity of power lines or energized transmitters.
    (7) Rolling railroad cars. Derail and/or bumper blocks shall be 
provided on spur railroad tracks where a rolling car could contact other 
cars being worked, enter a building, work or traffic area.
    (b) Specific requirements. [Reserved]

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35183, June 30, 1993]



Sec. 1926.601  Motor vehicles.

    (a) Coverage. Motor vehicles as covered by this part are those 
vehicles that operate within an off-highway jobsite, not open to public 
traffic. The requirements of this section do not apply to equipment for 
which rules are prescribed in Sec. 1926.602.
    (b) General requirements. (1) All vehicles shall have a service 
brake system, an emergency brake system, and a parking brake system. 
These systems may use common components, and shall be maintained in 
operable condition.
    (2)(i) Whenever visibility conditions warrant additional light, all 
vehicles, or combinations of vehicles, in use shall be equipped with at 
least two headlights and two taillights in operable condition.
    (ii) All vehicles, or combination of vehicles, shall have brake 
lights in operable condition regardless of light conditions.
    (3) All vehicles shall be equipped with an adequate audible warning 
device at the operator's station and in an operable condition.
    (4) No employer shall use any motor vehicle equipment having an 
obstructed view to the rear unless:
    (i) The vehicle has a reverse signal alarm audible above the 
surrounding noise level or:
    (ii) The vehicle is backed up only when an observer signals that it 
is safe to do so.
    (5) All vehicles with cabs shall be equipped with windshields and 
powered wipers. Cracked and broken glass shall be replaced. Vehicles 
operating in areas or under conditions that cause fogging or frosting of 
the windshields shall be equipped with operable defogging or defrosting 
devices.
    (6) All haulage vehicles, whose pay load is loaded by means of 
cranes, power shovels, loaders, or similar equipment, shall have a cab 
shield and/or canopy adequate to protect the operator from shifting or 
falling materials.
    (7) Tools and material shall be secured to prevent movement when 
transported in the same compartment with employees.
    (8) Vehicles used to transport employees shall have seats firmly 
secured and adequate for the number of employees to be carried.
    (9) Seat belts and anchorages meeting the requirements of 49 CFR 
part 571 (Department of Transportation, Federal Motor Vehicle Safety 
Standards) shall be installed in all motor vehicles.
    (10) Trucks with dump bodies shall be equipped with positive means 
of support, permanently attached, and capable of being locked in 
position to prevent accidental lowering of the body while maintenance or 
inspection work is being done.
    (11) Operating levers controlling hoisting or dumping devices on 
haulage bodies shall be equipped with a latch or other device which will 
prevent accidental starting or tripping of the mechanism.
    (12) Trip handles for tailgates of dump trucks shall be so arranged 
that, in dumping, the operator will be in the clear.
    (13) (i) All rubber-tired motor vehicle equipment manufactured on or 
after May 1, 1972, shall be equipped with fenders. All rubber-tired 
motor vehicle equipment manufactured before May 1,

[[Page 371]]

1972, shall be equipped with fenders not later than May 1, 1973.
    (ii) Mud flaps may be used in lieu of fenders whenever motor vehicle 
equipment is not designed for fenders.
    (14) All vehicles in use shall be checked at the beginning of each 
shift to assure that the following parts, equipment, and accessories are 
in safe operating condition and free of apparent damage that could cause 
failure while in use: service brakes, including trailer brake 
connections; parking system (hand brake); emergency stopping system 
(brakes); tires; horn; steering mechanism; coupling devices; seat belts; 
operating controls; and safety devices. All defects shall be corrected 
before the vehicle is placed in service. These requirements also apply 
to equipment such as lights, reflectors, windshield wipers, defrosters, 
fire extinguishers, etc., where such equipment is necessary.



Sec. 1926.602  Material handling equipment.

    (a) Earthmoving equipment; General. (1) These rules apply to the 
following types of earthmoving equipment: scrapers, loaders, crawler or 
wheel tractors, bulldozers, off-highway trucks, graders, agricultural 
and industrial tractors, and similar equipment. The promulgation of 
specific rules for compactors and rubber-tired ``skid-steer'' equipment 
is reserved pending consideration of standards currently being 
developed.
    (2) Seat belts. (i) Seat belts shall be provided on all equipment 
covered by this section and shall meet the requirements of the Society 
of Automotive Engineers, J386-1969, Seat Belts for Construction 
Equipment. Seat belts for agricultural and light industrial tractors 
shall meet the seat belt requirements of Society of Automotive Engineers 
J333a-1970, Operator Protection for Agricultural and Light Industrial 
Tractors.
    (ii) Seat belts need not be provided for equipment which is designed 
only for standup operation.
    (iii) Seat belts need not be provided for equipment which does not 
have roll-over protective structure (ROPS) or adequate canopy 
protection.
    (3) Access roadways and grades. (i) No employer shall move or cause 
to be moved construction equipment or vehicles upon any access roadway 
or grade unless the access roadway or grade is constructed and 
maintained to accommodate safely the movement of the equipment and 
vehicles involved.
    (ii) Every emergency access ramp and berm used by an employer shall 
be constructed to restrain and control runaway vehicles.
    (4) Brakes. All earthmoving equipment mentioned in this Sec. 
1926.602(a) shall have a service braking system capable of stopping and 
holding the equipment fully loaded, as specified in Society of 
Automotive Engineers SAE-J237, Loader Dozer-1971, J236, Graders-1971, 
and J319b, Scrapers-1971. Brake systems for self-propelled rubber-tired 
off-highway equipment manufactured after January 1, 1972 shall meet the 
applicable minimum performance criteria set forth in the following 
Society of Automotive Engineers Recommended Practices:

Self-Propelled Scrapers...................  SAE J319b-1971.
Self-Propelled Graders....................  SAE J236-1971.
Trucks and Wagons.........................  SAE J166-1971.
Front End Loaders and Dozers..............  SAE J237-1971.
 

    (5) Fenders. Pneumatic-tired earth-moving haulage equipment (trucks, 
scrapers, tractors, and trailing units) whose maximum speed exceeds 15 
miles per hour, shall be equipped with fenders on all wheels to meet the 
requirements of Society of Automotive Engineers SAE J321a-1970, Fenders 
for Pneumatic-Tired Earthmoving Haulage Equipment. An employer may, of 
course, at any time seek to show under Sec. 1926.2, that the uncovered 
wheels present no hazard to personnel from flying materials.
    (6) Rollover protective structures (ROPS). See subpart W of this 
part for requirements for rollover protective structures and overhead 
protection.
    (7) Rollover protective structures for off-highway trucks. The 
promulgation of standards for rollover protective structures for off-
highway trucks is reserved pending further study and development.
    (8) Specific effective dates--brakes and fenders. (i) Equipment 
mentioned in paragraph (a)(4) and (5) of this section, and manufactured 
after January 1, 1972, which is used by any employer

[[Page 372]]

after that date, shall comply with the applicable rules prescribed 
therein concerning brakes and fenders. Equipment mentioned in paragraphs 
(a) (4) and (5) of this section, and manufactured before January 1, 
1972, which is used by any employer after that date, shall meet the 
applicable rules prescribed herein not later than June 30, 1973. It 
should be noted that, as permitted under Sec. 1926.2, employers may 
request variations from the applicable brakes and fender standards 
required by this subpart. Employers wishing to seek variations from the 
applicable brakes and fenders rules may submit any requests for 
variations after the publication of this document in the Federal 
Register. Any statements intending to meet the requirements of Sec. 
1926.2(b)(4), should specify how the variation would protect the safety 
of the employees by providing for any compensating restrictions on the 
operation of equipment.
    (ii) Notwithstanding the provisions of paragraphs (a)(5) and 
(a)(8)(i) of this section, the requirement that fenders be installed on 
pneumatic-tired earthmoving haulage equipment, is suspended pending 
reconsideration of the requirement.
    (9) Audible alarms. (i) All bidirectional machines, such as rollers, 
compacters, front-end loaders, bulldozers, and similar equipment, shall 
be equipped with a horn, distinguishable from the surrounding noise 
level, which shall be operated as needed when the machine is moving in 
either direction. The horn shall be maintained in an operative 
condition.
    (ii) No employer shall permit earthmoving or compacting equipment 
which has an obstructed view to the rear to be used in reverse gear 
unless the equipment has in operation a reverse signal alarm 
distinguishable from the surrounding noise level or an employee signals 
that it is safe to do so.
    (10) Scissor points. Scissor points on all front-end loaders, which 
constitute a hazard to the operator during normal operation, shall be 
guarded.
    (b) Excavating and other equipment. (1) Tractors covered in 
paragraph (a) of this section shall have seat belts as required for the 
operators when seated in the normal seating arrangement for tractor 
operation, even though back-hoes, breakers, or other similar attachments 
are used on these machines for excavating or other work.
    (2) For the purposes of this subpart and of subpart N of this part, 
the nomenclatures and descriptions for measurement of dimensions of 
machinery and attachments shall be as described in Society of Automotive 
Engineers 1970 Handbook, pages 1088 through 1103.
    (3) The safety requirements, ratios, or limitations applicable to 
machines or attachment usage covered in Power Crane and Shovel 
Associations Standards No. 1 and No. 2 of 1968, and No. 3 of 1969, shall 
be complied with, and shall apply to cranes, machines, and attachments 
under this part.
    (c) Lifting and hauling equipment (other than equipment covered 
under subpart N of this part). (1) Industrial trucks shall meet the 
requirements of Sec. 1926.600 and the following:
    (i) Lift trucks, stackers, etc., shall have the rated capacity 
clearly posted on the vehicle so as to be clearly visible to the 
operator. When auxiliary removable counterweights are provided by the 
manufacturer, corresponding alternate rated capacities also shall be 
clearly shown on the vehicle. These ratings shall not be exceeded.
    (ii) No modifications or additions which affect the capacity or safe 
operation of the equipment shall be made without the manufacturer's 
written approval. If such modifications or changes are made, the 
capacity, operation, and maintenance instruction plates, tags, or decals 
shall be changed accordingly. In no case shall the original safety 
factor of the equipment be reduced.
    (iii) If a load is lifted by two or more trucks working in unison, 
the proportion of the total load carried by any one truck shall not 
exceed its capacity.
    (iv) Steering or spinner knobs shall not be attached to the steering 
wheel unless the steering mechanism is of a type that prevents road 
reactions from causing the steering handwheel to spin. The steering knob 
shall be mounted within the periphery of the wheel.
    (v) All high lift rider industrial trucks shall be equipped with 
overhead guards which meet the configuration

[[Page 373]]

and structural requirements as defined in paragraph 421 of American 
National Standards Institute B56.1-1969, Safety Standards for Powered 
Industrial Trucks.
    (vi) All industrial trucks in use shall meet the applicable 
requirements of design, construction, stability, inspection, testing, 
maintenance, and operation, as defined in American National Standards 
Institute B56.1-1969, Safety Standards for Powered Industrial Trucks.
    (vii) Unauthorized personnel shall not be permitted to ride on 
powered industrial trucks. A safe place to ride shall be provided where 
riding of trucks is authorized.
    (viii) Whenever a truck is equipped with vertical only, or vertical 
and horizontal controls elevatable with the lifting carriage or forks 
for lifting personnel, the following additional precautions shall be 
taken for the protection of personnel being elevated.
    (A) Use of a safety platform firmly secured to the lifting carriage 
and/or forks.
    (B) Means shall be provided whereby personnel on the platform can 
shut off power to the truck.
    (C) Such protection from falling objects as indicated necessary by 
the operating conditions shall be provided.
    (d) Powered industrial truck operator training.

    Note: The requirements applicable to construction work under this 
paragraph are identical to those set forth at Sec. 1910.178(l) of this 
chapter.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35183, June 30, 1993; 63 FR 66274, Dec. 1, 1998]



Sec. 1926.603  Pile driving equipment.

    (a) General requirements. (1) Boilers and piping systems which are a 
part of, or used with, pile driving equipment shall meet the applicable 
requirements of the American Society of Mechanical Engineers, Power 
Boilers (section I).
    (2) All pressure vessels which are a part of, or used with, pile 
driving equipment shall meet the applicable requirements of the American 
Society of Mechanical Engineers, Pressure Vessels (section VIII).
    (3) Overhead protection, which will not obscure the vision of the 
operator and which meets the requirements of subpart N of this part, 
shall be provided. Protection shall be the equivalent of 2-inch planking 
or other solid material of equivalent strength.
    (4) Stop blocks shall be provided for the leads to prevent the 
hammer from being raised against the head block.
    (5) A blocking device, capable of safely supporting the weight of 
the hammer, shall be provided for placement in the leads under the 
hammer at all times while employees are working under the hammer.
    (6) Guards shall be provided across the top of the head block to 
prevent the cable from jumping out of the sheaves.
    (7) When the leads must be inclined in the driving of batter piles, 
provisions shall be made to stabilize the leads.
    (8) Fixed leads shall be provided with ladder, and adequate rings, 
or similar attachment points, so that the loft worker may engage his 
safety belt lanyard to the leads. If the leads are provided with loft 
platforms(s), such platform(s) shall be protected by standard 
guardrails.
    (9) Steam hose leading to a steam hammer or jet pipe shall be 
securely attached to the hammer with an adequate length of at least \1/
4\-inch diameter chain or cable to prevent whipping in the event the 
joint at the hammer is broken. Air hammer hoses shall be provided with 
the same protection as required for steam lines.
    (10) Safety chains, or equivalent means, shall be provided for each 
hose connection to prevent the line from thrashing around in case the 
coupling becomes disconnected.
    (11) Steam line controls shall consist of two shutoff valves, one of 
which shall be a quick-acting lever type within easy reach of the hammer 
operator.
    (12) Guys, outriggers, thrustouts, or counterbalances shall be 
provided as necessary to maintain stability of pile driver rigs.
    (b) Pile driving from barges and floats. Barges or floats supporting 
pile driving operations shall meet the applicable requirements of Sec. 
1926.605.

[[Page 374]]

    (c) Pile driving equipment. (1) Engineers and winchmen shall accept 
signals only from the designated signalmen.
    (2) All employees shall be kept clear when piling is being hoisted 
into the leads.
    (3) When piles are being driven in an excavated pit, the walls of 
the pit shall be sloped to the angle of repose or sheet-piled and 
braced.
    (4) When steel tube piles are being ``blown out'', employees shall 
be kept well beyond the range of falling materials.
    (5) When it is necessary to cut off the tops of driven piles, pile 
driving operations shall be suspended except where the cutting 
operations are located at least twice the length of the longest pile 
from the driver.
    (6) When driving jacked piles, all access pits shall be provided 
with ladders and bulkheaded curbs to prevent material from falling into 
the pit.



Sec. 1926.604  Site clearing.

    (a) General requirements. (1) Employees engaged in site clearing 
shall be protected from hazards of irritant and toxic plants and 
suitably instructed in the first aid treatment available.
    (2) All equipment used in site clearing operations shall be equipped 
with rollover guards meeting the requirements of this subpart. In 
addition, rider-operated equipment shall be equipped with an overhead 
and rear canopy guard meeting the following requirements:
    (i) The overhead covering on this canopy structure shall be of not 
less than \1/8\-inch steel plate or \1/4\-inch woven wire mesh with 
openings no greater than 1 inch, or equivalent.
    (ii) The opening in the rear of the canopy structure shall be 
covered with not less than \1/4\-inch woven wire mesh with openings no 
greater than 1 inch.
    (b) Specific requirements. [Reserved]



Sec. 1926.605  Marine operations and equipment.

    (a) Material handling operations. (1) Operations fitting the 
definition of ``material handling'' shall be performed in conformance 
with applicable requirements of part 1918, ``Safety and Health 
Regulations for Longshoring'' of this chapter. The term ``longshoring 
operations'' means the loading, unloading, moving, or handling of 
construction materials, equipment and supplies, etc. into, in, on, or 
out of any vessel from a fixed structure or shore-to-vessel, vessel-to-
shore or fixed structure or vessel-to-vessel.
    (b) Access to barges. (1) Ramps for access of vehicles to or between 
barges shall be of adequate strength, provided with side boards, well 
maintained, and properly secured.
    (2) Unless employees can step safely to or from the wharf, float, 
barge, or river towboat, either a ramp, meeting the requirements of 
paragraph (b)(1) of this section, or a safe walkway, shall be provided.
    (3) Jacob's ladders shall be of the double rung or flat tread type. 
They shall be well maintained and properly secured.
    (4) A Jacob's ladder shall either hang without slack from its 
lashings or be pulled up entirely.
    (5) When the upper end of the means of access rests on or is flush 
with the top of the bulwark, substantial steps properly secured and 
equipped with at least one substantial hand rail approximately 33 inches 
in height, shall be provided between the top of the bulwark and the 
deck.
    (6) Obstructions shall not be laid on or across the gangway.
    (7) The means of access shall be adequately illuminated for its full 
length.
    (8) Unless the structure makes it impossible, the means of access 
shall be so located that the load will not pass over employees.
    (c) Working surfaces of barges. (1) Employees shall not be permitted 
to walk along the sides of covered lighters or barges with coamings more 
than 5 feet high, unless there is a 3-foot clear walkway, or a grab 
rail, or a taut handline is provided.
    (2) Decks and other working surfaces shall be maintained in a safe 
condition.
    (3) Employees shall not be permitted to pass fore and aft, over, or 
around deckloads, unless there is a safe passage.
    (4) Employees shall not be permitted to walk over deckloads from 
rail to coaming unless there is a safe passage.

[[Page 375]]

If it is necessary to stand at the outboard or inboard edge of the 
deckload where less than 24 inches of bulwark, rail, coaming, or other 
protection exists, all employees shall be provided with a suitable means 
of protection against falling from the deckload.
    (d) First-aid and lifesaving equipment. (1) Provisions for rendering 
first aid and medical assistance shall be in accordance with subpart D 
of this part.
    (2) The employer shall ensure that there is in the vicinity of each 
barge in use at least one U.S. Coast Guard-approved 30-inch lifering 
with not less than 90 feet of line attached, and at least one portable 
or permanent ladder which will reach the top of the apron to the surface 
of the water. If the above equipment is not available at the pier, the 
employer shall furnish it during the time that he is working the barge.
    (3) Employees walking or working on the unguarded decks of barges 
shall be protected with U.S. Coast Guard-approved work vests or buoyant 
vests.
    (e) Commercial diving operations. Commercial diving operations shall 
be subject to subpart T of part 1910, Sec. Sec. 1910.401-1910.441, of 
this chapter.

[39 FR 22801, June 24, 1974, as amended at 42 FR 37674, July 22, 1977]



Sec. 1926.606  Definitions applicable to this subpart.

    (a) Apron--The area along the waterfront edge of the pier or wharf.
    (b) Bulwark--The side of a ship above the upper deck.
    (c) Coaming--The raised frame, as around a hatchway in the deck, to 
keep out water.
    (d) Jacob's ladder--A marine ladder of rope or chain with wooden or 
metal rungs.
    (e) Rail, for the purpose of Sec. 1926.605, means a light structure 
serving as a guard at the outer edge of a ship's deck.



                          Subpart P_Excavations

    Authority: Sec. 107, Contract Worker Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); Secs. 4, 6, 8, Occupational 
Safety and Hea1th Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of 
Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), or 9-83 (48 FR 
35736), as applicable, and 29 CFR part 1911.

    Source: 54 FR 45959, Oct. 31, 1989, unless otherwise noted.



Sec. 1926.650  Scope, application, and definitions applicable to this subpart.

    (a) Scope and application. This subpart applies to all open 
excavations made in the earth's surface. Excavations are defined to 
include trenches.
    (b) Definitions applicable to this subpart.
    Accepted engineering practices means those requirements which are 
compatible with standards of practice required by a registered 
professional engineer.
    Aluminum Hydraulic Shoring means a pre-engineered shoring system 
comprised of aluminum hydraulic cylinders (crossbraces) used in 
conjunction with vertical rails (uprights) or horizontal rails (walers). 
Such system is designed, specifically to support the sidewalls of an 
excavation and prevent cave-ins.
    Bell-bottom pier hole means a type of shaft or footing excavation, 
the bottom of which is made larger than the cross section above to form 
a belled shape.
    Benching (Benching system) means a method of protecting employees 
from cave-ins by excavating the sides of an excavation to form one or a 
series of horizontal levels or steps, usually with vertical or near-
vertical surfaces between levels.
    Cave-in means the separation of a mass of soil or rock material from 
the side of an excavation, or the loss of soil from under a trench 
shield or support system, and its sudden movement into the excavation, 
either by falling or sliding, in sufficient quantity so that it could 
entrap, bury, or otherwise injure and immobilize a person.
    Competent person means one who is capable of identifying existing 
and predictable hazards in the surroundings, or working conditions which 
are unsanitary, hazardous, or dangerous to employees, and who has 
authorization to take prompt corrective measures to eliminate them.
    Cross braces mean the horizontal members of a shoring system 
installed perpendicular to the sides of the excavation, the ends of 
which bear against either uprights or wales.

[[Page 376]]

    Excavation means any man-made cut, cavity, trench, or depression in 
an earth surface, formed by earth removal.
    Faces or sides means the vertical or inclined earth surfaces formed 
as a result of excavation work.
    Failure means the breakage, displacement, or permanent deformation 
of a structural member or connection so as to reduce its structural 
integrity and its supportive capabilities.
    Hazardous atmosphere means an atmosphere which by reason of being 
explosive, flammable, poisonous, corrosive, oxidizing, irritating, 
oxygen deficient, toxic, or otherwise harmful, may cause death, illness, 
or injury.
    Kickout means the accidental release or failure of a cross brace.
    Protective system means a method of protecting employees from cave-
ins, from material that could fall or roll from an excavation face or 
into an excavation, or from the collapse of adjacent structures. 
Protective systems include support systems, sloping and benching 
systems, shield systems, and other systems that provide the necessary 
protection.
    Ramp means an inclined walking or working surface that is used to 
gain access to one point from another, and is constructed from earth or 
from structural materials such as steel or wood.
    Registered Professional Engineer means a person who is registered as 
a professional engineer in the state where the work is to be performed. 
However, a professional engineer, registered in any state is deemed to 
be a ``registered professional engineer'' within the meaning of this 
standard when approving designs for ``manufactured protective systems'' 
or ``tabulated data'' to be used in interstate commerce.
    Sheeting means the members of a shoring system that retain the earth 
in position and in turn are supported by other members of the shoring 
system.
    Shield (Shield system) means a structure that is able to withstand 
the forces imposed on it by a cave-in and thereby protect employees 
within the structure. Shields can be permanent structures or can be 
designed to be portable and moved along as work progresses. 
Additionally, shields can be either premanufactured or job-built in 
accordance with Sec. 1926.652 (c)(3) or (c)(4). Shields used in 
trenches are usually referred to as ``trench boxes'' or ``trench 
shields.''
    Shoring (Shoring system) means a structure such as a metal 
hydraulic, mechanical or timber shoring system that supports the sides 
of an excavation and which is designed to prevent cave-ins.
    Sides. See ``Faces.''
    Sloping (Sloping system) means a method of protecting employees from 
cave-ins by excavating to form sides of an excavation that are inclined 
away from the excavation so as to prevent cave-ins. The angle of incline 
required to prevent a cave-in varies with differences in such factors as 
the soil type, environmental conditions of exposure, and application of 
surcharge loads.
    Stable rock means natural solid mineral material that can be 
excavated with vertical sides and will remain intact while exposed. 
Unstable rock is considered to be stable when the rock material on the 
side or sides of the excavation is secured against caving-in or movement 
by rock bolts or by another protective system that has been designed by 
a registered professional engineer.
    Structural ramp means a ramp built of steel or wood, usually used 
for vehicle access. Ramps made of soil or rock are not considered 
structural ramps.
    Support system means a structure such as underpinning, bracing, or 
shoring, which provides support to an adjacent structure, underground 
installation, or the sides of an excavation.
    Tabulated data means tables and charts approved by a registered 
professional engineer and used to design and construct a protective 
system.
    Trench (Trench excavation) means a narrow excavation (in relation to 
its length) made below the surface of the ground. In general, the depth 
is greater than the width, but the width of a trench (measured at the 
bottom) is not greater than 15 feet (4.6 m). If forms or other 
structures are installed or constructed in an excavation so as to reduce 
the dimension measured from the forms or structure to the side of the 
excavation to 15 feet (4.6 m) or less

[[Page 377]]

(measured at the bottom of the excavation), the excavation is also 
considered to be a trench.
    Trench box. See ``Shield.''
    Trench shield. See ``Shield.''
    Uprights means the vertical members of a trench shoring system 
placed in contact with the earth and usually positioned so that 
individual members do not contact each other. Uprights placed so that 
individual members are closely spaced, in contact with or interconnected 
to each other, are often called ``sheeting.''
    Wales means horizontal members of a shoring system placed parallel 
to the excavation face whose sides bear against the vertical members of 
the shoring system or earth.



Sec. 1926.651  Specific excavation requirements.

    (a) Surface encumbrances. All surface encumbrances that are located 
so as to create a hazard to employees shall be removed or supported, as 
necessary, to safeguard employees.
    (b) Underground installations. (1) The estimated location of utility 
installations, such as sewer, telephone, fuel, electric, water lines, or 
any other underground installations that reasonably may be expected to 
be encountered during excavation work, shall be determined prior to 
opening an excavation.
    (2) Utility companies or owners shall be contacted within 
established or customary local response times, advised of the proposed 
work, and asked to establish the location of the utility underground 
installations prior to the start of actual excavation. When utility 
companies or owners cannot respond to a request to locate underground 
utility installations within 24 hours (unless a longer period is 
required by state or local law), or cannot establish the exact location 
of these installations, the employer may proceed, provided the employer 
does so with caution, and provided detection equipment or other 
acceptable means to locate utility installations are used.
    (3) When excavation operations approach the estimated location of 
underground installations, the exact location of the installations shall 
be determined by safe and acceptable means.
    (4) While the excavation is open, underground installations shall be 
protected, supported or removed as necessary to safeguard employees.
    (c) Access and egress--(1) Structural ramps. (i) Structural ramps 
that are used solely by employees as a means of access or egress from 
excavations shall be designed by a competent person. Structural ramps 
used for access or egress of equipment shall be designed by a competent 
person qualified in structural design, and shall be constructed in 
accordance with the design.
    (ii) Ramps and runways constructed of two or more structural members 
shall have the structural members connected together to prevent 
displacement.
    (iii) Structural members used for ramps and runways shall be of 
uniform thickness.
    (iv) Cleats or other appropriate means used to connect runway 
structural members shall be attached to the bottom of the runway or 
shall be attached in a manner to prevent tripping.
    (v) Structural ramps used in lieu of steps shall be provided with 
cleats or other surface treatments on the top surface to prevent 
slipping.
    (2) Means of egress from trench excavations. A stairway, ladder, 
ramp or other safe means of egress shall be located in trench 
excavations that are 4 feet (1.22 m) or more in depth so as to require 
no more than 25 feet (7.62 m) of lateral travel for employees.
    (d) Exposure to vehicular traffic. Employees exposed to public 
vehicular traffic shall be provided with, and shall wear, warning vests 
or other suitable garments marked with or made of reflectorized or high-
visibility material.
    (e) Exposure to falling loads. No employee shall be permitted 
underneath loads handled by lifting or digging equipment. Employees 
shall be required to stand away from any vehicle being loaded or 
unloaded to avoid being struck by any spillage or falling materials. 
Operators may remain in the cabs of vehicles being loaded or unloaded 
when the vehicles are equipped, in accordance with Sec. 1926.601(b)(6), 
to provide adequate protection for the operator during loading and 
unloading operations.

[[Page 378]]

    (f) Warning system for mobile equipment. When mobile equipment is 
operated adjacent to an excavation, or when such equipment is required 
to approach the edge of an excavation, and the operator does not have a 
clear and direct view of the edge of the excavation, a warning system 
shall be utilized such as barricades, hand or mechanical signals, or 
stop logs. If possible, the grade should be away from the excavation.
    (g) Hazardous atmospheres--(1) Testing and controls. In addition to 
the requirements set forth in subparts D and E of this part (29 CFR 
1926.50-1926.107) to prevent exposure to harmful levels of atmospheric 
contaminants and to assure acceptable atmospheric conditions, the 
following requirements shall apply:
    (i) Where oxygen deficiency (atmospheres containing less than 19.5 
percent oxygen) or a hazardous atmosphere exists or could reasonably be 
expected to exist, such as in excavations in landfill areas or 
excavations in areas where hazardous substances are stored nearby, the 
atmospheres in the excavation shall be tested before employees enter 
excavations greater than 4 feet (1.22 m) in depth.
    (ii) Adequate precautions shall be taken to prevent employee 
exposure to atmospheres containing less than 19.5 percent oxygen and 
other hazardous atmospheres. These precautions include providing proper 
respiratory protection or ventilation in accordance with subparts D and 
E of this part respectively.
    (iii) Adequate precaution shall be taken such as providing 
ventilation, to prevent employee exposure to an atmosphere containing a 
concentration of a flammable gas in excess of 20 percent of the lower 
flammable limit of the gas.
    (iv) When controls are used that are intended to reduce the level of 
atmospheric contaminants to acceptable levels, testing shall be 
conducted as often as necessary to ensure that the atmosphere remains 
safe.
    (2) Emergency rescue equipment. (i) Emergency rescue equipment, such 
as breathing apparatus, a safety harness and line, or a basket 
stretcher, shall be readily available where hazardous atmospheric 
conditions exist or may reasonably be expected to develop during work in 
an excavation. This equipment shall be attended when in use.
    (ii) Employees entering bell-bottom pier holes, or other similar 
deep and confined footing excavations, shall wear a harness with a life-
line securely attached to it. The lifeline shall be separate from any 
line used to handle materials, and shall be individually attended at all 
times while the employee wearing the lifeline is in the excavation.
    (h) Protection from hazards associated with water accumulation. (1) 
Employees shall not work in excavations in which there is accumulated 
water, or in excavations in which water is accumulating, unless adequate 
precautions have been taken to protect employees against the hazards 
posed by water accumulation. The precautions necessary to protect 
employees adequately vary with each situation, but could include special 
support or shield systems to protect from cave-ins, water removal to 
control the level of accumulating water, or use of a safety harness and 
lifeline.
    (2) If water is controlled or prevented from accumulating by the use 
of water removal equipment, the water removal equipment and operations 
shall be monitored by a competent person to ensure proper operation.
    (3) If excavation work interrupts the natural drainage of surface 
water (such as streams), diversion ditches, dikes, or other suitable 
means shall be used to prevent surface water from entering the 
excavation and to provide adequate drainage of the area adjacent to the 
excavation. Excavations subject to runoff from heavy rains will require 
an inspection by a competent person and compliance with paragraphs 
(h)(1) and (h)(2) of this section.
    (i) Stability of adjacent structures. (1) Where the stability of 
adjoining buildings, walls, or other structures is endangered by 
excavation operations, support systems such as shoring, bracing, or 
underpinning shall be provided to ensure the stability of such 
structures for the protection of employees.
    (2) Excavation below the level of the base or footing of any 
foundation or retaining wall that could be reasonably

[[Page 379]]

expected to pose a hazard to employees shall not be permitted except 
when:
    (i) A support system, such as underpinning, is provided to ensure 
the safety of employees and the stability of the structure; or
    (ii) The excavation is in stable rock; or
    (iii) A registered professional engineer has approved the 
determination that the structure is sufficently removed from the 
excavation so as to be unaffected by the excavation activity; or
    (iv) A registered professional engineer has approved the 
determination that such excavation work will not pose a hazard to 
employees.
    (3) Sidewalks, pavements, and appurtenant structure shall not be 
undermined unless a support system or another method of protection is 
provided to protect employees from the possible collapse of such 
structures.
    (j) Protection of employees from loose rock or soil. (1) Adequate 
protection shall be provided to protect employees from loose rock or 
soil that could pose a hazard by falling or rolling from an excavation 
face. Such protection shall consist of scaling to remove loose material; 
installation of protective barricades at intervals as necessary on the 
face to stop and contain falling material; or other means that provide 
equivalent protection.
    (2) Employees shall be protected from excavated or other materials 
or equipment that could pose a hazard by falling or rolling into 
excavations. Protection shall be provided by placing and keeping such 
materials or equipment at least 2 feet (.61 m) from the edge of 
excavations, or by the use of retaining devices that are sufficient to 
prevent materials or equipment from falling or rolling into excavations, 
or by a combination of both if necessary.
    (k) Inspections. (1) Daily inspections of excavations, the adjacent 
areas, and protective systems shall be made by a competent person for 
evidence of a situation that could result in possible cave-ins, 
indications of failure of protective systems, hazardous atmospheres, or 
other hazardous conditions. An inspection shall be conducted by the 
competent person prior to the start of work and as needed throughout the 
shift. Inspections shall also be made after every rainstorm or other 
hazard increasing occurrence. These inspections are only required when 
employee exposure can be reasonably anticipated.
    (2) Where the competent person finds evidence of a situation that 
could result in a possible cave-in, indications of failure of protective 
systems, hazardous atmospheres, or other hazardous conditions, exposed 
employees shall be removed from the hazardous area until the necessary 
precautions have been taken to ensure their safety.
    (l) Walkways shall be provided where employees or equipment are 
required or permitted to cross over excavations. Guardrails which comply 
with Sec. 1926.502(b) shall be provided where walkways are 6 feet (1.8 
m) or more above lower levels.

[54 FR 45959, Oct. 31, 1989, as amended by 59 FR 40730, Aug. 9, 1994]



Sec. 1926.652  Requirements for protective systems.

    (a) Protection of employees in excavations. (1) Each employee in an 
excavation shall be protected from cave-ins by an adequate protective 
system designed in accordance with paragraph (b) or (c) of this section 
except when:
    (i) Excavations are made entirely in stable rock; or
    (ii) Excavations are less than 5 feet (1.52m) in depth and 
examination of the ground by a competent person provides no indication 
of a potential cave-in.
    (2) Protective systems shall have the capacity to resist without 
failure all loads that are intended or could reasonably be expected to 
be applied or transmitted to the system.
    (b) Design of sloping and benching systems. The slopes and 
configurations of sloping and benching systems shall be selected and 
constructed by the employer or his designee and shall be in accordance 
with the requirements of paragraph (b)(1); or, in the alternative, 
paragraph (b)(2); or, in the alternative, paragraph (b)(3), or, in the 
alternative, paragraph (b)(4), as follows:
    (1) Option (1)--Allowable configurations and slopes. (i) Excavations 
shall be sloped at an angle not steeper than one and one-half horizontal 
to one vertical

[[Page 380]]

(34 degrees measured from the horizontal), unless the employer uses one 
of the other options listed below.
    (ii) Slopes specified in paragraph (b)(1)(i) of this section, shall 
be excavated to form configurations that are in accordance with the 
slopes shown for Type C soil in Appendix B to this subpart.
    (2) Option (2)--Determination of slopes and configurations using 
Appendices A and B. Maximum allowable slopes, and allowable 
configurations for sloping and benching systems, shall be determined in 
accordance with the conditions and requirements set forth in appendices 
A and B to this subpart.
    (3) Option (3)--Designs using other tabulated data. (i) Designs of 
sloping or benching systems shall be selected from and be in accordance 
with tabulated data, such as tables and charts.
    (ii) The tabulated data shall be in written form and shall include 
all of the following:
    (A) Identification of the parameters that affect the selection of a 
sloping or benching system drawn from such data;
    (B) Identification of the limits of use of the data, to include the 
magnitude and configuration of slopes determined to be safe;
    (C) Explanatory information as may be necessary to aid the user in 
making a correct selection of a protective system from the data.
    (iii) At least one copy of the tabulated data which identifies the 
registered professional engineer who approved the data, shall be 
maintained at the jobsite during construction of the protective system. 
After that time the data may be stored off the jobsite, but a copy of 
the data shall be made available to the Secretary upon request.
    (4) Option (4)--Design by a registered professional engineer. (i) 
Sloping and benching systems not utilizing Option (1) or Option (2) or 
Option (3) under paragraph (b) of this section shall be approved by a 
registered professional engineer.
    (ii) Designs shall be in written form and shall include at least the 
following:
    (A) The magnitude of the slopes that were determined to be safe for 
the particular project;
    (B) The configurations that were determined to be safe for the 
particular project; and
    (C) The identity of the registered professional engineer approving 
the design.
    (iii) At least one copy of the design shall be maintained at the 
jobsite while the slope is being constructed. After that time the design 
need not be at the jobsite, but a copy shall be made available to the 
Secretary upon request.
    (c) Design of support systems, shield systems, and other protective 
systems. Designs of support systems shield systems, and other protective 
systems shall be selected and constructed by the employer or his 
designee and shall be in accordance with the requirements of paragraph 
(c)(1); or, in the alternative, paragraph (c)(2); or, in the 
alternative, paragraph (c)(3); or, in the alternative, paragraph (c)(4) 
as follows:
    (1) Option (1)--Designs using appendices A, C and D. Designs for 
timber shoring in trenches shall be determined in accordance with the 
conditions and requirements set forth in appendices A and C to this 
subpart. Designs for aluminum hydraulic shoring shall be in accordance 
with paragraph (c)(2) of this section, but if manufacturer's tabulated 
data cannot be utilized, designs shall be in accordance with appendix D.
    (2) Option (2)--Designs Using Manufacturer's Tabulated Data. (i) 
Design of support systems, shield systems, or other protective systems 
that are drawn from manufacturer's tabulated data shall be in accordance 
with all specifications, recommendations, and limitations issued or made 
by the manufacturer.
    (ii) Deviation from the specifications, recommendations, and 
limitations issued or made by the manufacturer shall only be allowed 
after the manufacturer issues specific written approval.
    (iii) Manufacturer's specifications, recommendations, and 
limitations, and manufacturer's approval to deviate from the 
specifications, recommendations, and limitations shall be in written 
form at the jobsite during construction of the protective system. After 
that time this data may be stored off the jobsite, but a copy shall

[[Page 381]]

be made available to the Secretary upon request.
    (3) Option (3)--Designs using other tabulated data. (i) Designs of 
support systems, shield systems, or other protective systems shall be 
selected from and be in accordance with tabulated data, such as tables 
and charts.
    (ii) The tabulated data shall be in written form and include all of 
the following:
    (A) Identification of the parameters that affect the selection of a 
protective system drawn from such data;
    (B) Identification of the limits of use of the data;
    (C) Explanatory information as may be necessary to aid the user in 
making a correct selection of a protective system from the data.
    (iii) At least one copy of the tabulated data, which identifies the 
registered professional engineer who approved the data, shall be 
maintained at the jobsite during construction of the protective system. 
After that time the data may be stored off the jobsite, but a copy of 
the data shall be made available to the Secretary upon request.
    (4) Option (4)--Design by a registered professional engineer. (i) 
Support systems, shield systems, and other protective systems not 
utilizing Option 1, Option 2 or Option 3, above, shall be approved by a 
registered professional engineer.
    (ii) Designs shall be in written form and shall include the 
following:
    (A) A plan indicating the sizes, types, and configurations of the 
materials to be used in the protective system; and
    (B) The identity of the registered professional engineer approving 
the design.
    (iii) At least one copy of the design shall be maintained at the 
jobsite during construction of the protective system. After that time, 
the design may be stored off the jobsite, but a copy of the design shall 
be made available to the Secretary upon request.
    (d) Materials and equipment. (1) Materials and equipment used for 
protective systems shall be free from damage or defects that might 
impair their proper function.
    (2) Manufactured materials and equipment used for protective systems 
shall be used and maintained in a manner that is consistent with the 
recommendations of the manufacturer, and in a manner that will prevent 
employee exposure to hazards.
    (3) When material or equipment that is used for protective systems 
is damaged, a competent person shall examine the material or equipment 
and evaluate its suitability for continued use. If the competent person 
cannot assure the material or equipment is able to support the intended 
loads or is otherwise suitable for safe use, then such material or 
equipment shall be removed from service, and shall be evaluated and 
approved by a registered professional engineer before being returned to 
service.
    (e) Installation and removal of support--(1) General. (i) Members of 
support systems shall be securely connected together to prevent sliding, 
falling, kickouts, or other predictable failure.
    (ii) Support systems shall be installed and removed in a manner that 
protects employees from cave-ins, structural collapses, or from being 
struck by members of the support system.
    (iii) Individual members of support systems shall not be subjected 
to loads exceeding those which those members were designed to withstand.
    (iv) Before temporary removal of individual members begins, 
additional precautions shall be taken to ensure the safety of employees, 
such as installing other structural members to carry the loads imposed 
on the support system.
    (v) Removal shall begin at, and progress from, the bottom of the 
excavation. Members shall be released slowly so as to note any 
indication of possible failure of the remaining members of the structure 
or possible cave-in of the sides of the excavation.
    (vi) Backfilling shall progress together with the removal of support 
systems from excavations.
    (2) Additional requirements for support systems for trench 
excavations. (i) Excavation of material to a level no greater than 2 
feet (.61 m) below the bottom of the members of a support system shall 
be permitted, but only if the system is designed to resist the forces 
calculated for the full depth of the trench, and

[[Page 382]]

there are no indications while the trench is open of a possible loss of 
soil from behind or below the bottom of the support system.
    (ii) Installation of a support system shall be closely coordinated 
with the excavation of trenches.
    (f) Sloping and benching systems. Employees shall not be permitted 
to work on the faces of sloped or benched excavations at levels above 
other employees except when employees at the lower levels are adequately 
protected from the hazard of falling, rolling, or sliding material or 
equipment.
    (g) Shield systems--(1) General. (i) Shield systems shall not be 
subjected to loads exceeding those which the system was designed to 
withstand.
    (ii) Shields shall be installed in a manner to restrict lateral or 
other hazardous movement of the shield in the event of the application 
of sudden lateral loads.
    (iii) Employees shall be protected from the hazard of cave-ins when 
entering or exiting the areas protected by shields.
    (iv) Employees shall not be allowed in shields when shields are 
being installed, removed, or moved vertically.
    (2) Additional requirement for shield systems used in trench 
excavations. Excavations of earth material to a level not greater than 2 
feet (.61 m) below the bottom of a shield shall be permitted, but only 
if the shield is designed to resist the forces calculated for the full 
depth of the trench, and there are no indications while the trench is 
open of a possible loss of soil from behind or below the bottom of the 
shield.



     Sec. Appendix A to Subpart P of Part 1926--Soil Classification

    (a) Scope and application--(1) Scope. This appendix describes a 
method of classifying soil and rock deposits based on site and 
environmental conditions, and on the structure and composition of the 
earth deposits. The appendix contains definitions, sets forth 
requirements, and describes acceptable visual and manual tests for use 
in classifying soils.
    (2) Application. This appendix applies when a sloping or benching 
system is designed in accordance with the requirements set forth in 
Sec. 1926.652(b)(2) as a method of protection for employees from cave-
ins. This appendix also applies when timber shoring for excavations is 
designed as a method of protection from cave-ins in accordance with 
appendix C to subpart P of part 1926, and when aluminum hydraulic 
shoring is designed in accordance with appendix D. This Appendix also 
applies if other protective systems are designed and selected for use 
from data prepared in accordance with the requirements set forth in 
Sec. 1926.652(c), and the use of the data is predicated on the use of 
the soil classification system set forth in this appendix.
    (b) Definitions. The definitions and examples given below are based 
on, in whole or in part, the following: American Society for Testing 
Materials (ASTM) Standards D653-85 and D2488; The Unified Soils 
Classification System, The U.S. Department of Agriculture (USDA) 
Textural Classification Scheme; and The National Bureau of Standards 
Report BSS-121.
    Cemented soil means a soil in which the particles are held together 
by a chemical agent, such as calcium carbonate, such that a hand-size 
sample cannot be crushed into powder or individual soil particles by 
finger pressure.
    Cohesive soil means clay (fine grained soil), or soil with a high 
clay content, which has cohesive strength. Cohesive soil does not 
crumble, can be excavated with vertical sideslopes, and is plastic when 
moist. Cohesive soil is hard to break up when dry, and exhibits 
significant cohesion when submerged. Cohesive soils include clayey silt, 
sandy clay, silty clay, clay and organic clay.
    Dry soil means soil that does not exhibit visible signs of moisture 
content.
    Fissured means a soil material that has a tendency to break along 
definite planes of fracture with little resistance, or a material that 
exhibits open cracks, such as tension cracks, in an exposed surface.
    Granular soil means gravel, sand, or silt, (coarse grained soil) 
with little or no clay content. Granular soil has no cohesive strength. 
Some moist granular soils exhibit apparent cohesion. Granular soil 
cannot be molded when moist and crumbles easily when dry.
    Layered system means two or more distinctly different soil or rock 
types arranged in layers. Micaceous seams or weakened planes in rock or 
shale are considered layered.
    Moist soil means a condition in which a soil looks and feels damp. 
Moist cohesive soil can easily be shaped into a ball and rolled into 
small diameter threads before crumbling. Moist granular soil that 
contains some cohesive material will exhibit signs of cohesion between 
particles.
    Plastic means a property of a soil which allows the soil to be 
deformed or molded without cracking, or appreciable volume change.
    Saturated soil means a soil in which the voids are filled with 
water. Saturation does not require flow. Saturation, or near saturation, 
is necessary for the proper use of instruments such as a pocket 
penetrometer or sheer vane.

[[Page 383]]

    Soil classification system means, for the purpose of this subpart, a 
method of categorizing soil and rock deposits in a hierarchy of Stable 
Rock, Type A, Type B, and Type C, in decreasing order of stability. The 
categories are determined based on an analysis of the properties and 
performance characteristics of the deposits and the environmental 
conditions of exposure.
    Stable rock means natural solid mineral matter that can be excavated 
with vertical sides and remain intact while exposed.
    Submerged soil means soil which is underwater or is free seeping.
    Type A means cohesive soils with an unconfined compressive strength 
of 1.5 ton per square foot (tsf) (144 kPa) or greater. Examples of 
cohesive soils are: clay, silty clay, sandy clay, clay loam and, in some 
cases, silty clay loam and sandy clay loam. Cemented soils such as 
caliche and hardpan are also considered Type A. However, no soil is Type 
A if:
    (i) The soil is fissured; or
    (ii) The soil is subject to vibration from heavy traffic, pile 
driving, or similar effects; or
    (iii) The soil has been previously disturbed; or
    (iv) The soil is part of a sloped, layered system where the layers 
dip into the excavation on a slope of four horizontal to one vertical 
(4H:1V) or greater; or
    (v) The material is subject to other factors that would require it 
to be classified as a less stable material.
    Type B means:
    (i) Cohesive soil with an unconfined compressive strength greater 
than 0.5 tsf (48 kPa) but less than 1.5 tsf (144 kPa); or
    (ii) Granular cohesionless soils including: angular gravel (similar 
to crushed rock), silt, silt loam, sandy loam and, in some cases, silty 
clay loam and sandy clay loam.
    (iii) Previously disturbed soils except those which would otherwise 
be classed as Type C soil.
    (iv) Soil that meets the unconfined compressive strength or 
cementation requirements for Type A, but is fissured or subject to 
vibration; or
    (v) Dry rock that is not stable; or
    (vi) Material that is part of a sloped, layered system where the 
layers dip into the excavation on a slope less steep than four 
horizontal to one vertical (4H:1V), but only if the material would 
otherwise be classified as Type B.
    Type C means:
    (i) Cohesive soil with an unconfined compressive strength of 0.5 tsf 
(48 kPa) or less; or
    (ii) Granular soils including gravel, sand, and loamy sand; or
    (iii) Submerged soil or soil from which water is freely seeping; or
    (iv) Submerged rock that is not stable, or
    (v) Material in a sloped, layered system where the layers dip into 
the excavation or a slope of four horizontal to one vertical (4H:1V) or 
steeper.
    Unconfined compressive strength means the load per unit area at 
which a soil will fail in compression. It can be determined by 
laboratory testing, or estimated in the field using a pocket 
penetrometer, by thumb penetration tests, and other methods.
    Wet soil means soil that contains significantly more moisture than 
moist soil, but in such a range of values that cohesive material will 
slump or begin to flow when vibrated. Granular material that would 
exhibit cohesive properties when moist will lose those cohesive 
properties when wet.
    (c) Requirements--(1) Classification of soil and rock deposits. Each 
soil and rock deposit shall be classified by a competent person as 
Stable Rock, Type A, Type B, or Type C in accordance with the 
definitions set forth in paragraph (b) of this appendix.
    (2) Basis of classification. The classification of the deposits 
shall be made based on the results of at least one visual and at least 
one manual analysis. Such analyses shall be conducted by a competent 
person using tests described in paragraph (d) below, or in other 
recognized methods of soil classification and testing such as those 
adopted by the America Society for Testing Materials, or the U.S. 
Department of Agriculture textural classification system.
    (3) Visual and manual analyses. The visual and manual analyses, such 
as those noted as being acceptable in paragraph (d) of this appendix, 
shall be designed and conducted to provide sufficient quantitative and 
qualitative information as may be necessary to identify properly the 
properties, factors, and conditions affecting the classification of the 
deposits.
    (4) Layered systems. In a layered system, the system shall be 
classified in accordance with its weakest layer. However, each layer may 
be classified individually where a more stable layer lies under a less 
stable layer.
    (5) Reclassification. If, after classifying a deposit, the 
properties, factors, or conditions affecting its classification change 
in any way, the changes shall be evaluated by a competent person. The 
deposit shall be reclassified as necessary to reflect the changed 
circumstances.
    (d) Acceptable visual and manual tests--(1) Visual tests. Visual 
analysis is conducted to determine qualitative information regarding the 
excavation site in general, the soil adjacent to the excavation, the 
soil forming the sides of the open excavation, and the soil taken as 
samples from excavated material.
    (i) Observe samples of soil that are excavated and soil in the sides 
of the excavation. Estimate the range of particle sizes and the relative 
amounts of the particle sizes. Soil that is primarily composed of fine-
grained

[[Page 384]]

material is cohesive material. Soil composed primarily of coarse-grained 
sand or gravel is granular material.
    (ii) Observe soil as it is excavated. Soil that remains in clumps 
when excavated is cohesive. Soil that breaks up easily and does not stay 
in clumps is granular.
    (iii) Observe the side of the opened excavation and the surface area 
adjacent to the excavation. Crack-like openings such as tension cracks 
could indicate fissured material. If chunks of soil spall off a vertical 
side, the soil could be fissured. Small spalls are evidence of moving 
ground and are indications of potentially hazardous situations.
    (iv) Observe the area adjacent to the excavation and the excavation 
itself for evidence of existing utility and other underground 
structures, and to identify previously disturbed soil.
    (v) Observe the opened side of the excavation to identify layered 
systems. Examine layered systems to identify if the layers slope toward 
the excavation. Estimate the degree of slope of the layers.
    (vi) Observe the area adjacent to the excavation and the sides of 
the opened excavation for evidence of surface water, water seeping from 
the sides of the excavation, or the location of the level of the water 
table.
    (vii) Observe the area adjacent to the excavation and the area 
within the excavation for sources of vibration that may affect the 
stability of the excavation face.
    (2) Manual tests. Manual analysis of soil samples is conducted to 
determine quantitative as well as qualitative properties of soil and to 
provide more information in order to classify soil properly.
    (i) Plasticity. Mold a moist or wet sample of soil into a ball and 
attempt to roll it into threads as thin as \1/8\-inch in diameter. 
Cohesive material can be successfully rolled into threads without 
crumbling. For example, if at least a two inch (50 mm) length of \1/8\-
inch thread can be held on one end without tearing, the soil is 
cohesive.
    (ii) Dry strength. If the soil is dry and crumbles on its own or 
with moderate pressure into individual grains or fine powder, it is 
granular (any combination of gravel, sand, or silt). If the soil is dry 
and falls into clumps which break up into smaller clumps, but the 
smaller clumps can only be broken up with difficulty, it may be clay in 
any combination with gravel, sand or silt. If the dry soil breaks into 
clumps which do not break up into small clumps and which can only be 
broken with difficulty, and there is no visual indication the soil is 
fissured, the soil may be considered unfissured.
    (iii) Thumb penetration. The thumb penetration test can be used to 
estimate the unconfined compressive strength of cohesive soils. (This 
test is based on the thumb penetration test described in American 
Society for Testing and Materials (ASTM) Standard designation D2488--
``Standard Recommended Practice for Description of Soils (Visual--Manual 
Procedure).'') Type A soils with an unconfined compressive strength of 
1.5 tsf can be readily indented by the thumb; however, they can be 
penetrated by the thumb only with very great effort. Type C soils with 
an unconfined compressive strength of 0.5 tsf can be easily penetrated 
several inches by the thumb, and can be molded by light finger pressure. 
This test should be conducted on an undisturbed soil sample, such as a 
large clump of spoil, as soon as practicable after excavation to keep to 
a miminum the effects of exposure to drying influences. If the 
excavation is later exposed to wetting influences (rain, flooding), the 
classification of the soil must be changed accordingly.
    (iv) Other strength tests. Estimates of unconfined compressive 
strength of soils can also be obtained by use of a pocket penetrometer 
or by using a hand-operated shearvane.
    (v) Drying test. The basic purpose of the drying test is to 
differentiate between cohesive material with fissures, unfissured 
cohesive material, and granular material. The procedure for the drying 
test involves drying a sample of soil that is approximately one inch 
thick (2.54 cm) and six inches (15.24 cm) in diameter until it is 
thoroughly dry:
    (A) If the sample develops cracks as it dries, significant fissures 
are indicated.
    (B) Samples that dry without cracking are to be broken by hand. If 
considerable force is necessary to break a sample, the soil has 
significant cohesive material content. The soil can be classified as a 
unfissured cohesive material and the unconfined compressive strength 
should be determined.
    (C) If a sample breaks easily by hand, it is either a fissured 
cohesive material or a granular material. To distinguish between the 
two, pulverize the dried clumps of the sample by hand or by stepping on 
them. If the clumps do not pulverize easily, the material is cohesive 
with fissures. If they pulverize easily into very small fragments, the 
material is granular.



     Sec. Appendix B to Subpart P of Part 1926--Sloping and Benching

    (a) Scope and application. This appendix contains specifications for 
sloping and benching when used as methods of protecting employees 
working in excavations from cave-ins. The requirements of this appendix 
apply when the design of sloping and benching protective systems is to 
be performed in accordance with the requirements set forth in Sec. 
1926.652(b)(2).
    (b) Definitions.
    Actual slope means the slope to which an excavation face is 
excavated.
    Distress means that the soil is in a condition where a cave-in is 
imminent or is likely

[[Page 385]]

to occur. Distress is evidenced by such phenomena as the development of 
fissures in the face of or adjacent to an open excavation; the 
subsidence of the edge of an excavation; the slumping of material from 
the face or the bulging or heaving of material from the bottom of an 
excavation; the spalling of material from the face of an excavation; and 
ravelling, i.e., small amounts of material such as pebbles or little 
clumps of material suddenly separating from the face of an excavation 
and trickling or rolling down into the excavation.
    Maximum allowable slope means the steepest incline of an excavation 
face that is acceptable for the most favorable site conditions as 
protection against cave-ins, and is expressed as the ratio of horizontal 
distance to vertical rise (H:V).
    Short term exposure means a period of time less than or equal to 24 
hours that an excavation is open.
    (c) Requirements--(1) Soil classification. Soil and rock deposits 
shall be classified in accordance with appendix A to subpart P of part 
1926.
    (2) Maximum allowable slope. The maximum allowable slope for a soil 
or rock deposit shall be determined from Table B-1 of this appendix.
    (3) Actual slope. (i) The actual slope shall not be steeper than the 
maximum allowable slope.
    (ii) The actual slope shall be less steep than the maximum allowable 
slope, when there are signs of distress. If that situation occurs, the 
slope shall be cut back to an actual slope which is at least \1/2\ 
horizontal to one vertical (\1/2\H:1V) less steep than the maximum 
allowable slope.
    (iii) When surcharge loads from stored material or equipment, 
operating equipment, or traffic are present, a competent person shall 
determine the degree to which the actual slope must be reduced below the 
maximum allowable slope, and shall assure that such reduction is 
achieved. Surcharge loads from adjacent structures shall be evaluated in 
accordance with Sec. 1926.651(i).
    (4) Configurations. Configurations of sloping and benching systems 
shall be in accordance with Figure B-1.
[GRAPHIC] [TIFF OMITTED] TC30OC91.016


[[Page 386]]



                               Figure B-1

                          Slope Configurations

    (All slopes stated below are in the horizontal to vertical ratio)

                 B-1.1 Excavations made in Type A soil.

    1. All simple slope excavation 20 feet or less in depth shall have a 
maximum allowable slope of \3/4\:1.
[GRAPHIC] [TIFF OMITTED] TC30OC91.017

                          Simple Slope--General

    Exception: Simple slope excavations which are open 24 hours or less 
(short term) and which are 12 feet or less in depth shall have a maximum 
allowable slope of \1/2\:1.
[GRAPHIC] [TIFF OMITTED] TC30OC91.018

                        Simple Slope--Short Term

    2. All benched excavations 20 feet or less in depth shall have a 
maximum allowable slope of \3/4\ to 1 and maximum bench dimensions as 
follows:
[GRAPHIC] [TIFF OMITTED] TC30OC91.019


[[Page 387]]



                              Simple Bench
[GRAPHIC] [TIFF OMITTED] TC30OC91.020

                             Multiple Bench

    3. All excavations 8 feet or less in depth which have unsupported 
vertically sided lower portions shall have a maximum vertical side of 
3\1/2\ feet.
[GRAPHIC] [TIFF OMITTED] TC30OC91.021

   Unsupported Vertically Sided Lower Portion--Maximum 8 Feet in Depth

    All excavations more than 8 feet but not more than 12 feet in depth 
which unsupported vertically sided lower portions shall have a maximum 
allowable slope of 1:1 and a maximum vertical side of 3\1/2\ feet.
[GRAPHIC] [TIFF OMITTED] TC30OC91.022


[[Page 388]]



  Unsupported Vertically Sided Lower Portion--Maximum 12 Feet in Depth

    All excavations 20 feet or less in depth which have vertically sided 
lower portions that are supported or shielded shall have a maximum 
allowable slope of \3/4\:1. The support or shield system must extend at 
least 18 inches above the top of the vertical side.
[GRAPHIC] [TIFF OMITTED] TC30OC91.023

          Supported or Shielded Vertically Sided Lower Portion

    4. All other simple slope, compound slope, and vertically sided 
lower portion excavations shall be in accordance with the other options 
permitted under Sec. 1926.652(b).

                  B-1.2 Excavations Made in Type B Soil

    1. All simple slope excavations 20 feet or less in depth shall have 
a maximum allowable slope of 1:1.
[GRAPHIC] [TIFF OMITTED] TC30OC91.024

                              Simple Slope

    2. All benched excavations 20 feet or less in depth shall have a 
maximum allowable slope of 1:1 and maximum bench dimensions as follows:

[[Page 389]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.025

                              Single Bench
[GRAPHIC] [TIFF OMITTED] TC30OC91.026

                             Multiple Bench

    3. All excavations 20 feet or less in depth which have vertically 
sided lower portions shall be shielded or supported to a height at least 
18 inches above the top of the vertical side. All such excavations shall 
have a maximum allowable slope of 1:1.
[GRAPHIC] [TIFF OMITTED] TC30OC91.027

                     Vertically Sided Lower Portion

    4. All other sloped excavations shall be in accordance with the 
other options permitted in Sec. 1926.652(b).

                  B-1.3 Excavations Made in Type C Soil

    1. All simple slope excavations 20 feet or less in depth shall have 
a maximum allowable slope of 1\1/2\:1.

[[Page 390]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.028

                              Simple Slope

    2. All excavations 20 feet or less in depth which have vertically 
sided lower portions shall be shielded or supported to a height at least 
18 inches above the top of the vertical side. All such excavations shall 
have a maximum allowable slope of 1\1/2\:1.
[GRAPHIC] [TIFF OMITTED] TC30OC91.029

                      Vertical Sided Lower Portion

    3. All other sloped excavations shall be in accordance with the 
other options permitted in Sec. 1926.652(b).

                 B-1.4 Excavations Made in Layered Soils

    1. All excavations 20 feet or less in depth made in layered soils 
shall have a maximum allowable slope for each layer as set forth below.

[[Page 391]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.030


[[Page 392]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.031

    2. All other sloped excavations shall be in accordance with the 
other options permitted in Sec. 1926.652(b).



 Sec. Appendix C to Subpart P of Part 1926--Timber Shoring for Trenches

    (a) Scope. This appendix contains information that can be used 
timber shoring is provided as a method of protection from cave-ins in 
trenches that do not exceed 20 feet (6.1 m) in depth. This appendix must 
be used when design of timber shoring protective systems is to be 
performed in accordance with Sec. 1926.652(c)(1). Other timber shoring 
configurations; other systems of support such as hydraulic and pneumatic 
systems; and other protective systems such as sloping, benching, 
shielding, and freezing systems must be designed in accordance with the 
requirements set forth in Sec. 1926.652(b) and Sec. 1926.652(c).
    (b) Soil Classification. In order to use the data presented in this 
appendix, the soil type or types in which the excavation is made must 
first be determined using the soil classification method set forth in 
appendix A of subpart P of this part.
    (c) Presentation of Information. Information is presented in several 
forms as follows:
    (1) Information is presented in tabular form in Tables C-1.1, C-1.2, 
and C-1.3, and Tables C-2.1, C-2.2 and C-2.3 following paragraph (g) of 
the appendix. Each table presents the minimum sizes of timber members to 
use in a shoring system, and each table contains data only for the 
particular soil type in which the excavation or portion of

[[Page 393]]

the excavation is made. The data are arranged to allow the user the 
flexibility to select from among several acceptable configurations of 
members based on varying the horizontal spacing of the crossbraces. 
Stable rock is exempt from shoring requirements and therefore, no data 
are presented for this condition.
    (2) Information concerning the basis of the tabular data and the 
limitations of the data is presented in paragraph (d) of this appendix, 
and on the tables themselves.
    (3) Information explaining the use of the tabular data is presented 
in paragraph (e) of this appendix.
    (4) Information illustrating the use of the tabular data is 
presented in paragraph (f) of this appendix.
    (5) Miscellaneous notations regarding Tables C-1.1 through C-1.3 and 
Tables C-2.1 through C-2.3 are presented in paragraph (g) of this 
Appendix.
    (d) Basis and limitations of the data--(1) Dimensions of timber 
members. (i) The sizes of the timber members listed in Tables C-1.1 
through C-1.3 are taken from the National Bureau of Standards (NBS) 
report, ``Recommended Technical Provisions for Construction Practice in 
Shoring and Sloping of Trenches and Excavations.'' In addition, where 
NBS did not recommend specific sizes of members, member sizes are based 
on an analysis of the sizes required for use by existing codes and on 
empirical practice.
    (ii) The required dimensions of the members listed in Tables C-1.1 
through C-1.3 refer to actual dimensions and not nominal dimensions of 
the timber. Employers wanting to use nominal size shoring are directed 
to Tables C-2.1 through C-2.3, or have this choice under Sec. 
1926.652(c)(3), and are referred to The Corps of Engineers, The Bureau 
of Reclamation or data from other acceptable sources.
    (2) Limitation of application. (i) It is not intended that the 
timber shoring specification apply to every situation that may be 
experienced in the field. These data were developed to apply to the 
situations that are most commonly experienced in current trenching 
practice. Shoring systems for use in situations that are not covered by 
the data in this appendix must be designed as specified in Sec. 
1926.652(c).
    (ii) When any of the following conditions are present, the members 
specified in the tables are not considered adequate. Either an alternate 
timber shoring system must be designed or another type of protective 
system designed in accordance with Sec. 1926.652.
    (A) When loads imposed by structures or by stored material adjacent 
to the trench weigh in excess of the load imposed by a two-foot soil 
surcharge. The term ``adjacent'' as used here means the area within a 
horizontal distance from the edge of the trench equal to the depth of 
the trench.
    (B) When vertical loads imposed on cross braces exceed a 240-pound 
gravity load distributed on a one-foot section of the center of the 
crossbrace.
    (C) When surcharge loads are present from equipment weighing in 
excess of 20,000 pounds.
    (D) When only the lower portion of a trench is shored and the 
remaining portion of the trench is sloped or benched unless: The sloped 
portion is sloped at an angle less steep than three horizontal to one 
vertical; or the members are selected from the tables for use at a depth 
which is determined from the top of the overall trench, and not from the 
toe of the sloped portion.
    (e) Use of Tables. The members of the shoring system that are to be 
selected using this information are the cross braces, the uprights, and 
the wales, where wales are required. Minimum sizes of members are 
specified for use in different types of soil. There are six tables of 
information, two for each soil type. The soil type must first be 
determined in accordance with the soil classification system described 
in appendix A to subpart P of part 1926. Using the appropriate table, 
the selection of the size and spacing of the members is then made. The 
selection is based on the depth and width of the trench where the 
members are to be installed and, in most instances, the selection is 
also based on the horizontal spacing of the crossbraces. Instances where 
a choice of horizontal spacing of crossbracing is available, the 
horizontal spacing of the crossbraces must be chosen by the user before 
the size of any member can be determined. When the soil type, the width 
and depth of the trench, and the horizontal spacing of the crossbraces 
are known, the size and vertical spacing of the crossbraces, the size 
and vertical spacing of the wales, and the size and horizontal spacing 
of the uprights can be read from the appropriate table.
    (f) Examples to Illustrate the Use of Tables C-1.1 through C-1.3.
    (1) Example 1.
    A trench dug in Type A soil is 13 feet deep and five feet wide.
    From Table C-1.1, for acceptable arrangements of timber can be used.

                             Arrangement #B1

    Space 4x4 crossbraces at six feet horizontally and four feet 
vertically.
    Wales are not required.
    Space 3x8 uprights at six feet horizontally. This arrangement is 
commonly called ``skip shoring.''

                             Arrangement #B2

    Space 4x6 crossbraces at eight feet horizontally and four feet 
vertically.
    Space 8x8 wales at four feet vertically.

[[Page 394]]

    Space 2x6 uprights at four feet horizontally.

                             Arrangement #B3

    Space 6x6 crossbraces at 10 feet horizontally and four feet 
vertically.
    Space 8x10 wales at four feet vertically.
    Space 2x6 uprights at five feet horizontally.

                             Arrangement #B4

    Space 6x6 crossbraces at 12 feet horizontally and four feet 
vertically.
    Space 10x10 wales at four feet vertically.
    Spaces 3x8 uprights at six feet horizontally.
    (2) Example 2.
    A trench dug in Type B soil in 13 feet deep and five feet wide. From 
Table C-1.2 three acceptable arrangements of members are listed.

                             Arrangement #B1

    Space 6x6 crossbraces at six feet horizontally and five feet 
vertically.
    Space 8x8 wales at five feet vertically.
    Space 2x6 uprights at two feet horizontally.

                             Arrangement #B2

    Space 6x8 crossbraces at eight feet horizontally and five feet 
vertically.
    Space 10x10 wales at five feet vertically.
    Space 2x6 uprights at two feet horizontally.

                             Arrangement #B3

    Space 8x8 crossbraces at 10 feet horizontally and five feet 
vertically.
    Space 10x12 wales at five feet vertically.
    Space 2x6 uprights at two feet vertically.
    (3) Example 3.
    A trench dug in Type C soil is 13 feet deep and five feet wide.
    From Table C-1.3 two acceptable arrangements of members can be used.

                             Arrangement #B1

    Space 8x8 crossbraces at six feet horizontally and five feet 
vertically.
    Space 10x12 wales at five feet vertically.
    Position 2x6 uprights as closely together as possible.
    If water must be retained use special tongue and groove uprights to 
form tight sheeting.

                             Arrangement #B2

    Space 8x10 crossbraces at eight feet horizontally and five feet 
vertically.
    Space 12x12 wales at five feet vertically.
    Position 2x6 uprights in a close sheeting configuration unless water 
pressure must be resisted. Tight sheeting must be used where water must 
be retained.
    (4) Example 4.
    A trench dug in Type C soil is 20 feet deep and 11 feet wide. The 
size and spacing of members for the section of trench that is over 15 
feet in depth is determined using Table C-1.3. Only one arrangement of 
members is provided.
    Space 8x10 crossbraces at six feet horizontally and five feet 
vertically.
    Space 12x12 wales at five feet vertically.
    Use 3x6 tight sheeting.
    Use of Tables C-2.1 through C-2.3 would follow the same procedures.
    (g) Notes for all Tables.
    1. Member sizes at spacings other than indicated are to be 
determined as specified in Sec. 1926.652(c), ``Design of Protective 
Systems.''
    2. When conditions are saturated or submerged use Tight Sheeting. 
Tight Sheeting refers to the use of specially-edged timber planks (e.g., 
tongue and groove) at least three inches thick, steel sheet piling, or 
similar construction that when driven or placed in position provide a 
tight wall to resist the lateral pressure of water and to prevent the 
loss of backfill material. Close Sheeting refers to the placement of 
planks side-by-side allowing as little space as possible between them.
    3. All spacing indicated is measured center to center.
    4. Wales to be installed with greater dimension horizontal.
    5. If the vertical distance from the center of the lowest crossbrace 
to the bottom of the trench exceeds two and one-half feet, uprights 
shall be firmly embedded or a mudsill shall be used. Where uprights are 
embedded, the vertical distance from the center of the lowest crossbrace 
to the bottom of the trench shall not exceed 36 inches. When mudsills 
are used, the vertical distance shall not exceed 42 inches. Mudsills are 
wales that are installed at the toe of the trench side.
    6. Trench jacks may be used in lieu of or in combination with timber 
crossbraces.
    7. Placement cf crossbraces. When the vertical spacing of 
crossbraces is four feet, place the top crossbrace no more than two feet 
below the top of the trench. When the vertical spacing of crossbraces is 
five feet, place the top crossbrace no more than 2.5 feet below the top 
of the trench.

[[Page 395]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.032


[[Page 396]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.033


[[Page 397]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.034


[[Page 398]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.035


[[Page 399]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.036


[[Page 400]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.037



 Sec. Appendix D to Subpart P of Part 1926--Aluminum Hydraulic Shoring 
                              for Trenches

    (a) Scope. This appendix contains information that can be used when 
aluminum hydraulic shoring is provided as a method of protection against 
cave-ins in trenches that do not exceed 20 feet (6.1m) in depth. This 
appendix must be used when design of the aluminum hydraulic protective 
system cannot be performed in accordance with Sec. 1926.652(c)(2).
    (b) Soil Classification. In order to use data presented in this 
appendix, the soi1 type or types in which the excavation is made must

[[Page 401]]

first be determined using the soil classification method set forth in 
appendix A of subpart P of part 1926.
    (c) Presentation of Information. Information is presented in several 
forms as follows:
    (1) Information is presented in tabular form in Tables D-1.1, D-1.2, 
D-1.3 and E-1.4. Each table presents the maximum vertical and horizontal 
spacings that may be used with various aluminum member sizes and various 
hydraulic cylinder sizes. Each table contains data only for the 
particular soil type in which the excavation or portion of the 
excavation is made. Tables D-1.1 and D-1.2 are for vertical shores in 
Types A and B soil. Tables D-1.3 and D1.4 are for horizontal waler 
systems in Types B and C soil.
    (2) Information concerning the basis of the tabular data and the 
limitations of the data is presented in paragraph (d) of this appendix.
    (3) Information explaining the use of the tabular data is presented 
in paragraph (e) of this appendix.
    (4) Information illustrating the use of the tabular data is 
presented in paragraph (f) of this appendix.
    (5) Miscellaneous notations (footnotes) regarding Table D-1.1 
through D-1.4 are presented in paragraph (g) of this appendix.
    (6) Figures, illustrating typical installations of hydraulic 
shoring, are included just prior to the Tables. The illustrations page 
is entitled ``Aluminum Hydraulic Shoring; Typical Installations.''
    (d) Basis and limitations of the data. (1) Vertical shore rails and 
horizontal wales are those that meet the Section Modulus requirements in 
the D-1 Tables. Aluminum material is 6061-T6 or material of equivalent 
strength and properties.
    (2) Hydraulic cylinders specifications. (i) 2-inch cylinders shall 
be a minimum 2-inch inside diameter with a minimum safe working capacity 
of no less than 18,000 pounds axial compressive load at maximum 
extension. Maximum extension is to include full range of cylinder 
extensions as recommended by product manufaturer.
    (ii) 3-inch cylinders shall be a minimum 3-inch inside diameter with 
a safe working capacity of not less than 30,000 pounds axial compressive 
load at extensions as recommended by product manufacturer.
    (3) Limitation of application.
    (i) It is not intended that the aluminum hydraulic specification 
apply to every situation that may be experienced in the field. These 
data were developed to apply to the situations that are most commonly 
experienced in current trenching practice. Shoring systems for use in 
situations that are not covered by the data in this appendix must be 
otherwise designed as specified in Sec. 1926.652(c).
    (ii) When any of the following conditions are present, the members 
specified in the Tables are not considered adequate. In this case, an 
alternative aluminum hydraulic shoring system or other type of 
protective system must be designed in accordance with Sec. 1926.652.
    (A) When vertical loads imposed on cross braces exceed a 100 Pound 
gravity load distributed on a one foot section of the center of the 
hydraulic cylinder.
    (B) When surcharge loads are present from equipment weighing in 
excess of 20,000 pounds.
    (C) When only the lower portion or a trench is shored and the 
remaining portion of the trench is sloped or benched unless: The sloped 
portion is sloped at an angle less steep than three horizontal to one 
vertical; or the members are selected from the tables for use at a depth 
which is determined from the top of the overall trench, and not from the 
toe of the sloped portion.
    (e) Use of Tables D-1.1, D-1.2, D-1.3 and D-1.4. The members of the 
shoring system that are to be selected using this information are the 
hydraulic cylinders, and either the vertical shores or the horizontal 
wales. When a waler system is used the vertical timber sheeting to be 
used is also selected from these tables. The Tables D-1.1 and D-1.2 for 
vertical shores are used in Type A and B soils that do not require 
sheeting. Type B soils that may require sheeting, and Type C soils that 
always require sheeting are found in the horizontal wale Tables D-1.3 
and D-1.4. The soil type must first be determined in accordance with the 
soil classification system described in appendix A to subpart P of part 
1926. Using the appropriate table, the selection of the size and spacing 
of the members is made. The selection is based on the depth and width of 
the trench where the members are to be installed. In these tables the 
vertical spacing is held constant at four feet on center. The tables 
show the maximum horizontal spacing of cylinders allowed for each size 
of wale in the waler system tables, and in the vertical shore tables, 
the hydraulic cylinder horizontal spacing is the same as the vertical 
shore spacing.
    (f) Example to Illustrate the Use of the Tables:
    (1) Example 1:
    A trench dug in Type A soil is 6 feet deep and 3 feet wide. From 
Table D-1.1: Find vertical shores and 2 inch diameter cylinders spaced 8 
feet on center (o.c.) horizontally and 4 feet on center (o.c.) 
vertically. (See Figures 1 & 3 for typical installations.)
    (2) Example 2:
    A trench is dug in Type B soil that does not require sheeting, 13 
feet deep and 5 feet wide. From Table D-1.2: Find vertical shores and 2 
inch diameter cylinders spaced 6.5 feet o.c. horizontally and 4 feet 
o.c. vertically. (See Figures 1 & 3 for typical installations.)
    (3) A trench is dug in Type B soil that does not require sheeting, 
but does experience some minor raveling of the trench face. The

[[Page 402]]

trench is 16 feet deep and 9 feet wide. From Table D-1.2: Find vertical 
shores and 2 inch diameter cylinder (with special oversleeves as 
designated by footnote B2) spaced 5.5 feet o.c. horizontally 
and 4 feet o.c. vertically, plywood (per footnote (g)(7) to the D-1 
Table) should be used behind the shores. (See Figures 2 & 3 for typical 
installations.)
    (4) Example 4: A trench is dug in previously disturbed Type B soil, 
with characteristics of a Type C soil, and will require sheeting. The 
trench is 18 feet deep and 12 feet wide. 8 foot horizontal spacing 
between cylinders is desired for working space. From Table D-1.3: Find 
horizontal wale with a section modulus of 14.0 spaced at 4 feet o.c. 
vertically and 3 inch diameter cylinder spaced at 9 feet maximum o.c. 
horizontally. 3x12 timber sheeting is required at close spacing 
vertically. (See Figure 4 for typical installation.)
    (5) Example 5: A trench is dug in Type C soil, 9 feet deep and 4 
feet wide. Horizontal cylinder spacing in excess of 6 feet is desired 
for working space. From Table D-1.4: Find horizontal wale with a section 
modulus of 7.0 and 2 inch diameter cylinders spaced at 6.5 feet o.c. 
horizontally. Or, find horizontal wale with a 14.0 section modulus and 3 
inch diameter cylinder spaced at 10 feet o.c. horizontally. Both wales 
are spaced 4 feet o.c. vertically. 3x12 timber sheeting is required at 
close spacing vertically. (See Figure 4 for typical installation.)
    (g) Footnotes, and general notes, for Tables D-1.1, D-1.2, D-1.3, 
and D-1.4.
    (1) For applications other than those listed in the tables, refer to 
Sec. 1926.652(c)(2) for use of manufacturer's tabulated data. For 
trench depths in excess of 20 feet, refer to Sec. 1926.652(c)(2) and 
Sec. 1926.652(c)(3).
    (2) 2 inch diameter cylinders, at this width, shall have structural 
steel tube (3.5x3.5x0.1875) oversleeves, or structural oversleeves of 
manufacturer's specification, extending the full, collapsed length.
    (3) Hydraulic cylinders capacities. (i) 2 inch cylinders shall be a 
minimum 2-inch inside diameter with a safe working capacity of not less 
than 18,000 pounds axial compressive load at maximum extension. Maximum 
extension is to include full range of cylinder extensions as recommended 
by product manufacturer.
    (ii) 3-inch cylinders shall be a minimum 3-inch inside diameter with 
a safe work capacity of not less than 30,000 pounds axial compressive 
load at maximum extension. Maximum extension is to include full range of 
cylinder extensions as recommended by product manufacturer.
    (4) All spacing indicated is measured center to center.
    (5) Vertical shoring rails shall have a minimum section modulus of 
0.40 inch.
    (6) When vertical shores are used, there must be a minimum of three 
shores spaced equally, horizontally, in a group.
    (7) Plywood shall be 1.125 in. thick softwood or 0.75 inch. thick, 
14 ply, arctic white birch (Finland form). Please note that plywood is 
not intended as a structural member, but only for prevention of local 
raveling (sloughing of the trench face) between shores.
    (8) See appendix C for timber specifications.
    (9) Wales are calculated for simple span conditions.
    (10) See appendix D, item (d), for basis and limitations of the 
data.

[[Page 403]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.038


[[Page 404]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.039


[[Page 405]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.040


[[Page 406]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.041


[[Page 407]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.042


[[Page 408]]





   Sec. Appendix E to Subpart P of Part 1926--Alternatives to Timber 
                                 Shoring
[GRAPHIC] [TIFF OMITTED] TC30OC91.043


[[Page 409]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.044



   Sec. Appendix F to Subpart P of Part 1926--Selection of Protective 
                                 Systems

    The following figures are a graphic summary of the requirements 
contained in subpart P for excavations 20 feet or less in depth. 
Protective systems for use in excavations more than 20 feet in depth 
must be designed by a registered professional engineer in accordance 
with Sec. 1926.652 (b) and (c).

[[Page 410]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.045


[[Page 411]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.046


[[Page 412]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.047


[[Page 413]]





               Subpart Q_Concrete and Masonry Construction

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); Secs. 4, 6 and 8 Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, and 657); Secretary 
of Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), 9-83 (48 FR 
35736), or 1-90 (55 FR 9033), as applicable; and 29 CFR part 1911.

    Source: 53 FR 22643, June 16, 1988, unless otherwise noted.



Sec. 1926.700  Scope, application, and definitions applicable to this subpart.

    (a) Scope and application. This subpart sets forth requirements to 
protect all construction employees from the hazards associated with 
concrete and masonry construction operations performed in workplaces 
covered under 29 CFR part 1926. In addition to the requirements in 
subpart Q, other relevant provisions in parts 1910 and 1926 apply to 
concrete and masonry construction operations.
    (b) Definitions applicable to this subpart. In addition to the 
definitions set forth in Sec. 1926.32, the following definitions apply 
to this subpart.
    (1) Bull float means a tool used to spread out and smooth concrete.
    (2) Formwork means the total system of support for freshly placed or 
partially cured concrete, including the mold or sheeting (form) that is 
in contact with the concrete as well as all supporting members including 
shores, reshores, hardware, braces, and related hardware.
    (3) Lift slab means a method of concrete construction in which 
floor, and roof slabs are cast on or at ground level and, using jacks, 
lifted into position.
    (4) Limited access zone means an area alongside a masonry wall, 
which is under construction, and which is clearly demarcated to limit 
access by employees.
    (5) Precast concrete means concrete members (such as walls, panels, 
slabs, columns, and beams) which have been formed, cast, and cured prior 
to final placement in a structure.
    (6) Reshoring means the construction operation in which shoring 
equipment (also called reshores or reshoring equipment) is placed, as 
the original forms and shores are removed, in order to support partially 
cured concrete and construction loads.
    (7) Shore means a supporting member that resists a compressive force 
imposed by a load.
    (8) Vertical slip forms means forms which are jacked vertically 
during the placement of concrete.
    (9) Jacking operation means the task of lifting a slab (or group of 
slabs) vertically from one location to another (e.g., from the casting 
location to a temporary (parked) location, or from a temporary location 
to another temporary location, or to its final location in the 
structure), during the construction of a building/structure where the 
lift-slab process is being used.

[53 FR 22643, June 16, 1988, as amended at 55 FR 42328, Oct. 18, 1990]



Sec. 1926.701  General requirements.

    (a) Construction loads. No construction loads shall be placed on a 
concrete structure or portion of a concrete structure unless the 
employer determines, based on information received from a person who is 
qualified in structural design, that the structure or portion of the 
structure is capable of supporting the loads.
    (b) Reinforcing steel. All protruding reinforcing steel, onto and 
into which employees could fall, shall be guarded to eliminate the 
hazard of impalement.
    (c) Post-tensioning operations. (1) No employee (except those 
essential to the post-tensioning operations) shall be permitted to be 
behind the jack during tensioning operations.
    (2) Signs and barriers shall be erected to limit employee access to 
the post-tensioning area during tensioning operations.
    (d) Riding concrete buckets. No employee shall be permitted to ride 
concrete buckets.
    (e) Working under loads. (1) No employee shall be permitted to work 
under concrete buckets while buckets are being elevated or lowered into 
position.
    (2) To the extent practical, elevated concrete buckets shall be 
routed so that no employee, or the fewest number of employees, are 
exposed to the hazards associated with falling concrete buckets.

[[Page 414]]

    (f) Personal protective equipment. No employee shall be permitted to 
apply a cement, sand, and water mixture through a pneumatic hose unless 
the employee is wearing protective head and face equipment.

[53 FR 22643, June 16, 1988, as amended at 59 FR 40730, Aug. 9, 1994]



Sec. 1926.702  Requirements for equipment and tools.

    (a) Bulk cement storage. (1) Bulk storage bins, containers, and 
silos shall be equipped with the following:
    (i) Conical or tapered bottoms; and
    (ii) Mechanical or pneumatic means of starting the flow of material.
    (2) No employee shall be permitted to enter storage facilities 
unless the ejection system has been shut down, locked out, and tagged to 
indicate that the ejection system is not to be operated.
    (b) Concrete mixers. Concrete mixers with one cubic yard (.8 m\3\) 
or larger loading skips shall be equipped with the following:
    (1) A mechanical device to clear the skip of materials; and
    (2) Guardrails installed on each side of the skip.
    (c) Power concrete trowels. Powered and rotating type concrete 
troweling machines that are manually guided shall be equipped with a 
control switch that will automatically shut off the power whenever the 
hands of the operator are removed from the equipment handles.
    (d) Concrete buggies. Concrete buggy handles shall not extend beyond 
the wheels on either side of the buggy.
    (e) Concrete pumping systems. (1) Concrete pumping systems using 
discharge pipes shall be provided with pipe supports designed for 100 
percent overload.
    (2) Compressed air hoses used on concrete pumping system shall be 
provided with positive fail-safe joint connectors to prevent separation 
of sections when pressurized.
    (f) Concrete buckets. (1) Concrete buckets equipped with hydraulic 
or pneumatic gates shall have positive safety latches or similar safety 
devices installed to prevent premature or accidental dumping.
    (2) Concrete buckets shall be designed to prevent concrete from 
hanging up on top and the sides.
    (g) Tremies. Sections of tremies and similar concrete conveyances 
shall be secured with wire rope (or equivalent materials) in addition to 
the regular couplings or connections.
    (h) Bull floats. Bull float handles, used where they might contact 
energized electrical conductors, shall be constructed of nonconductive 
material or insulated with a nonconductive sheath whose electrical and 
mechanical characteristics provide the equivalent protection of a handle 
constructed of nonconductive material.
    (i) Masonry saws. (1) Masonry saws shall be guarded with a 
semicircular enclosure over the blade.
    (2) A method for retaining blade fragments shall be incorporated in 
the design of the semicircular enclosure.
    (j) Lockout/Tagout Procedures. (1) No employee shall be permitted to 
perform maintenance or repair activity on equipment (such as 
compressors, mixers, screens or pumps used for concrete and masonry 
construction activities) where the inadvertent operation of the 
equipment could occur and cause injury, unless all potentially hazardous 
energy sources have been locked out and tagged.
    (2) Tags shall read Do Not Start or similar language to indicate 
that the equipment is not to be operated.



Sec. 1926.703  Requirements for cast-in-place concrete.

    (a) General requirements for formwork. (1) Formwork shall be 
designed, fabricated, erected, supported, braced and maintained so that 
it will be capable of supporting without failure all vertical and 
lateral loads that may reasonably be anticipated to be applied to the 
formwork. Formwork which is designed, fabricated, erected, supported, 
braced and maintained in conformance with the Appendix to this section 
will be deemed to meet the requirements of this paragraph.
    (2) Drawings or plans, including all revisions, for the jack layout, 
formwork (including shoring equipment), working decks, and scaffolds, 
shall be available at the jobsite.
    (b) Shoring and reshoring. (1) All shoring equipment (including 
equipment used in reshoring operations) shall be

[[Page 415]]

inspected prior to erection to determine that the equipment meets the 
requirements specified in the formwork drawings.
    (2) Shoring equipment found to be damaged such that its strength is 
reduced to less than that required by Sec. 1926.703(a)(1) shall not be 
used for shoring.
    (3) Erected shoring equipment shall be inspected immediately prior 
to, during, and immediately after concrete placement.
    (4) Shoring equipment that is found to be damaged or weakened after 
erection, such that its strength is reduced to less than that required 
by Sec. 1926.703(a)(1), shall be immediately reinforced.
    (5) The sills for shoring shall be sound, rigid, and capable of 
carrying the maximum intended load.
    (6) All base plates, shore heads, extension devices, and adjustment 
screws shall be in firm contact, and secured when necessary, with the 
foundation and the form.
    (7) Eccentric loads on shore heads and similar members shall be 
prohibited unless these members have been designed for such loading.
    (8) Whenever single post shores are used one on top of another 
(tiered), the employer shall comply with the following specific 
requirements in addition to the general requirements for formwork:
    (i) The design of the shoring shall be prepared by a qualified 
designer and the erected shoring shall be inspected by an engineer 
qualified in structural design.
    (ii) The single post shores shall be vertically aligned.
    (iii) The single post shores shall be spliced to prevent 
misalignment.
    (iv) The single post shores shall be adequately braced in two 
mutually perpendicular directions at the splice level. Each tier shall 
also be diagonally braced in the same two directions.
    (9) Adjustment of single post shores to raise formwork shall not be 
made after the placement of concrete.
    (10) Reshoring shall be erected, as the original forms and shores 
are removed, whenever the concrete is required to support loads in 
excess of its capacity.
    (c) Vertical slip forms. (1) The steel rods or pipes on which jacks 
climb or by which the forms are lifted shall be--
    (i) Specifically designed for that purpose; and
    (ii) Adequately braced where not encased in concrete.
    (2) Forms shall be designed to prevent excessive distortion of the 
structure during the jacking operation.
    (3) All vertical slip forms shall be provided with scaffolds or work 
platforms where employees are required to work or pass.
    (4) Jacks and vertical supports shall be positioned in such a manner 
that the loads do not exceed the rated capacity of the jacks.
    (5) The jacks or other lifting devices shall be provided with 
mechanical dogs or other automatic holding devices to support the slip 
forms whenever failure of the power supply or lifting mechanism occurs.
    (6) The form structure shall be maintained within all design 
tolerances specified for plumbness during the jacking operation.
    (7) The predetermined safe rate of lift shall not be exceeded.
    (d) Reinforcing steel. (1) Reinforcing steel for walls, piers, 
columns, and similar vertical structures shall be adequately supported 
to prevent overturning and to prevent collapse.
    (2) Employers shall take measures to prevent unrolled wire mesh from 
recoiling. Such measures may include, but are not limited to, securing 
each end of the roll or turning over the roll.
    (e) Removal of formwork. (1) Forms and shores (except those used for 
slabs on grade and slip forms) shall not be removed until the employer 
determines that the concrete has gained sufficient strength to support 
its weight and superimposed loads. Such determination shall be based on 
compliance with one of the following:
    (i) The plans and specifications stipulate conditions for removal of 
forms and shores, and such conditions have been followed, or
    (ii) The concrete has been properly tested with an appropriate ASTM 
standard test method designed to indicate the concrete compressive 
strength, and the test results indicate that the concrete has gained 
sufficient

[[Page 416]]

strength to support its weight and superimposed loads.
    (2) Reshoring shall not be removed until the concrete being 
supported has attained adequate strength to support its weight and all 
loads in place upon it.

                    Appendix to Sec. 1926.703(a)(1)

                    General Requirements for Formwork

                    (This Appendix is non-mandatory.)

    This appendix serves as a non-mandatory guideline to assist 
employers in complying with the formwork requirements in Sec. 
1926.703(a)(1). Formwork which has been designed, fabricated, erected, 
braced, supported and maintained in accordance with Sections 6 and 7 of 
the American National Standard for Construction and Demolition 
Operations--Concrete and Masonry Work, ANSI A10.9-1983, shall be deemed 
to be in compliance with the provision of Sec. 1926.703(a)(1).

[53 FR 22643, June 16, 1988, as amended at 61 FR 5510, Feb. 13, 1996]



Sec. 1926.704  Requirements for precast concrete.

    (a) Precast concrete wall units, structural framing, and tilt-up 
wall panels shall be adequately supported to prevent overturning and to 
prevent collapse until permanent connections are completed.
    (b) Lifting inserts which are embedded or otherwise attached to 
tilt-up precast concrete members shall be capable of supporting at least 
two times the maximum intended load applied or transmitted to them.
    (c) Lifting inserts which are embedded or otherwise attached to 
precast concrete members, other than the tilt-up members, shall be 
capable of supporting at least four times the maximum intended load 
applied or transmitted to them.
    (d) Lifting hardware shall be capable of supporting at least five 
times the maximum intended load applied or transmitted to the lifting 
hardware.
    (e) No employee shall be permitted under precast concrete members 
being lifted or tilted into position except those employees required for 
the erection of those members.

[53 FR 22643, June 16, 1988, as amended at 54 FR 41088, Oct. 5, 1989]



Sec. 1926.705  Requirements for lift-slab construction operations.

    (a) Lift-slab operations shall be designed and planned by a 
registered professional engineer who has experience in lift-slab 
construction. Such plans and designs shall be implemented by the 
employer and shall include detailed instructions and sketches indicating 
the prescribed method of erection. These plans and designs shall also 
include provisions for ensuring lateral stability of the building/
structure during construction.
    (b) Jacks/lifting units shall be marked to indicate their rated 
capacity as established by the manufacturer.
    (c) Jacks/lifting units shall not be loaded beyond their rated 
capacity as established by the manufacturer.
    (d) Jacking equipment shall be capable of supporting at least two 
and one-half times the load being lifted during jacking operations and 
the equipment shall not be overloaded. For the purpose of this 
provision, jacking equipment includes any load bearing component which 
is used to carry out the lifting operation(s). Such equipment includes, 
but is not limited, to the following: threaded rods, lifting 
attachments, lifting nuts, hook-up collars, T-caps, shearheads, columns, 
and footings.
    (e) Jacks/lifting units shall be designed and installed so that they 
will neither lift nor continue to lift when they are loaded in excess of 
their rated capacity.
    (f) Jacks/lifting units shall have a safety device installed which 
will cause the jacks/lifting units to support the load in any position 
in the event any jack/lifting unit malfunctions or loses its lifting 
ability.
    (g) Jacking operations shall be synchronized in such a manner to 
ensure even and uniform lifting of the slab. During lifting, all points 
at which the slab is supported shall be kept within 1/2 inch of that 
needed to maintain the slab in a level position.
    (h) If leveling is automatically controlled, a device shall be 
installed that

[[Page 417]]

will stop the operation when the \1/2\inch tolerance set forth in 
paragraph (g) of this section is exceeded or where there is a 
malfunction in the jacking (lifting) system.
    (i) If leveling is maintained by manual controls, such controls 
shall be located in a central location and attended by a competent 
person while lifting is in progress. In addition to meeting the 
definition in Sec. 1926.32(f), the competent person must be experienced 
in the lifting operation and with the lifting equipment being used.
    (j) The maximum number of manually controlled jacks/lifting units on 
one slab shall be limited to a number that will permit the operator to 
maintain the slab level within specified tolerances of paragraph (g) of 
this section, but in no case shall that number exceed 14.
    (k)(1) No employee, except those essential to the jacking operation, 
shall be permitted in the building/structure while any jacking operation 
is taking place unless the building/structure has been reinforced 
sufficiently to ensure its integrity during erection. The phrase 
``reinforced sufficiently to ensure its integrity'' used in this 
paragraph means that a registered professional engineer, independent of 
the engineer who designed and planned the lifting operation, has 
determined from the plans that if there is a loss of support at any jack 
location, that loss will be confined to that location and the structure 
as a whole will remain stable.
    (2) Under no circumstances, shall any employee who is not essential 
to the jacking operation be permitted immediately beneath a slab while 
it is being lifted.
    (3) For the purpose of paragraph (k) of this section, a jacking 
operation begins when a slab or group of slabs is lifted and ends when 
such slabs are secured (with either temporary connections or permanent 
connections).
    (4) Employers who comply with appendix A to Sec. 1926.705 shall be 
considered to be in compliance with the provisions of paragraphs (k)(1) 
through (k)(3) of this section.
    (l) When making temporary connections to support slabs, wedges shall 
be secured by tack welding, or an equivalent method of securing the 
wedges to prevent them from falling out of position. Lifting rods may 
not be released until the wedges at that column have been secured.
    (m) All welding on temporary and permanent connections shall be 
performed by a certified welder, familiar with the welding requirements 
specified in the plans and specifications for the lift-slab operation.
    (n) Load transfer from jacks/lifting units to building columns shall 
not be executed until the welds on the column shear plates (weld blocks) 
are cooled to air temperature.
    (o) Jacks/lifting units shall be positively secured to building 
columns so that they do not become dislodged or dislocated.
    (p) Equipment shall be designed and installed so that the lifting 
rods cannot slip out of position or the employer shall institute other 
measures, such as the use of locking or blocking devices, which will 
provide positive connection between the lifting rods and attachments and 
will prevent components from disengaging during lifting operations.

            Appendix to Sec. 1926.705--Lift-Slab Operations

                    (This Appendix is non-mandatory.)

    In paragraph 1926.705(k), OSHA requires employees to be removed from 
the building/structure during jacking operations unless an independent 
registered professional engineer, other than the engineer who designed 
and planned the lifting operation, has determined that the building/
structure has been sufficiently reinforced to insure the integrity of 
the building/structure. One method to comply with this provision is for 
the employer to ensure that continuous bottom steel is provided in every 
slab and in both directions through every wall or column head area. 
(Column head area means the distance between lines that are one and one 
half times the thickness of the slab or drop panel. These lines are 
located outside opposite faces of the outer edges of the shearhead 
sections--See Figure 1). The amount of bottom steel shall be established 
by assuming loss of support at a given lifting jack

[[Page 418]]

and then determining the steel necessary to carry, by catenary action 
over the span between surrounding supports, the slab service dead load 
plus any service dead and live loads likely to be acting on the slab 
during jacking. In addition, the surrounding supports must be capable of 
resisting any additional load transferred to them as a result of the 
loss of support at the lifting jack considered.
[GRAPHIC] [TIFF OMITTED] TC30OC91.048


[55 FR 42328, Oct. 18, 1990]

[[Page 419]]



Sec. 1926.706  Requirements for masonry construction.

    (a) A limited access zone shall be established whenever a masonry 
wall is being constructed. The limited access zone shall conform to the 
following.
    (1) The limited access zone shall be established prior to the start 
of construction of the wall.
    (2) The limited access zone shall be equal to the height of the wall 
to be constructed plus four feet, and shall run the entire length of the 
wall.
    (3) The limited access zone shall be established on the side of the 
wall which will be unscaffolded.
    (4) The limited access zone shall be restricted to entry by 
employees actively engaged in constructing the wall. No other employees 
shall be permitted to enter the zone.
    (5) The limited access zone shall remain in place until the wall is 
adequately supported to prevent overturning and to prevent collapse 
unless the height of wall is over eight feet, in which case, the limited 
access zone shall remain in place until the requirements of paragraph 
(b) of this section have been met.
    (b) All masonry walls over eight feet in height shall be adequately 
braced to prevent overturning and to prevent collapse unless the wall is 
adequately supported so that it will not overturn or collapse. The 
bracing shall remain in place until permanent supporting elements of the 
structure are in place.



 Sec. Appendix A to Subpart Q of Part 1926--References to subpart Q of 
                                Part 1926

                    (This Appendix is non-mandatory.)

    The following non-mandatory references provide information which can 
be helpful in understanding and complying with the requirements 
contained in subpart Q.
     Accident Prevention Manual for Industrial 
Operations; Eighth Edition; National Safety Council.
     Building Code Requirements for Reinforced 
Concrete (ACI 318-83).
     Formwork for Concrete (ACI SP-4).
     Recommended Practice for Concrete Formwork (ACI 
347-78).
     Safety Requirements for Concrete and Masonry Work 
(ANSI A10.9-1983).
     Standard Test Method for Compressive Strength of 
Cylindrical Concrete Specimens (ASTM C39-86).
     Standard Test Method for Making and Curing 
Concrete Test Specimens in the Field (ASTM C31-85).
     Standard Test Method for Penetration Resistance 
of Hardened Concrete (ASTM C803-82).
     Standard Test Method for Compressive Strength of 
Concrete Cylinders Cast In-Place in Cylindrical Molds (ASTM C873-85).
     Standard Method for Developing Early Age 
Compressive Test Values and Projecting Later Age Strengths (ASTM C918-
80).
     Recommended Practice for Inspection and Testing 
Agencies for Concrete, Steel and Bituminous Materials as Used in 
Construction (ASTM E329-77).
     Method of Making and Curing Concrete Test 
Specimens in the Laboratory (ASTM C192-88).
     Methods of Obtaining and Testing Drilled Cores 
and Sawed Beams of Concrete (ASTM C42-87).
     Methods of Securing, Preparing and Testing 
Specimens from Hardened Lightweight Insulating Concrete for Compressive 
Strength (ASTM C513-86).
     Test Method for Comprehensive Strength of 
Lightweight Insulating Concrete (ASTM C495-86).
     Method of Making, Accelerating Curing, and 
Testing of Concrete Compression Test Specimens (ASTM C684-81).
     Test Method for Compressive Strength of Concrete 
Using Portions of Beams Broken in Flexure (ASTM C116-68 (1980)).



                        Subpart R_Steel Erection

    Authority: Sec. 3704, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); Sec. 4, 6, and 8, 
Occupational Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); 
Secretary of Labor's Order No. 3-2000 (65 FR 50017), No. 5-2002 (67 FR 
65008), or No. 5-2007 (72 FR 31160) as applicable; and 29 CFR part 1911.

    Source: 66 FR 5265, Jan. 18, 2001, unless otherwise noted.



Sec. 1926.750  Scope.

    (a) This subpart sets forth requirements to protect employees from 
the hazards associated with steel erection activities involved in the 
construction, alteration, and/or repair of single and multi-story 
buildings, bridges, and other structures where steel erection occurs. 
The requirements of this subpart apply to employers engaged in

[[Page 420]]

steel erection unless otherwise specified. This subpart does not cover 
electrical transmission towers, communication and broadcast towers, or 
tanks.

    Note to paragraph (a): Examples of structures where steel erection 
may occur include but are not limited to the following: Single and 
multi-story buildings; systems-engineered metal buildings; lift slab/
tilt-up structures; energy exploration structures; energy production, 
transfer and storage structures and facilities; auditoriums; malls; 
amphitheaters; stadiums; power plants; mills; chemical process 
structures; bridges; trestles; overpasses; underpasses; viaducts; 
aqueducts; aerospace facilities and structures; radar and communication 
structures; light towers; signage; billboards; scoreboards; conveyor 
systems; conveyor supports and related framing; stairways; stair towers; 
fire escapes; draft curtains; fire containment structures; monorails; 
aerialways; catwalks; curtain walls; window walls; store fronts; 
elevator fronts; entrances; skylights; metal roofs; industrial 
structures; hi-bay structures; rail, marine and other transportation 
structures; sound barriers; water process and water containment 
structures; air and cable supported structures; space frames; geodesic 
domes; canopies; racks and rack support structures and frames; 
platforms; walkways; balconies; atriums; penthouses; car dumpers; 
stackers/reclaimers; cranes and craneways; bins; hoppers; ovens; 
furnaces; stacks; amusement park structures and rides; and artistic and 
monumental structures.

    (b)(1) Steel erection activities include hoisting, laying out, 
placing, connecting, welding, burning, guying, bracing, bolting, 
plumbing and rigging structural steel, steel joists and metal buildings; 
installing metal decking, curtain walls, window walls, siding systems, 
miscellaneous metals, ornamental iron and similar materials; and moving 
point-to-point while performing these activities.
    (2) The following activities are covered by this subpart when they 
occur during and are a part of steel erection activities: rigging, 
hoisting, laying out, placing, connecting, guying, bracing, dismantling, 
burning, welding, bolting, grinding, sealing, caulking, and all related 
activities for construction, alteration and/or repair of materials and 
assemblies such as structural steel; ferrous metals and alloys; non-
ferrous metals and alloys; glass; plastics and synthetic composite 
materials; structural metal framing and related bracing and assemblies; 
anchoring devices; structural cabling; cable stays; permanent and 
temporary bents and towers; falsework for temporary supports of 
permanent steel members; stone and other non-precast concrete 
architectural materials mounted on steel frames; safety systems for 
steel erection; steel and metal joists; metal decking and raceway 
systems and accessories; metal roofing and accessories; metal siding; 
bridge flooring; cold formed steel framing; elevator beams; grillage; 
shelf racks; multi-purpose supports; crane rails and accessories; 
miscellaneous, architectural and ornamental metals and metal work; 
ladders; railings; handrails; fences and gates; gratings; trench covers; 
floor plates; castings; sheet metal fabrications; metal panels and panel 
wall systems; louvers; column covers; enclosures and pockets; stairs; 
perforated metals; ornamental iron work, expansion control including 
bridge expansion joint assemblies; slide bearings; hydraulic structures; 
fascias; soffit panels; penthouse enclosures; skylights; joint fillers; 
gaskets; sealants and seals; doors; windows; hardware; detention/
security equipment and doors, windows and hardware; conveying systems; 
building specialties; building equipment; machinery and plant equipment, 
furnishings and special construction.
    (c) The duties of controlling contractors under this subpart 
include, but are not limited to, the duties specified in Sec. Sec. 
1926.752 (a) and (c), 1926.755(b)(2), 1926.759(b), and 1926.760(e).



Sec. 1926.751  Definitions.

    Anchored bridging means that the steel joist bridging is connected 
to a bridging terminus point.
    Bolted diagonal bridging means diagonal bridging that is bolted to a 
steel joist or joists.
    Bridging clip means a device that is attached to the steel joist to 
allow the bolting of the bridging to the steel joist.
    Bridging terminus point means a wall, a beam, tandem joists (with 
all bridging installed and a horizontal truss in the plane of the top 
chord) or other element at an end or intermediate

[[Page 421]]

point(s) of a line of bridging that provides an anchor point for the 
steel joist bridging.
    Choker means a wire rope or synthetic fiber rigging assembly that is 
used to attach a load to a hoisting device.
    Cold forming means the process of using press brakes, rolls, or 
other methods to shape steel into desired cross sections at room 
temperature.
    Column means a load-carrying vertical member that is part of the 
primary skeletal framing system. Columns do not include posts.
    Competent person (also defined in Sec. 1926.32) means one who is 
capable of identifying existing and predictable hazards in the 
surroundings or working conditions which are unsanitary, hazardous, or 
dangerous to employees, and who has authorization to take prompt 
corrective measures to eliminate them.
    Connector means an employee who, working with hoisting equipment, is 
placing and connecting structural members and/or components.
    Constructibility means the ability to erect structural steel members 
in accordance with subpart R without having to alter the over-all 
structural design.
    Construction load (for joist erection) means any load other than the 
weight of the employee(s), the joists and the bridging bundle.
    Controlled Decking Zone (CDZ) means an area in which certain work 
(for example, initial installation and placement of metal decking) may 
take place without the use of guardrail systems, personal fall arrest 
systems, fall restraint systems, or safety net systems and where access 
to the zone is controlled.
    Controlled load lowering means lowering a load by means of a 
mechanical hoist drum device that allows a hoisted load to be lowered 
with maximum control using the gear train or hydraulic components of the 
hoist mechanism. Controlled load lowering requires the use of the hoist 
drive motor, rather than the load hoist brake, to lower the load.
    Controlling contractor means a prime contractor, general contractor, 
construction manager or any other legal entity which has the overall 
responsibility for the construction of the project--its planning, 
quality and completion.
    Critical lift means a lift that (1) exceeds 75 percent of the rated 
capacity of the crane or derrick, or (2) requires the use of more than 
one crane or derrick.
    Decking hole means a gap or void more than 2 inches (5.1 cm) in its 
least dimension and less than 12 inches (30.5 cm) in its greatest 
dimension in a floor, roof or other walking/working surface. Pre-
engineered holes in cellular decking (for wires, cables, etc.) are not 
included in this definition.
    Derrick floor means an elevated floor of a building or structure 
that has been designated to receive hoisted pieces of steel prior to 
final placement.
    Double connection means an attachment method where the connection 
point is intended for two pieces of steel which share common bolts on 
either side of a central piece.
    Double connection seat means a structural attachment that, during 
the installation of a double connection, supports the first member while 
the second member is connected.
    Erection bridging means the bolted diagonal bridging that is 
required to be installed prior to releasing the hoisting cables from the 
steel joists.
    Fall restraint system means a fall protection system that prevents 
the user from falling any distance. The system is comprised of either a 
body belt or body harness, along with an anchorage, connectors and other 
necessary equipment. The other components typically include a lanyard, 
and may also include a lifeline and other devices.
    Final interior perimeter means the perimeter of a large permanent 
open space within a building such as an atrium or courtyard. This does 
not include openings for stairways, elevator shafts, etc.
    Girt (in systems-engineered metal buildings) means a ``Z'' or ``C'' 
shaped member formed from sheet steel spanning between primary framing 
and supporting wall material.
    Headache ball means a weighted hook that is used to attach loads to 
the hoist load line of the crane.
    Hoisting equipment means commercially manufactured lifting equipment

[[Page 422]]

designed to lift and position a load of known weight to a location at 
some known elevation and horizontal distance from the equipment's center 
of rotation. ``Hoisting equipment'' includes but is not limited to 
cranes, derricks, tower cranes, barge-mounted derricks or cranes, gin 
poles and gantry hoist systems. A ``come-a-long'' (a mechanical device, 
usually consisting of a chain or cable attached at each end, that is 
used to facilitate movement of materials through leverage) is not 
considered ``hoisting equipment.''
    Leading edge means the unprotected side and edge of a floor, roof, 
or formwork for a floor or other walking/working surface (such as deck) 
which changes location as additional floor, roof, decking or formwork 
sections are placed, formed or constructed.
    Metal decking means a commercially manufactured, structural grade, 
cold rolled metal panel formed into a series of parallel ribs; for this 
subpart, this includes metal floor and roof decks, standing seam metal 
roofs, other metal roof systems and other products such as bar gratings, 
checker plate, expanded metal panels, and similar products. After 
installation and proper fastening, these decking materials serve a 
combination of functions including, but not limited to: a structural 
element designed in combination with the structure to resist, distribute 
and transfer loads, stiffen the structure and provide a diaphragm 
action; a walking/working surface; a form for concrete slabs; a support 
for roofing systems; and a finished floor or roof.
    Multiple lift rigging means a rigging assembly manufactured by wire 
rope rigging suppliers that facilitates the attachment of up to five 
independent loads to the hoist rigging of a crane.
    Opening means a gap or void 12 inches (30.5 cm) or more in its least 
dimension in a floor, roof or other walking/working surface. For the 
purposes of this subpart, skylights and smoke domes that do not meet the 
strength requirements of Sec. 1926.754(e)(3) shall be regarded as 
openings.
    Permanent floor means a structurally completed floor at any level or 
elevation (including slab on grade).
    Personal fall arrest system means a system used to arrest an 
employee in a fall from a working level. A personal fall arrest system 
consists of an anchorage, connectors, a body harness and may include a 
lanyard, deceleration device, lifeline, or suitable combination of 
these. The use of a body belt for fall arrest is prohibited.
    Positioning device system means a body belt or body harness rigged 
to allow an employee to be supported on an elevated, vertical surface, 
such as a wall or column and work with both hands free while leaning.
    Post means a structural member with a longitudinal axis that is 
essentially vertical, that: (1) weighs 300 pounds or less and is axially 
loaded (a load presses down on the top end), or (2) is not axially 
loaded, but is laterally restrained by the above member. Posts typically 
support stair landings, wall framing, mezzanines and other 
substructures.
    Project structural engineer of record means the registered, licensed 
professional responsible for the design of structural steel framing and 
whose seal appears on the structural contract documents.
    Purlin (in systems-engineered metal buildings) means a ``Z'' or 
``C'' shaped member formed from sheet steel spanning between primary 
framing and supporting roof material.
    Qualified person (also defined in Sec. 1926.32) means one who, by 
possession of a recognized degree, certificate, or professional 
standing, or who by extensive knowledge, training, and experience, has 
successfully demonstrated the ability to solve or resolve problems 
relating to the subject matter, the work, or the project.
    Safety deck attachment means an initial attachment that is used to 
secure an initially placed sheet of decking to keep proper alignment and 
bearing with structural support members.
    Shear connector means headed steel studs, steel bars, steel lugs, 
and similar devices which are attached to a structural member for the 
purpose of achieving composite action with concrete.
    Steel erection means the construction, alteration or repair of steel 
buildings, bridges and other structures, including the installation of 
metal decking and

[[Page 423]]

all planking used during the process of erection.
    Steel joist means an open web, secondary load-carrying member of 144 
feet (43.9 m) or less, designed by the manufacturer, used for the 
support of floors and roofs. This does not include structural steel 
trusses or cold-formed joists.
    Steel joist girder means an open web, primary load-carrying member, 
designed by the manufacturer, used for the support of floors and roofs. 
This does not include structural steel trusses.
    Steel truss means an open web member designed of structural steel 
components by the project structural engineer of record. For the 
purposes of this subpart, a steel truss is considered equivalent to a 
solid web structural member.
    Structural steel means a steel member, or a member made of a 
substitute material (such as, but not limited to, fiberglass, aluminum 
or composite members). These members include, but are not limited to, 
steel joists, joist girders, purlins, columns, beams, trusses, splices, 
seats, metal decking, girts, and all bridging, and cold formed metal 
framing which is integrated with the structural steel framing of a 
building.
    Systems-engineered metal building means a metal, field-assembled 
building system consisting of framing, roof and wall coverings. 
Typically, many of these components are cold-formed shapes. These 
individual parts are fabricated in one or more manufacturing facilities 
and shipped to the job site for assembly into the final structure. The 
engineering design of the system is normally the responsibility of the 
systems-engineered metal building manufacturer.
    Tank means a container for holding gases, liquids or solids.
    Unprotected sides and edges means any side or edge (except at 
entrances to points of access) of a walking/working surface, for example 
a, floor, roof, ramp or runway, where there is no wall or guardrail 
system at least 39 inches (1.0 m) high.



Sec. 1926.752  Site layout, site-specific erection plan and construction 

sequence.

    (a) Approval to begin steel erection. Before authorizing the 
commencement of steel erection, the controlling contractor shall ensure 
that the steel erector is provided with the following written 
notifications:
    (1) The concrete in the footings, piers and walls and the mortar in 
the masonry piers and walls has attained, on the basis of an appropriate 
ASTM standard test method of field-cured samples, either 75 percent of 
the intended minimum compressive design strength or sufficient strength 
to support the loads imposed during steel erection.
    (2) Any repairs, replacements and modifications to the anchor bolts 
were conducted in accordance with Sec. 1926.755(b).
    (b) Commencement of steel erection. A steel erection contractor 
shall not erect steel unless it has received written notification that 
the concrete in the footings, piers and walls or the mortar in the 
masonry piers and walls has attained, on the basis of an appropriate 
ASTM standard test method of field-cured samples, either 75 percent of 
the intended minimum compressive design strength or sufficient strength 
to support the loads imposed during steel erection.
    (c) Site layout. The controlling contractor shall ensure that the 
following is provided and maintained:
    (1) Adequate access roads into and through the site for the safe 
delivery and movement of derricks, cranes, trucks, other necessary 
equipment, and the material to be erected and means and methods for 
pedestrian and vehicular control. Exception: this requirement does not 
apply to roads outside of the construction site.
    (2) A firm, properly graded, drained area, readily accessible to the 
work with adequate space for the safe storage of materials and the safe 
operation of the erector's equipment.
    (d) Pre-planning of overhead hoisting operations. All hoisting 
operations in steel erection shall be pre-planned to ensure that the 
requirements of Sec. 1926.753(d) are met.

[[Page 424]]

    (e) Site-specific erection plan. Where employers elect, due to 
conditions specific to the site, to develop alternate means and methods 
that provide employee protection in accordance with Sec. 
1926.753(c)(5), Sec. 1926.757(a)(4) or Sec. 1926.757(e)(4), a site-
specific erection plan shall be developed by a qualified person and be 
available at the work site. Guidelines for establishing a site-specific 
erection plan are contained in Appendix A to this subpart.



Sec. 1926.753  Hoisting and rigging.

    (a) All the provisions of Sec. 1926.550 apply to hoisting and 
rigging with the exception of Sec. 1926.550(g)(2).
    (b) In addition, paragraphs (c) through (e) of this section apply 
regarding the hazards associated with hoisting and rigging.
    (c) General. (1) Pre-shift visual inspection of cranes.
    (i) Cranes being used in steel erection activities shall be visually 
inspected prior to each shift by a competent person; the inspection 
shall include observation for deficiencies during operation. At a 
minimum this inspection shall include the following:
    (A) All control mechanisms for maladjustments;
    (B) Control and drive mechanism for excessive wear of components and 
contamination by lubricants, water or other foreign matter;
    (C) Safety devices, including but not limited to boom angle 
indicators, boom stops, boom kick out devices, anti-two block devices, 
and load moment indicators where required;
    (D) Air, hydraulic, and other pressurized lines for deterioration or 
leakage, particularly those which flex in normal operation;
    (E) Hooks and latches for deformation, chemical damage, cracks, or 
wear;
    (F) Wire rope reeving for compliance with hoisting equipment 
manufacturer's specifications;
    (G) Electrical apparatus for malfunctioning, signs of excessive 
deterioration, dirt, or moisture accumulation;
    (H) Hydraulic system for proper fluid level;
    (I) Tires for proper inflation and condition;
    (J) Ground conditions around the hoisting equipment for proper 
support, including ground settling under and around outriggers, ground 
water accumulation, or similar conditions;
    (K) The hoisting equipment for level position; and
    (L) The hoisting equipment for level position after each move and 
setup.
    (ii) If any deficiency is identified, an immediate determination 
shall be made by the competent person as to whether the deficiency 
constitutes a hazard.
    (iii) If the deficiency is determined to constitute a hazard, the 
hoisting equipment shall be removed from service until the deficiency 
has been corrected.
    (iv) The operator shall be responsible for those operations under 
the operator's direct control. Whenever there is any doubt as to safety, 
the operator shall have the authority to stop and refuse to handle loads 
until safety has been assured.
    (2) A qualified rigger (a rigger who is also a qualified person) 
shall inspect the rigging prior to each shift in accordance with Sec. 
1926.251.
    (3) The headache ball, hook or load shall not be used to transport 
personnel except as provided in paragraph (c)(4) of this section.
    (4) Cranes or derricks may be used to hoist employees on a personnel 
platform when work under this subpart is being conducted, provided that 
all provisions of Sec. 1926.550 (except for Sec. 1926.550(g)(2)) are 
met.
    (5) Safety latches on hooks shall not be deactivated or made 
inoperable except:
    (i) When a qualified rigger has determined that the hoisting and 
placing of purlins and single joists can be performed more safely by 
doing so; or
    (ii) When equivalent protection is provided in a site-specific 
erection plan.
    (d) Working under loads. (1) Routes for suspended loads shall be 
pre-planned to ensure that no employee is required to work directly 
below a suspended load except for:
    (i) Employees engaged in the initial connection of the steel; or
    (ii) Employees necessary for the hooking or unhooking of the load.

[[Page 425]]

    (2) When working under suspended loads, the following criteria shall 
be met:
    (i) Materials being hoisted shall be rigged to prevent unintentional 
displacement;
    (ii) Hooks with self-closing safety latches or their equivalent 
shall be used to prevent components from slipping out of the hook; and
    (iii) All loads shall be rigged by a qualified rigger
    (e) Multiple lift rigging procedure. (1) A multiple lift shall only 
be performed if the following criteria are met:
    (i) A multiple lift rigging assembly is used;
    (ii) A maximum of five members are hoisted per lift;
    (iii) Only beams and similar structural members are lifted; and
    (iv) All employees engaged in the multiple lift have been trained in 
these procedures in accordance with Sec. 1926.761(c)(1).
    (v) No crane is permitted to be used for a multiple lift where such 
use is contrary to the manufacturer's specifications and limitations.
    (2) Components of the multiple lift rigging assembly shall be 
specifically designed and assembled with a maximum capacity for total 
assembly and for each individual attachment point. This capacity, 
certified by the manufacturer or a qualified rigger, shall be based on 
the manufacturer's specifications with a 5 to 1 safety factor for all 
components.
    (3) The total load shall not exceed:
    (i) The rated capacity of the hoisting equipment specified in the 
hoisting equipment load charts;
    (ii) The rigging capacity specified in the rigging rating chart.
    (4) The multiple lift rigging assembly shall be rigged with members:
    (i) Attached at their center of gravity and maintained reasonably 
level;
    (ii) Rigged from top down; and
    (iii) Rigged at least 7 feet (2.1 m) apart.
    (5) The members on the multiple lift rigging assembly shall be set 
from the bottom up.
    (6) Controlled load lowering shall be used whenever the load is over 
the connectors.



Sec. 1926.754  Structural steel assembly.

    (a) Structural stability shall be maintained at all times during the 
erection process.
    (b) The following additional requirements shall apply for multi-
story structures:
    (1) The permanent floors shall be installed as the erection of 
structural members progresses, and there shall be not more than eight 
stories between the erection floor and the upper-most permanent floor, 
except where the structural integrity is maintained as a result of the 
design.
    (2) At no time shall there be more than four floors or 48 feet (14.6 
m), whichever is less, of unfinished bolting or welding above the 
foundation or uppermost permanently secured floor, except where the 
structural integrity is maintained as a result of the design.
    (3) A fully planked or decked floor or nets shall be maintained 
within two stories or 30 feet (9.1 m), whichever is less, directly under 
any erection work being performed.
    (c) Walking/working surfaces--shear connectors and other similar 
devices--(1) Tripping hazards. Shear connectors (such as headed steel 
studs, steel bars or steel lugs), reinforcing bars, deformed anchors or 
threaded studs shall not be attached to the top flanges of beams, joists 
or beam attachments so that they project vertically from or horizontally 
across the top flange of the member until after the metal decking, or 
other walking/working surface, has been installed.
    (2) Installation of shear connectors on composite floors, roofs and 
bridge decks. When shear connectors are used in construction of 
composite floors, roofs and bridge decks, employees shall lay out and 
install the shear connectors after the metal decking has been installed, 
using the metal decking as a working platform. Shear connectors shall 
not be installed from within a controlled decking zone (CDZ), as 
specified in Sec. 1926.760(c)(8).
    (d) Plumbing-up. (1) When deemed necessary by a competent person, 
plumbing-up equipment shall be installed in conjunction with the steel 
erection process to ensure the stability of the structure.

[[Page 426]]

    (2) When used, plumbing-up equipment shall be in place and properly 
installed before the structure is loaded with construction material such 
as loads of joists, bundles of decking or bundles of bridging.
    (3) Plumbing-up equipment shall be removed only with the approval of 
a competent person.
    (e) Metal decking--(1) Hoisting, landing and placing of metal 
decking bundles. (i) Bundle packaging and strapping shall not be used 
for hoisting unless specifically designed for that purpose.
    (ii) If loose items such as dunnage, flashing, or other materials 
are placed on the top of metal decking bundles to be hoisted, such items 
shall be secured to the bundles.
    (iii) Bundles of metal decking on joists shall be landed in 
accordance with Sec. 1926.757(e)(4).
    (iv) Metal decking bundles shall be landed on framing members so 
that enough support is provided to allow the bundles to be unbanded 
without dislodging the bundles from the supports.
    (v) At the end of the shift or when environmental or jobsite 
conditions require, metal decking shall be secured against displacement.
    (2) Roof and floor holes and openings. Metal decking at roof and 
floor holes and openings shall be installed as follows:
    (i) Framed metal deck openings shall have structural members turned 
down to allow continuous deck installation except where not allowed by 
structural design constraints or constructibility.
    (ii) Roof and floor holes and openings shall be decked over. Where 
large size, configuration or other structural design does not allow 
openings to be decked over (such as elevator shafts, stair wells, etc.) 
employees shall be protected in accordance with Sec. 1926.760(a)(1).
    (iii) Metal decking holes and openings shall not be cut until 
immediately prior to being permanently filled with the equipment or 
structure needed or intended to fulfill its specific use and which meets 
the strength requirements of paragraph (e)(3) of this section, or shall 
be immediately covered.
    (3) Covering roof and floor openings. (i) Covers for roof and floor 
openings shall be capable of supporting, without failure, twice the 
weight of the employees, equipment and materials that may be imposed on 
the cover at any one time.
    (ii) All covers shall be secured when installed to prevent 
accidental displacement by the wind, equipment or employees.
    (iii) All covers shall be painted with high-visibility paint or 
shall be marked with the word ``HOLE'' or ``COVER'' to provide warning 
of the hazard.
    (iv) Smoke dome or skylight fixtures that have been installed, are 
not considered covers for the purpose of this section unless they meet 
the strength requirements of paragraph (e)(3)(i) of this section.
    (4) Decking gaps around columns. Wire mesh, exterior plywood, or 
equivalent, shall be installed around columns where planks or metal 
decking do not fit tightly. The materials used must be of sufficient 
strength to provide fall protection for personnel and prevent objects 
from falling through.
    (5) Installation of metal decking. (i) Except as provided in Sec. 
1926.760(c), metal decking shall be laid tightly and immediately secured 
upon placement to prevent accidental movement or displacement.
    (ii) During initial placement, metal decking panels shall be placed 
to ensure full support by structural members.
    (6) Derrick floors. (i) A derrick floor shall be fully decked and/or 
planked and the steel member connections completed to support the 
intended floor loading.
    (ii) Temporary loads placed on a derrick floor shall be distributed 
over the underlying support members so as to prevent local overloading 
of the deck material.

[66 FR 5265, Jan. 18, 2001, as amended at 71 FR 2885, Jan. 18, 2006; 71 
FR 16674, Apr. 3, 2006]



Sec. 1926.755  Column anchorage.

    (a) General requirements for erection stability. (1) All columns 
shall be anchored by a minimum of 4 anchor rods (anchor bolts).
    (2) Each column anchor rod (anchor bolt) assembly, including the 
column-to-base plate weld and the column foundation, shall be designed 
to resist a minimum eccentric gravity load of

[[Page 427]]

300 pounds (136.2 kg) located 18 inches (.46m) from the extreme outer 
face of the column in each direction at the top of the column shaft.
    (3) Columns shall be set on level finished floors, pre-grouted 
leveling plates, leveling nuts, or shim packs which are adequate to 
transfer the construction loads.
    (4) All columns shall be evaluated by a competent person to 
determine whether guying or bracing is needed; if guying or bracing is 
needed, it shall be installed.
    (b) Repair, replacement or field modification of anchor rods (anchor 
bolts). (1) Anchor rods (anchor bolts) shall not be repaired, replaced 
or field-modified without the approval of the project structural 
engineer of record.
    (2) Prior to the erection of a column, the controlling contractor 
shall provide written notification to the steel erector if there has 
been any repair, replacement or modification of the anchor rods (anchor 
bolts) of that column.



Sec. 1926.756  Beams and columns.

    (a) General. (1) During the final placing of solid web structural 
members, the load shall not be released from the hoisting line until the 
members are secured with at least two bolts per connection, of the same 
size and strength as shown in the erection drawings, drawn up wrench-
tight or the equivalent as specified by the project structural engineer 
of record, except as specified in paragraph (b) of this section.
    (2) A competent person shall determine if more than two bolts are 
necessary to ensure the stability of cantilevered members; if additional 
bolts are needed, they shall be installed.
    (b) Diagonal bracing. Solid web structural members used as diagonal 
bracing shall be secured by at least one bolt per connection drawn up 
wrench-tight or the equivalent as specified by the project structural 
engineer of record.
    (c) (1) Double connections at columns and/or at beam webs over a 
column. When two structural members on opposite sides of a column web, 
or a beam web over a column, are connected sharing common connection 
holes, at least one bolt with its wrench-tight nut shall remain 
connected to the first member unless a shop-attached or field-attached 
seat or equivalent connection device is supplied with the member to 
secure the first member and prevent the column from being displaced (See 
Appendix H to this subpart for examples of equivalent connection 
devices).
    (2) If a seat or equivalent device is used, the seat (or device) 
shall be designed to support the load during the double connection 
process. It shall be adequately bolted or welded to both a supporting 
member and the first member before the nuts on the shared bolts are 
removed to make the double connection.
    (d) Column splices. Each column splice shall be designed to resist a 
minimum eccentric gravity load of 300 pounds (136.2 kg) located 18 
inches (.46 m) from the extreme outer face of the column in each 
direction at the top of the column shaft.
    (e) Perimeter columns. Perimeter columns shall not be erected 
unless:
    (1) The perimeter columns extend a minimum of 48 inches (1.2 m) 
above the finished floor to permit installation of perimeter safety 
cables prior to erection of the next tier, except where constructibility 
does not allow (see Appendix F to this subpart);
    (2) The perimeter columns have holes or other devices in or attached 
to perimeter columns at 42-45 inches (107-114 cm) above the finished 
floor and the midpoint between the finished floor and the top cable to 
permit installation of perimeter safety cables required by Sec. 
1926.760(a)(2), except where constructibility does not allow. (See 
Appendix F to this subpart).



Sec. 1926.757  Open web steel joists.

    (a) General. (1) Except as provided in paragraph (a)(2) of this 
section, where steel joists are used and columns are not framed in at 
least two directions with solid web structural steel members, a steel 
joist shall be field-bolted at the column to provide lateral stability 
to the column during erection. For the installation of this joist:
    (i) A vertical stabilizer plate shall be provided on each column for 
steel joists. The plate shall be a minimum of 6 inch by 6 inch (152 mm 
by 152 mm) and shall extend at least 3 inches (76

[[Page 428]]

mm) below the bottom chord of the joist with a \13/16\ inch (21 mm) hole 
to provide an attachment point for guying or plumbing cables.
    (ii) The bottom chords of steel joists at columns shall be 
stabilized to prevent rotation during erection.
    (iii) Hoisting cables shall not be released until the seat at each 
end of the steel joist is field-bolted, and each end of the bottom chord 
is restrained by the column stabilizer plate.
    (2) Where constructibility does not allow a steel joist to be 
installed at the column:
    (i) an alternate means of stabilizing joists shall be installed on 
both sides near the column and shall:
    (A) provide stability equivalent to paragraph (a)(1) of this 
section;
    (B) be designed by a qualified person;
    (C) be shop installed; and
    (D) be included in the erection drawings.
    (ii) hoisting cables shall not be released until the seat at each 
end of the steel joist is field-bolted and the joist is stabilized.
    (3) Where steel joists at or near columns span 60 feet (18.3 m) or 
less, the joist shall be designed with sufficient strength to allow one 
employee to release the hoisting cable without the need for erection 
bridging.
    (4) Where steel joists at or near columns span more than 60 feet 
(18.3 m), the joists shall be set in tandem with all bridging installed 
unless an alternative method of erection, which provides equivalent 
stability to the steel joist, is designed by a qualified person and is 
included in the site-specific erection plan.
    (5) A steel joist or steel joist girder shall not be placed on any 
support structure unless such structure is stabilized.
    (6) When steel joist(s) are landed on a structure, they shall be 
secured to prevent unintentional displacement prior to installation.
    (7) No modification that affects the strength of a steel joist or 
steel joist girder shall be made without the approval of the project 
structural engineer of record.
    (8) Field-bolted joists. (i) Except for steel joists that have been 
pre-assembled into panels, connections of individual steel joists to 
steel structures in bays of 40 feet (12.2 m) or more shall be fabricated 
to allow for field bolting during erection.
    (ii) These connections shall be field-bolted unless constructibility 
does not allow.
    (9) Steel joists and steel joist girders shall not be used as 
anchorage points for a fall arrest system unless written approval to do 
so is obtained from a qualified person.
    (10) A bridging terminus point shall be established before bridging 
is installed. (See Appendix C to this subpart.)
    (b) Attachment of steel joists and steel joist girders. (1) Each end 
of ``K'' series steel joists shall be attached to the support structure 
with a minimum of two \1/8\-inch (3 mm) fillet welds 1 inch (25 mm) long 
or with two \1/2\-inch (13 mm) bolts, or the equivalent.
    (2) Each end of ``LH'' and ``DLH'' series steel joists and steel 
joist girders shall be attached to the support structure with a minimum 
of two \1/4\-inch (6 mm) fillet welds 2 inches (51 mm) long, or with two 
\3/4\-inch (19 mm) bolts, or the equivalent.
    (3) Except as provided in paragraph (b)(4) of this section, each 
steel joist shall be attached to the support structure, at least at one 
end on both sides of the seat, immediately upon placement in the final 
erection position and before additional joists are placed.
    (4) Panels that have been pre-assembled from steel joists with 
bridging shall be attached to the structure at each corner before the 
hoisting cables are released.
    (c) Erection of steel joists. (1) Both sides of the seat of one end 
of each steel joist that requires bridging under Tables A and B shall be 
attached to the support structure before hoisting cables are released.
    (2) For joists over 60 feet, both ends of the joist shall be 
attached as specified in paragraph (b) of this section and the 
provisions of paragraph (d) of this section met before the hoisting 
cables are released.
    (3) On steel joists that do not require erection bridging under 
Tables A and B, only one employee shall be allowed on the joist until 
all bridging is installed and anchored.

[[Page 429]]



            Table A--Erection Bridging for Short Span Joists
------------------------------------------------------------------------
                   Joist                                 Span
------------------------------------------------------------------------
8L1........................................  NM
10K1.......................................  NM
12K1.......................................  23-0
12K3.......................................  NM
12K5.......................................  NM
14K1.......................................  27-0
14K3.......................................  NM
14K4.......................................  NM
14K6.......................................  NM
16K2.......................................  29-0
16K3.......................................  30-0
16K4.......................................  32-0
16K5.......................................  32-0
16K6.......................................  NM
16K7.......................................  NM
16K9.......................................  NM
18K3.......................................  31-0
18K4.......................................  32-0
18K5.......................................  33-0
18K6.......................................  35-0
18K7.......................................  NM
18K9.......................................  NM
18K10......................................  NM
20K3.......................................  32-0
20K4.......................................  34-0
20K5.......................................  34-0
20K6.......................................  36-0
20K7.......................................  39-0
20K9.......................................  39-0
20K10......................................  NM
22K4.......................................  34-0
22K5.......................................  35-0
22K6.......................................  36-0
22K7.......................................  40-0
22K9.......................................  40-0
22K10......................................  40-0
22K11......................................  40-0
24K4.......................................  36-0
24K5.......................................  38-0
24K6.......................................  39-0
24K7.......................................  43-0
24K8.......................................  43-0
24K9.......................................  44-0
24K10......................................  NM
24K12......................................  NM
26K5.......................................  38-0
26K6.......................................  39-0
26K7.......................................  43-0
26K8.......................................  44-0
26K9.......................................  45-0
26K10......................................  49-0
26K12......................................  NM
28K6.......................................  40-0
28K7.......................................  43-0
28K8.......................................  44-0
28K9.......................................  45-0
28K10......................................  49-0
28K12......................................  53-0
30K7.......................................  44-0
30K8.......................................  45-0
30K9.......................................  45-0
30K10......................................  50-0
30K11......................................  52-0
30K12......................................  54-0
10KCS1.....................................  NM
10KCS2.....................................  NM
10KCS3.....................................  NM
12KCS1.....................................  NM
12KCS2.....................................  NM
12KCS3.....................................  NM
14KCS1.....................................  NM
14KCS2.....................................  NM
14KCS3.....................................  NM
16KCS2.....................................  NM
16KCS3.....................................  NM
16KCS4.....................................  NM
16KCS5.....................................  NM
18KCS2.....................................  35-0
18KCS3.....................................  NM
18KCS4.....................................  NM
18KCS5.....................................  NM
20KCS2.....................................  36-0
20KCS3.....................................  39-0
20KCS4.....................................  NM
20KCS5.....................................  NM
22KCS2.....................................  36-0
22KCS3.....................................  40-0
22KCS4.....................................  NM
22KCS5.....................................  NM
24KCS2.....................................  39-0
24KCS3.....................................  44-0
24KCS4.....................................  NM
24KCS5.....................................  NM
26KCS2.....................................  39-0
26KCS3.....................................  44-0
26KCS4.....................................  NM
26KCS5.....................................  NM
28KCS2.....................................  40-0
28KCS3.....................................  45-0
28KCS4.....................................  53-0
28KCS5.....................................  53-0
30KC53.....................................  45-0
30KCS4.....................................  54-0
30KCS5.....................................  54-0
------------------------------------------------------------------------
NM=diagonal bolted bridging not mandatory for joists under 40 feet.


             Table B--Erection Bridging for Long Span Joists
------------------------------------------------------------------------
                   Joist                                Span
------------------------------------------------------------------------
18LH02....................................  33-0.
18LH03....................................  NM.
18LH04....................................  NM.
18LH05....................................  NM.
18LH06....................................  NM.
18LH07....................................  NM.
18LH08....................................  NM.
18LH09....................................  NM.
20LH02....................................  33-0.
20LH03....................................  38-0.
20LH04....................................  NM.
20LH05....................................  NM.
20LH06....................................  NM.
20LH07....................................  NM.
20LH08....................................  NM.
20LH09....................................  NM.
20LH10....................................  NM.
24LH03....................................  35-0.
24LH04....................................  39-0.
24LH05....................................  40-0.
24LH06....................................  45-0.
24LH07....................................  NM.
24LH08....................................  NM.
24LH09....................................  NM.
24LH10....................................  NM.
24LH11....................................  NM.
28LH05....................................  42-0.
28LH06....................................  42-0.
28LH07....................................  NM.

[[Page 430]]

 
28LH08....................................  NM.
28LH09....................................  NM.
28LH10....................................  NM.
28LH11....................................  NM.
28LH12....................................  NM.
28LH13....................................  NM.
32LH06....................................  47-0 through 60-0.
32LH07....................................  47-0 through 60-0.
32LH08....................................  55-0 through 60-0.
32LH09....................................  NM through 60-0.
32LH10....................................  NM through 60-0.
32LH11....................................  NM through 60-0.
32LH12....................................  NM through 60-0.
32LH13....................................  NM through 60-0.
32LH14....................................  NM through 60-0.
32LH15....................................  NM through 60-0.
36LH07....................................  47-0 through 60-0.
36LH08....................................  47-0 through 60-0.
36LH09....................................  57-0 through 60-0.
36LH10....................................  NM through 60-0.
36LH11....................................  NM through 60-0.
36LH12....................................  NM through 60-0.
36LH13....................................  NM through 60-0.
36LH14....................................  NM through 60-0.
36LH15....................................  NM through 60-0.
------------------------------------------------------------------------
NM = diagonal bolted bridging not mandatory for joists under 40 feet.

    (4) Employees shall not be allowed on steel joists where the span of 
the steel joist is equal to or greater than the span shown in Tables A 
and B except in accordance with Sec. 1926.757(d).
    (5) When permanent bridging terminus points cannot be used during 
erection, additional temporary bridging terminus points are required to 
provide stability. (See appendix C of this subpart.)
    (d) Erection bridging. (1) Where the span of the steel joist is 
equal to or greater than the span shown in Tables A and B, the following 
shall apply:
    (i) A row of bolted diagonal erection bridging shall be installed 
near the midspan of the steel joist;
    (ii) Hoisting cables shall not be released until this bolted 
diagonal erection bridging is installed and anchored; and
    (iii) No more than one employee shall be allowed on these spans 
until all other bridging is installed and anchored.
    (2) Where the span of the steel joist is over 60 feet (18.3 m) 
through 100 feet (30.5 m), the following shall apply:
    (i) All rows of bridging shall be bolted diagonal bridging;
    (ii) Two rows of bolted diagonal erection bridging shall be 
installed near the third points of the steel joist;
    (iii) Hoisting cables shall not be released until this bolted 
diagonal erection bridging is installed and anchored; and
    (iv) No more than two employees shall be allowed on these spans 
until all other bridging is installed and anchored.
    (3) Where the span of the steel joist is over 100 feet (30.5 m) 
through 144 feet (43.9 m), the following shall apply:
    (i) All rows of bridging shall be bolted diagonal bridging;
    (ii) Hoisting cables shall not be released until all bridging is 
installed and anchored; and
    (iii) No more than two employees shall be allowed on these spans 
until all bridging is installed and anchored.
    (4) For steel members spanning over 144 feet (43.9 m), the erection 
methods used shall be in accordance with Sec. 1926.756.
    (5) Where any steel joist specified in paragraphs (c)(2) and (d)(1), 
(d)(2), and (d)(3) of this section is a bottom chord bearing joist, a 
row of bolted diagonal bridging shall be provided near the support(s). 
This bridging shall be installed and anchored before the hoisting 
cable(s) is released.
    (6) When bolted diagonal erection bridging is required by this 
section, the following shall apply:
    (i) The bridging shall be indicated on the erection drawing;
    (ii) The erection drawing shall be the exclusive indicator of the 
proper placement of this bridging;
    (iii) Shop-installed bridging clips, or functional equivalents, 
shall be used where the bridging bolts to the steel joists;
    (iv) When two pieces of bridging are attached to the steel joist by 
a common bolt, the nut that secures the first piece of bridging shall 
not be removed from the bolt for the attachment of the second; and
    (v) Bridging attachments shall not protrude above the top chord of 
the steel joist.
    (e) Landing and placing loads. (1) During the construction period, 
the employer placing a load on steel joists

[[Page 431]]

shall ensure that the load is distributed so as not to exceed the 
carrying capacity of any steel joist.
    (2) Except for paragraph (e)(4) of this section, no construction 
loads are allowed on the steel joists until all bridging is installed 
and anchored and all joist-bearing ends are attached.
    (3) The weight of a bundle of joist bridging shall not exceed a 
total of 1,000 pounds (454 kg). A bundle of joist bridging shall be 
placed on a minimum of three steel joists that are secured at one end. 
The edge of the bridging bundle shall be positioned within 1 foot (.30 
m) of the secured end.
    (4) No bundle of decking may be placed on steel joists until all 
bridging has been installed and anchored and all joist bearing ends 
attached, unless all of the following conditions are met:
    (i) The employer has first determined from a qualified person and 
documented in a site-specific erection plan that the structure or 
portion of the structure is capable of supporting the load;
    (ii) The bundle of decking is placed on a minimum of three steel 
joists;
    (iii) The joists supporting the bundle of decking are attached at 
both ends;
    (iv) At least one row of bridging is installed and anchored;
    (v) The total weight of the bundle of decking does not exceed 4,000 
pounds (1816 kg); and
    (vi) Placement of the bundle of decking shall be in accordance with 
paragraph (e)(5) of this section.
    (5) The edge of the construction load shall be placed within 1 foot 
(.30 m) of the bearing surface of the joist end.



Sec. 1926.758  Systems-engineered metal buildings.

    (a) All of the requirements of this subpart apply to the erection of 
systems-engineered metal buildings except Sec. Sec. 1926.755 (column 
anchorage) and 1926.757 (open web steel joists).
    (b) Each structural column shall be anchored by a minimum of four 
anchor rods (anchor bolts).
    (c) Rigid frames shall have 50 percent of their bolts or the number 
of bolts specified by the manufacturer (whichever is greater) installed 
and tightened on both sides of the web adjacent to each flange before 
the hoisting equipment is released.
    (d) Construction loads shall not be placed on any structural steel 
framework unless such framework is safely bolted, welded or otherwise 
adequately secured.
    (e) In girt and eave strut-to-frame connections, when girts or eave 
struts share common connection holes, at least one bolt with its wrench-
tight nut shall remain connected to the first member unless a 
manufacturer-supplied, field-attached seat or similar connection device 
is present to secure the first member so that the girt or eave strut is 
always secured against displacement.
    (f) Both ends of all steel joists or cold-formed joists shall be 
fully bolted and/or welded to the support structure before:
    (1) Releasing the hoisting cables;
    (2) Allowing an employee on the joists; or
    (3) Allowing any construction loads on the joists.
    (g) Purlins and girts shall not be used as an anchorage point for a 
fall arrest system unless written approval is obtained from a qualified 
person.
    (h) Purlins may only be used as a walking/working surface when 
installing safety systems, after all permanent bridging has been 
installed and fall protection is provided.
    (i) Construction loads may be placed only within a zone that is 
within 8 feet (2.5 m) of the center-line of the primary support member.



Sec. 1926.759  Falling object protection.

    (a) Securing loose items aloft. All materials, equipment, and tools, 
which are not in use while aloft, shall be secured against accidental 
displacement.
    (b) Protection from falling objects other than materials being 
hoisted. The controlling contractor shall bar other construction 
processes below steel erection unless overhead protection for the 
employees below is provided.



Sec. 1926.760  Fall protection.

    (a) General requirements. (1) Except as provided by paragraph (a)(3) 
of this section, each employee engaged in a steel erection activity who 
is on a walking/working surface with an unprotected

[[Page 432]]

side or edge more than 15 feet (4.6 m) above a lower level shall be 
protected from fall hazards by guardrail systems, safety net systems, 
personal fall arrest systems, positioning device systems or fall 
restraint systems.
    (2) Perimeter safety cables. On multi-story structures, perimeter 
safety cables shall be installed at the final interior and exterior 
perimeters of the floors as soon as the metal decking has been 
installed.
    (3) Connectors and employees working in controlled decking zones 
shall be protected from fall hazards as provided in paragraphs (b) and 
(c) of this section, respectively.
    (b) Connectors. Each connector shall:
    (1) Be protected in accordance with paragraph (a)(1) of this section 
from fall hazards of more than two stories or 30 feet (9.1 m) above a 
lower level, whichever is less;
    (2) Have completed connector training in accordance with Sec. 
1926.761; and
    (3) Be provided, at heights over 15 and up to 30 feet above a lower 
level, with a personal fall arrest system, positioning device system or 
fall restraint system and wear the equipment necessary to be able to be 
tied off; or be provided with other means of protection from fall 
hazards in accordance with paragraph (a)(1) of this section.
    (c) Controlled Decking Zone (CDZ). A controlled decking zone may be 
established in that area of the structure over 15 and up to 30 feet 
above a lower level where metal decking is initially being installed and 
forms the leading edge of a work area. In each CDZ, the following shall 
apply:
    (1) Each employee working at the leading edge in a CDZ shall be 
protected from fall hazards of more than two stories or 30 feet (9.1 m), 
whichever is less.
    (2) Access to a CDZ shall be limited to only those employees engaged 
in leading edge work.
    (3) The boundaries of a CDZ shall be designated and clearly marked. 
The CDZ shall not be more than 90 feet (27.4 m) wide and 90 (27.4 m) 
feet deep from any leading edge. The CDZ shall be marked by the use of 
control lines or the equivalent. Examples of acceptable procedures for 
demarcating CDZ's can be found in Appendix D to this subpart.
    (4) Each employee working in a CDZ shall have completed CDZ training 
in accordance with Sec. 1926.761.
    (5) Unsecured decking in a CDZ shall not exceed 3,000 square feet 
(914.4 m\2\).
    (6) Safety deck attachments shall be performed in the CDZ from the 
leading edge back to the control line and shall have at least two 
attachments for each metal decking panel.
    (7) Final deck attachments and installation of shear connectors 
shall not be performed in the CDZ.
    (d) Criteria for fall protection equipment. (1) Guardrail systems, 
safety net systems, personal fall arrest systems, positioning device 
systems and their components shall conform to the criteria in Sec. 
1926.502 (see Appendix G to this subpart).
    (2) Fall arrest system components shall be used in fall restraint 
systems and shall conform to the criteria in Sec. 1926.502 (see 
Appendix G). Either body belts or body harnesses shall be used in fall 
restraint systems.
    (3) Perimeter safety cables shall meet the criteria for guardrail 
systems in Sec. 1926.502 (see Appendix G).
    (e) Custody of fall protection. Fall protection provided by the 
steel erector shall remain in the area where steel erection activity has 
been completed, to be used by other trades, only if the controlling 
contractor or its authorized representative:
    (1) Has directed the steel erector to leave the fall protection in 
place; and
    (2) Has inspected and accepted control and responsibility of the 
fall protection prior to authorizing persons other than steel erectors 
to work in the area.



Sec. 1926.761  Training.

    The following provisions supplement the requirements of Sec. 
1926.21 regarding the hazards addressed in this subpart.
    (a) Training personnel. Training required by this section shall be 
provided by a qualified person(s).
    (b) Fall hazard training. The employer shall train each employee 
exposed to a fall hazard in accordance with the requirements of this 
section. The employer shall institute a training program and ensure 
employee participation in the program.

[[Page 433]]

    (c) Special training programs. In addition to the training required 
in paragraphs (a) and (b) of this section, the employer shall provide 
special training to employees engaged in the following activities.
    (1) Multiple lift rigging procedure. The employer shall ensure that 
each employee who performs multiple lift rigging has been provided 
training in the following areas:
    (i) The nature of the hazards associated with multiple lifts; and
    (ii) The proper procedures and equipment to perform multiple lifts 
required by Sec. 1926.753(e).
    (2) Connector procedures. The employer shall ensure that each 
connector has been provided training in the following areas:
    (i) The nature of the hazards associated with connecting; and
    (ii) The establishment, access, proper connecting techniques and 
work practices required by Sec. 1926.756(c) and Sec. 1926.760(b).
    (3) Controlled Decking Zone Procedures. Where CDZs are being used, 
the employer shall assure that each employee has been provided training 
in the following areas:
    (i) The nature of the hazards associated with work within a 
controlled decking zone; and
    (ii) The establishment, access, proper installation techniques and 
work practices required by Sec. 1926.760(c) and Sec. 1926.754(e).

[66 FR 5265, Jan. 18, 2001, as amended at 73 FR 75589, Dec. 12, 2008]



 Sec. Appendix A to Subpart R of Part 1926--Guidelines for Establishing 

     the Components of a Site-specific Erection Plan: Non-mandatory 

            Guidelines for Complying With Sec. 1926.752(e).

    (a) General. This appendix serves as a guideline to assist employers 
who elect to develop a site-specific erection plan in accordance with 
Sec. 1926.752(e) with alternate means and methods to provide employee 
protection in accordance with Sec. 1926.752(e), Sec. 1926.753(c)(5), 
Sec. 1926.757(a)(4) and Sec. 1926.757(e)(4).
    (b) Development of a site-specific erection plan. Pre-construction 
conference(s) and site inspection(s) are held between the erector and 
the controlling contractor, and others such as the project engineer and 
fabricator before the start of steel erection. The purpose of such 
conference(s) is to develop and review the site-specific erection plan 
that will meet the requirements of this section.
    (c) Components of a site-specific erection plan. In developing a 
site-specific erection plan, a steel erector considers the following 
elements:
    (1) The sequence of erection activity, developed in coordination 
with the controlling contractor, that includes the following:
    (i) Material deliveries:
    (ii) Material staging and storage; and
    (iii) Coordination with other trades and construction activities.
    (2) A description of the crane and derrick selection and placement 
procedures, including the following:
    (i) Site preparation;
    (ii) Path for overhead loads; and
    (iii) Critical lifts, including rigging supplies and equipment.
    (3) A description of steel erection activities and procedures, 
including the following:
    (i) Stability considerations requiring temporary bracing and guying;
    (ii) Erection bridging terminus point;
    (iii) Anchor rod (anchor bolt) notifications regarding repair, 
replacement and modifications;
    (iv) Columns and beams (including joists and purlins);
    (v) Connections;
    (vi) Decking; and
    (vii) Ornamental and miscellaneous iron.
    (4) A description of the fall protection procedures that will be 
used to comply with Sec. 1926.760.
    (5) A description of the procedures that will be used to comply with 
Sec. 1926.759.
    (6) A description of the special procedures required for hazardous 
non-routine tasks.
    (7) A certification for each employee who has received training for 
performing steel erection operations as required by Sec. 1926.761.
    (8) A list of the qualified and competent persons.
    (9) A description of the procedures that will be utilized in the 
event of rescue or emergency response.
    (d) Other plan information. The plan:
    (1) Includes the identification of the site and project; and
    (2) Is signed and dated by the qualified person(s) responsible for 
its preparation and modification.



          Sec. Appendix B to Subpart R of Part 1926 [Reserved]

[[Page 434]]



  Sec. Appendix C to Subpart R of Part 1926--Illustrations of Bridging 
                     Terminus Points: Non-mandatory

[GRAPHIC] [TIFF OMITTED] TR18JA01.021


[[Page 435]]


[GRAPHIC] [TIFF OMITTED] TR18JA01.022


[[Page 436]]


[GRAPHIC] [TIFF OMITTED] TR18JA01.023



 Sec. Appendix D to Subpart R of Part 1926--Illustration of the Use of 

    Control Lines To Demarcate Controlled Decking Zones (CDZs): Non-

      mandatory Guidelines for Complying With Sec. 1926.760(c)(3)

    (1) When used to control access to areas where leading edge and 
initial securement of metal deck and other operations connected with 
leading edge work are taking place, the controlled decking zone (CDZ) is 
defined by a control line or by any other means that restricts access.
    (i) A control line for a CDZ is erected not less than 6 feet (1.8 m) 
nor more than 90 feet (27.4 m) from the leading edge.
    (ii) Control lines extend along the entire length of the unprotected 
or leading edge

[[Page 437]]

and are approximately parallel to the unprotected or leading edge.
    (iii) Control lines are connected on each side to a guardrail 
system, wall, stanchion or other suitable anchorage.
    (2) Control lines consist of ropes, wires, tapes, or equivalent 
materials, and supporting stanchions as follows:
    (i) Each line is rigged and supported in such a way that its lowest 
point (including sag) is not less than 39 inches (1.0 m) from the 
walking/working surface and its highest point is not more than 45 inches 
(1.3 m) from the walking/working surface.
    (ii) Each line has a minimum breaking strength of 200 pounds (90.8 
kg).



   Sec. Appendix E to Subpart R of Part 1926--Training: Non-mandatory 
              Guidelines for Complying With Sec. 1926.761

    The training requirements of Sec. 1926.761 will be deemed to have 
been met if employees have completed a training course on steel 
erection, including instruction in the provisions of this standard, that 
has been approved by the U.S. Department of Labor Bureau of 
Apprenticeship.



   Sec. Appendix F to Subpart R of Part 1926--Perimeter Columns: Non-

Mandatory Guidelines for Complying With Sec. 1926.756(e) To Protect the 

          Unprotected Side or Edge of a Walking/Working Surface

    In multi-story structures, when holes in the column web are used for 
perimeter safety cables, the column splice must be placed sufficiently 
high so as not to interfere with any attachments to the column necessary 
for the column splice. Column splices are recommended to be placed at 
every other or fourth levels as design allows. Column splices at third 
levels are detrimental to the erection process and should be avoided if 
possible.



 Sec. Appendix G to Subpart R of Part 1926--Sec. 1926.502 (b)-(e) Fall 
                Protection Systems Criteria and Practices

    (b) ``Guardrail systems.'' Guardrail systems and their use shall 
comply with the following provisions:
    (1) Top edge height of top rails, or equivalent guardrail system 
members, shall be 42 inches (1.1 m) plus or minus 3 inches (8 cm) above 
the walking/working level. When conditions warrant, the height of the 
top edge may exceed the 45-inch height, provided the guardrail system 
meets all other criteria of this paragraph (Sec. 1926.502(b)).

    Note: When employees are using stilts, the top edge height of the 
top rail, or equivalent member, shall be increased an amount equal to 
the height of the stilts.

    (2) Midrails, screens, mesh, intermediate vertical members, or 
equivalent intermediate structural members shall be installed between 
the top edge of the guardrail system and the walking/working surface 
when there is no wall or parapet wall at least 21 inches (53 cm) high.
    (i) Midrails, when used, shall be installed at a height midway 
between the top edge of the guardrail system and the walking/working 
level.
    (ii) Screens and mesh, when used, shall extend from the top rail to 
the walking/working level and along the entire opening between top rail 
supports.
    (iii) Intermediate members (such as balusters), when used between 
posts, shall be not more than 19 inches (48 cm) apart.
    (iv) Other structural members (such as additional midrails and 
architectural panels) shall be installed such that there are no openings 
in the guardrail system that are more than 19 inches (.5 m) wide.
    (3) Guardrail systems shall be capable of withstanding, without 
failure, a force of at least 200 pounds (890 N) applied within 2 inches 
(5.1 cm) of the top edge, in any outward or downward direction, at any 
point along the top edge.
    (4) When the 200 pound (890 N) test load specified in paragraph 
(b)(3) of this section (Sec. 1926.502) is applied in a downward 
direction, the top edge of the guardrail shall not deflect to a height 
less than 39 inches (1.0 m) above the walking/working level. Guardrail 
system components selected and constructed in accordance with the 
appendix B to subpart M of this part will be deemed to meet this 
requirement.
    (5) Midrails, screens, mesh, intermediate vertical members, solid 
panels, and equivalent structural members shall be capable of 
withstanding, without failure, a force of at least 150 pounds (666 N) 
applied in any downward or outward direction at any point along the 
midrail or other member.
    (6) Guardrail systems shall be so surfaced as to prevent injury to 
an employee from punctures or lacerations, and to prevent snagging of 
clothing.
    (7) The ends of all top rails and midrails shall not overhang the 
terminal posts, except where such overhang does not constitute a 
projection hazard.
    (8) Steel banding and plastic banding shall not be used as top rails 
or midrails.
    (9) Top rails and midrails shall be at least one-quarter inch (0.6 
cm) nominal diameter or thickness to prevent cuts and lacerations. If 
wire rope is used for top rails, it shall be flagged at not more than 6-
foot intervals with high-visibility material.

[[Page 438]]

    (10) When guardrail systems are used at hoisting areas, a chain, 
gate or removable guardrail section shall be placed across the access 
opening between guardrail sections when hoisting operations are not 
taking place.
    (11) When guardrail systems are used at holes, they shall be erected 
on all unprotected sides or edges of the hole.
    (12) When guardrail systems are used around holes used for the 
passage of materials, the hole shall have not more than two sides 
provided with removable guardrail sections to allow the passage of 
materials. When the hole is not in use, it shall be closed over with a 
cover, or a guardrail system shall be provided along all unprotected 
sides or edges.
    (13) When guardrail systems are used around holes which are used as 
points of access (such as ladderways), they shall be provided with a 
gate, or be so offset that a person cannot walk directly into the hole.
    (14) Guardrail systems used on ramps and runways shall be erected 
along each unprotected side or edge.
    (15) Manila, plastic or synthetic rope being used for top rails or 
midrails shall be inspected as frequently as necessary to ensure that it 
continues to meet the strength requirements of paragraph (b)(3) of this 
section (Sec. 1926.502).
    (c) Safety net systems. Safety net systems and their use shall 
comply with the following provisions:
    (1) Safety nets shall be installed as close as practicable under the 
walking/working surface on which employees are working, but in no case 
more than 30 feet (9.1 m) below such level. When nets are used on 
bridges, the potential fall area from the walking/working surface to the 
net shall be unobstructed.
    (2) Safety nets shall extend outward from the outermost projection 
of the work surface as follows:

------------------------------------------------------------------------
                                           Minimum required horizontal
Vertical distance from working level to   distance of outer edge of net
        horizontal plane of net            from the edge of the working
                                                     surface
------------------------------------------------------------------------
Up to 5 feet...........................  8 feet
More than 5 feet up to 10 feet.........  10 feet
More than 10 feet......................  13 feet
------------------------------------------------------------------------

    (3) Safety nets shall be installed with sufficient clearance under 
them to prevent contact with the surface or structures below when 
subjected to an impact force equal to the drop test specified in 
paragraph (4) of this section [Sec. 1926.502].
    (4) Safety nets and their installations shall be capable of 
absorbing an impact force equal to that produced by the drop test 
specified in paragraph (c)(4)(i) of this section [Sec. 1926.502].
    (i) Except as provided in paragraph (c)(4)(ii) of this section 
(Sec. 1926.502), safety nets and safety net installations shall be 
drop-tested at the jobsite after initial installation and before being 
used as a fall protection system, whenever relocated, after major 
repair, and at 6-month intervals if left in one place. The drop-test 
shall consist of a 400 pound (180 kg) bag of sand 30+ or -2 inches (76+ 
or -5 cm) in diameter dropped into the net from the highest walking/
working surface at which employees are exposed to fall hazards, but not 
from less than 42 inches (1.1 m) above that level.
    (ii) When the employer can demonstrate that it is unreasonable to 
perform the drop-test required by paragraph (c)(4)(i) of this section 
(Sec. 1926.502), the employer (or a designated competent person) shall 
certify that the net and net installation is in compliance with the 
provisions of paragraphs (c)(3) and (c)(4)(i) of this section (Sec. 
1926.502) by preparing a certification record prior to the net being 
used as a fall protection system. The certification record must include 
an identification of the net and net installation for which the 
certification record is being prepared; the date that it was determined 
that the identified net and net installation were in compliance with 
paragraph (c)(3) of this section (Sec. 1926.502) and the signature of 
the person making the determination and certification. The most recent 
certification record for each net and net installation shall be 
available at the jobsite for inspection.
    (5) Defective nets shall not be used. Safety nets shall be inspected 
at least once a week for wear, damage, and other deterioration. 
Defective components shall be removed from service. Safety nets shall 
also be inspected after any occurrence which could affect the integrity 
of the safety net system.
    (6) Materials, scrap pieces, equipment, and tools which have fallen 
into the safety net shall be removed as soon as possible from the net 
and at least before the next work shift.
    (7) The maximum size of each safety net mesh opening shall not 
exceed 36 square inches (230 cm) nor be longer than 6 inches (15 cm) on 
any side, and the opening, measured center-to-center of mesh ropes or 
webbing, shall not be longer than 6 inches (15 cm). All mesh crossings 
shall be secured to prevent enlargement of the mesh opening.
    (8) Each safety net (or section of it) shall have a border rope for 
webbing with a minimum breaking strength of 5,000 pounds (22.2 kN).

[[Page 439]]

    (9) Connections between safety net panels shall be as strong as 
integral net components and shall be spaced not more than 6 inches (15 
cm) apart.
    (d) ``Personal fall arrest systems.'' Personal fall arrest systems 
and their use shall comply with the provisions set forth below. 
Effective January 1, 1998, body belts are not acceptable as part of a 
personal fall arrest system.

    Note: The use of a body belt in a positioning device system is 
acceptable and is regulated under paragraph (e) of this section (Sec. 
1926.502).

    (1) Connectors shall be drop forged, pressed or formed steel, or 
made of equivalent materials.
    (2) Connectors shall have a corrosion-resistant finish, and all 
surfaces and edges shall be smooth to prevent damage to interfacing 
parts of the system.
    (3) Dee-rings and snaphooks shall have a minimum tensile strength of 
5,000 pounds (22.2 kN).
    (4) Dee-rings and snaphooks shall be proof-tested to a minimum 
tensile load of 3,600 pounds (16 kN) without cracking, breaking, or 
taking permanent deformation.
    (5) Snaphooks shall be sized to be compatible with the member to 
which they are connected to prevent unintentional disengagement of the 
snaphook by depression of the snaphook keeper by the connected member, 
or shall be a locking type snaphook designed and used to prevent 
disengagement of the snaphook by the contact of the snaphook keeper by 
the connected member. Effective January 1, 1998, only locking type 
snaphooks shall be used.
    (6) Unless the snaphook is a locking type and designed for the 
following connections, snaphooks shall not be engaged:
    (i) directly to webbing, rope or wire rope;
    (ii) to each other;
    (iii) to a dee-ring to which another snaphook or other connector is 
attached;
    (iv) to a horizontal lifeline; or
    (v) to any object which is incompatibly shaped or dimensioned in 
relation to the snaphook such that unintentional disengagement could 
occur by the connected object being able to depress the snaphook keeper 
and release itself.
    (7) On suspended scaffolds or similar work platforms with horizontal 
lifelines which may become vertical lifelines, the devices used to 
connect to a horizontal lifeline shall be capable of locking in both 
directions on the lifeline.
    (8) Horizontal lifelines shall be designed, installed, and used, 
under the supervision of a qualified person, as part of a complete 
personal fall arrest system, which maintains a safety factor of at least 
two.
    (9) Lanyards and vertical lifelines shall have a minimum breaking 
strength of 5,000 pounds (22.2 kN).
    (10)(i) Except as provided in paragraph (d)(10)(ii) of this section 
[Sec. 1926.502], when vertical lifelines are used, each employee shall 
be attached to a separate lifeline.
    (ii) During the construction of elevator shafts, two employees may 
be attached to the same lifeline in the hoistway, provided both 
employees are working atop a false car that is equipped with guardrails; 
the strength of the lifeline is 10,000 pounds [5,000 pounds per employee 
attached] (44.4 kN); and all other criteria specified in this paragraph 
for lifelines have been met.
    (11) Lifelines shall be protected against being cut or abraded.
    (12) Self-retracting lifelines and lanyards which automatically 
limit free fall distance to 2 feet (0.61 m) or less shall be capable of 
sustaining a minimum tensile load of 3,000 pounds (13.3 kN) applied to 
the device with the lifeline or lanyard in the fully extended position.
    (13) Self-retracting lifelines and lanyards which do not limit free 
fall distance to 2 feet (0.61 m) or less, ripstitch lanyards, and 
tearing and deforming lanyards shall be capable of sustaining a minimum 
tensile load of 5,000 pounds (22.2 kN) applied to the device with the 
lifeline or lanyard in the fully extended position.
    (14) Ropes and straps (webbing) used in lanyards, lifelines, and 
strength components of body belts and body harnesses shall be made from 
synthetic fibers.
    (15) Anchorages used for attachment of personal fall arrest 
equipment shall be independent of any anchorage being used to support or 
suspend platforms and capable of supporting at least 5,000 pounds (22.2 
kN) per employee attached, or shall be designed, installed, and used as 
follows:
    (i) as part of a complete personal fall arrest system which 
maintains a safety factor of at least two; and
    (ii) under the supervision of a qualified person.
    (16) Personal fall arrest systems, when stopping a fall, shall:
    (i) limit maximum arresting force on an employee to 900 pounds (4 
kN) when used with a body belt;
    (ii) limit maximum arresting force on an employee to 1,800 pounds (8 
kN) when used with a body harness;
    (iii) be rigged such that an employee can neither free fall more 
than 6 feet (1.8 m), nor contact any lower level;
    (iv) bring an employee to a complete stop and limit maximum 
deceleration distance an employee travels to 3.5 feet (1.07 m); and,
    (v) have sufficient strength to withstand twice the potential impact 
energy of an employee free falling a distance of 6 feet (1.8 m),

[[Page 440]]

or the free fall distance permitted by the system, whichever is less.

    Note: If the personal fall arrest system meets the criteria and 
protocols contained in Appendix C to subpart M, and if the system is 
being used by an employee having a combined person and tool weight of 
less than 310 pounds (140 kg), the system will be considered to be in 
compliance with the provisions of paragraph (d)(16) of this section 
[Sec. 1926.502]. If the system is used by an employee having a combined 
tool and body weight of 310 pounds (140 kg) or more, then the employer 
must appropriately modify the criteria and protocols of the Appendix to 
provide proper protection for such heavier weights, or the system will 
not be deemed to be in compliance with the requirements of paragraph 
(d)(16) of this section (Sec. 1926.502).

    (17) The attachment point of the body belt shall be located in the 
center of the wearer's back. The attachment point of the body harness 
shall be located in the center of the wearer's back near shoulder level, 
or above the wearer's head.
    (18) Body belts, harnesses, and components shall be used only for 
employee protection (as part of a personal fall arrest system or 
positioning device system) and not to hoist materials.
    (19) Personal fall arrest systems and components subjected to impact 
loading shall be immediately removed from service and shall not be used 
again for employee protection until inspected and determined by a 
competent person to be undamaged and suitable for reuse.
    (20) The employer shall provide for prompt rescue of employees in 
the event of a fall or shall assure that employees are able to rescue 
themselves.
    (21) Personal fall arrest systems shall be inspected prior to each 
use for wear, damage and other deterioration, and defective components 
shall be removed from service.
    (22) Body belts shall be at least one and five-eighths (1\5/8\) 
inches (4.1 cm) wide.
    (23) Personal fall arrest systems shall not be attached to guardrail 
systems, nor shall they be attached to hoists except as specified in 
other subparts of this Part.
    (24) When a personal fall arrest system is used at hoist areas, it 
shall be rigged to allow the movement of the employee only as far as the 
edge of the walking/working surface.
    (e) Positioning device systems. Positioning device systems and their 
use shall conform to the following provisions:
    (1) Positioning devices shall be rigged such that an employee cannot 
free fall more than 2 feet (.9 m).
    (2) Positioning devices shall be secured to an anchorage capable of 
supporting at least twice the potential impact load of an employee's 
fall or 3,000 pounds (13.3 kN), whichever is greater.
    (3) Connectors shall be drop forged, pressed or formed steel, or 
made of equivalent materials.
    (4) Connectors shall have a corrosion-resistant finish, and all 
surfaces and edges shall be smooth to prevent damage to interfacing 
parts of this system.
    (5) Connecting assemblies shall have a minimum tensile strength of 
5,000 pounds (22.2 kN)
    (6) Dee-rings and snaphooks shall be proof-tested to a minimum 
tensile load of 3,600 pounds (16 kN) without cracking, breaking, or 
taking permanent deformation.
    (7) Snaphooks shall be sized to be compatible with the member to 
which they are connected to prevent unintentional disengagement of the 
snaphook by depression of the snaphook keeper by the connected member, 
or shall be a locking type snaphook designed and used to prevent 
disengagement of the snaphook by the contact of the snaphook keeper by 
the connected member. As of January 1, 1998, only locking type snaphooks 
shall be used.
    (8) Unless the snaphook is a locking type and designed for the 
following connections, snaphooks shall not be engaged:
    (i) directly to webbing, rope or wire rope;
    (ii) to each other;
    (iii) to a dee-ring to which another snaphook or other connector is 
attached;
    (iv) to a horizontal lifeline; or to depress the snaphook keeper and 
release itself.
    (v) to any object which is incompatibly shaped or dimensioned in 
relation to the snaphook such that unintentional disengagement could 
occur by the connected object being able to depress the snaphook keeper 
and release itself.
    (9) Positioning device systems shall be inspected prior to each use 
for wear, damage, and other deterioration, and defective components 
shall be removed from service.
    (10) Body belts, harnesses, and components shall be used only for 
employee protection (as part of a personal fall arrest system or 
positioning device system) and not to hoist materials.



     Sec. Appendix H to Subpart R of Part 1926--Double Connections: 

  Illustration of a Clipped End Connection and a Staggered Connection: 

    Non-Mandatory Guidelines for Complying With Sec. 1926.756(c)(1)

[[Page 441]]

[GRAPHIC] [TIFF OMITTED] TR18JA01.024

    Clipped end connections are connection material on the end of a 
structural member which has a notch at the bottom and/or top to allow 
the bolt(s) of the first member placed on the opposite side of the 
central member to remain in place. The notch(es) fits around the nut or 
bolt head of the opposing member to allow the second member to be bolted 
up without removing the bolt(s) holding the first member.
[GRAPHIC] [TIFF OMITTED] TR18JA01.025

    Staggered connections are connection material on a structural member 
in which all of the bolt holes in the common member web are not shared 
by the two incoming members in the final connection. The extra hole in 
the column web allows the erector to maintain at least a one bolt 
connection at all times while making the double connection.



Subpart S_Underground Construction, Caissons, Cofferdams and Compressed 
                                   Air

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(40 U.S.C. 333); secs. 4, 6, and 8 of the Occupational Safety and Health 
Act of 1970 (29 U.S.C. 653, 655, 657);

[[Page 442]]

Secretary of Labor's Orders 12-71 (36 FR 8754), 8-76 (41 FR 25059), 9-83 
(48 FR 35736), 1-90 (55 FR 9033), or 6-96 (62 FR 111), as applicable.



Sec. 1926.800  Underground construction.

    (a) Scope and application. (1) This section applies to the 
construction of underground tunnels, shafts, chambers, and passageways. 
This section also applies to cut-and-cover excavations which are both 
physically connected to ongoing underground construction operations 
within the scope of this section, and covered in such a manner as to 
create conditions characteristic of underground construction.
    (2) This section does not apply to the following:
    (i) Excavation and trenching operations covered by subpart P of this 
part, such as foundation operations for above-ground structures that are 
not physically connected to underground construction operations, and 
surface excavation; nor
    (ii) Underground electrical transmission and distribution lines, as 
addressed in subpart V of this part.
    (b) Access and egress. (1) The employer shall provide and maintain 
safe means of access and egress to all work stations.
    (2) The employer shall provide access and egress in such a manner 
that employees are protected from being struck by excavators, haulage 
machines, trains and other mobile equipment.
    (3) The employer shall control access to all openings to prevent 
unauthorized entry underground. Unused chutes, manways, or other 
openings shall be tightly covered, bulkheaded, or fenced off, and shall 
be posted with warning signs indicating ``Keep Out'' or similar 
language. Completed or unused sections of the underground facility shall 
be barricaded.
    (c) Check-in/check-out. The employer shall maintain a check-in/
check-out procedure that will ensure that above-ground personnel can 
determine an accurate count of the number of persons underground in the 
event of an emergency. However, this procedure is not required when the 
construction of underground facilities designed for human occupancy has 
been sufficiently completed so that the permanent environmental controls 
are effective, and when the remaining construction activity will not 
cause any environmental hazard or structural failure within the 
facilities.
    (d) Safety instruction. All employees shall be instructed in the 
recognition and avoidance of hazards associated with underground 
construction activities including, where appropriate, the following 
subjects:
    (1) Air monitoring;
    (2) Ventilation;
    (3) Illumination;
    (4) Communications;
    (5) Flood control;
    (6) Mechanical equipment;
    (7) Personal protective equipment;
    (8) Explosives;
    (9) Fire prevention and protection; and
    (10) Emergency procedures, including evacuation plans and check-in/
check-out systems.
    (e) Notification. (1) Oncoming shifts shall be informed of any 
hazardous occurrences or conditions that have affected or might affect 
employee safety, including liberation of gas, equipment failures, earth 
or rock slides, cave-ins, floodings, fires or explosions.
    (2) The employer shall establish and maintain direct communications 
for coordination of activities with other employers whose operations at 
the jobsite affect or may affect the safety of employees underground.
    (f) Communications. (1) When natural unassisted voice communication 
is ineffective, a power-assisted means of voice communication shall be 
used to provide communication between the work face, the bottom of the 
shaft, and the surface.
    (2) Two effective means of communication, at least one of which 
shall be voice communication, shall be provided in all shafts which are 
being developed or used either for personnel access or for hoisting. 
Additional requirements for hoist operator communication are contained 
in paragraph (t)(3)(xiv) of this section.
    (3) Powered communication systems shall operate on an independent 
power supply, and shall be installed so that the use of or disruption of 
any one

[[Page 443]]

phone or signal location will not disrupt the operation of the system 
from any other location.
    (4) Communication systems shall be tested upon initial entry of each 
shift to the underground, and as often as necessary at later times, to 
ensure that they are in working order.
    (5) Any employee working alone underground in a hazardous location, 
who is both out of the range of natural unassisted voice communication 
and not under observation by other persons, shall be provided with an 
effective means of obtaining assistance in an emergency.
    (g) Emergency provisions--(1) Hoisting capability. When a shaft is 
used as a means of egress, the employer shall make advance arrangements 
for power-assisted hoisting capability to be readily available in an 
emergency, unless the regular hoisting means can continue to function in 
the event of an electrical power failure at the jobsite. Such hoisting 
means shall be designed so that the load hoist drum is powered in both 
directions of rotation and so that the brake is automatically applied 
upon power release or failure.
    (2) Self-rescuers. The employer must provide self-rescuers approved 
by the National Institute for Occupational Safety and Health under 42 
CFR part 84. The respirators must be immediately available to all 
employees at work stations in underground areas where employees might be 
trapped by smoke or gas. The selection, issuance, use, and care of 
respirators must be in accordance with 29 CFR 1926.103.
    (3) Designated person. At least one designated person shall be on 
duty above ground whenever any employee is working underground. This 
designated person shall be responsible for securing immediate aid and 
keeping an accurate count of employees underground in case of emergency. 
The designated person must not be so busy with other responsibilities 
that the counting function is encumbered.
    (4) Emergency lighting. Each employee underground shall have an 
acceptable portable hand lamp or cap lamp in his or her work area for 
emergency use, unless natural light or an emergency lighting system 
provides adequate illumination for escape.
    (5) Rescue teams. (i) On jobsites where 25 or more employees work 
underground at one time, the employer shall provide (or make 
arrangements in advance with locally available rescue services to 
provide) at least two 5-person rescue teams, one on the jobsite or 
within one-half hour travel time from the entry point, and the other 
within 2 hours travel time.
    (ii) On jobsites where less than 25 employees work underground at 
one time, the employer shall provide (or make arrangements in advance 
with locally available rescue services to provide) at least one 5-person 
rescue team to be either on the jobsite or within one-half hour travel 
time from the entry point.
    (iii) Rescue team members shall be qualified in rescue procedures, 
the use and limitations of breathing apparatus, and the use of 
firefighting equipment. Qualifications shall be reviewed not less than 
annually.
    (iv) On jobsites where flammable or noxious gases are encountered or 
anticipated in hazardous quantities, rescue team members shall practice 
donning and using self-contained breathing apparatus monthly.
    (v) The employer shall ensure that rescue teams are familiar with 
conditions at the jobsite.
    (h) Hazardous classifications--(1) Potentially gassy operations. 
Underground construction operations shall be classified as potentially 
gassy if either:
    (i) Air monitoring discloses 10 percent or more of the lower 
explosive limit for methane or other flammable gases measured at 12 
inches (304.8 mm) 0.25 inch (6.35 mm) from the 
roof, face, floor or walls in any underground work area for more than a 
24-hour period; or
    (ii) The history of the geographical area or geological formation 
indicates that 10 percent or more of the lower explosive limit for 
methane or other flammable gases is likely to be encountered in such 
underground operations.
    (2) Gassy operations. Underground construction operations shall be 
classified as gassy if:
    (i) Air monitoring discloses 10 percent or more of the lower 
explosive limit for methane or other flammable gases measured at 12 
inches (304.8 mm) 0.25 inch (6.35 mm) from the 
roof, face,

[[Page 444]]

floor or walls in any underground work area for three consecutive days; 
or
    (ii) There has been an ignition of methane or of other flammable 
gases emanating from the strata that indicates the presence of such 
gases; or
    (iii) The underground construction operation is both connected to an 
underground work area which is currently classified as gassy and is also 
subject to a continuous course of air containing the flammable gas 
concentration.
    (3) Declassification to potentially gassy operations. Underground 
construction gassy operations may be declassified to Potentially Gassy 
when air monitoring results remain under 10 percent of the lower 
explosive limit for methane or other flammable gases for three 
consecutive days.
    (i) Gassy operations-additional requirements. (1) Only acceptable 
equipment, maintained in suitable condition, shall be used in gassy 
operations.
    (2) Mobile diesel-powered equipment used in gassy operations shall 
be either approved in accordance with the requirements of 30 CFR part 36 
(formerly Schedule 31) by MSHA, or shall be demonstrated by the employer 
to be fully equivalent to such MSHA-approved equipment, and shall be 
operated in accordance with that part.
    (3) Each entrance to a gassy operation shall be prominently posted 
with signs notifying all entrants of the gassy classification.
    (4) Smoking shall be prohibited in all gassy operations and the 
employer shall be responsible for collecting all personal sources of 
ignition, such as matches and lighters, from all persons entering a 
gassy operation.
    (5) A fire watch as described in Sec. 1926.352(e) shall be 
maintained when hot work is performed.
    (6) Once an operation has met the criteria in paragraph (h)(2) 
warranting classification as gassy, all operations in the affected area, 
except the following, shall be discontinued until the operation either 
is in compliance with all of the gassy operation requirements or has 
been declassified in accordance with paragraph (h)(3) of this section:
    (i) Operations related to the control of the gas concentration;
    (ii) Installation of new equipment, or conversion of existing 
equipment, to comply with this paragraph (i); and
    (iii) Installation of above-ground controls for reversing the air 
flow.
    (j) Air quality and monitoring--(1) General. Air quality limits and 
control requirements for construction are found in Sec. 1926.55, except 
as modified by this section.
    (i)(A) The employer shall assign a competent person who shall 
perform all air monitoring required by this section.
    (B) Where this paragraph requires monitoring of airborne 
contaminants ``as often as necessary,'' the competent person shall make 
a reasonable determination as to which substances to monitor and how 
frequently to monitor, considering at least the following factors:
    (1) Location of jobsite: Proximity to fuel tanks, sewers, gas lines, 
old landfills, coal deposits, and swamps;
    (2) Geology: Geological studies of the jobsite, particularly 
involving the soil type and its permeability;
    (3) History: Presence of air contaminants in nearby jobsites, 
changes in levels of substances monitored on the prior shift; and
    (4) Work practices and jobsite conditions: The use of diesel 
engines, use of explosives, use of fuel gas, volume and flow of 
ventilation, visible atmospheric conditions, decompression of the 
atmosphere, welding, cutting and hot work, and employees' physical 
reactions to working underground.
    (ii)(A) The atmosphere in all underground work areas shall be tested 
as often as necessary to assure that the atmosphere at normal 
atmospheric pressure contains at least 19.5 percent oxygen and no more 
than 22 percent oxygen.
    (B) Tests for oxygen content shall be made before tests for air 
contaminants.
    (iii)(A) The atmosphere in all underground work areas shall be 
tested quantitatively for carbon monoxide, nitrogen dioxide, hydrogen 
sulfide, and other toxic gases, dusts, vapors, mists, and fumes as often 
as necessary to ensure that the permissible exposure limits prescribed 
in Sec. 1926.55 are not exceeded.

[[Page 445]]

    (B) The atmosphere in all underground work areas shall be tested 
quantitatively for methane and other flammable gases as often as 
necessary to determine:
    (1) Whether action is to be taken under paragraphs (j)(1)(vii), 
(viii), and (ix), of this section; and
    (2) Whether an operation is to be classified potentially gassy or 
gassy under paragraph (h) of this section.
    (C) If diesel-engine or gasoline-engine driven ventilating fans or 
compressors are used, an initial test shall be made of the inlet air of 
the fan or compressor, with the engines operating, to ensure that the 
air supply is not contaminated by engine exhaust.
    (D) Testing shall be performed as often as necessary to ensure that 
the ventilation requirements of paragraph (k) of this section are met.
    (iv) When rapid excavation machines are used, a continuous flammable 
gas monitor shall be operated at the face with the sensor(s) placed as 
high and close to the front of the machine's cutter head as practicable.
    (v)(A) Whenever air monitoring indicates the presence of 5 ppm or 
more of hydrogen sulfide, a test shall be conducted in the affected 
underground work area(s), at least at the beginning and midpoint of each 
shift, until the concentration of hydrogen sulfide has been less than 5 
ppm for 3 consecutive days.
    (B) Whenever hydrogen sulfide is detected in an amount exceeding 10 
ppm, a continuous sampling and indicating hydrogen sulfide monitor shall 
be used to monitor the affected work area.
    (C) Employees shall be informed when a concentration of 10 ppm 
hydrogen sulfide is exceeded.
    (D) The continuous sampling and indicating hydrogen sulfide monitor 
shall be designed, installed, and maintained to provide a visual and 
aural alarm when the hydrogen sulfide concentration reaches 20 ppm to 
signal that additional measures, such as respirator use, increased 
ventilation, or evacuation, might be necessary to maintain hydrogen 
sulfide exposure below the permissible exposure limit.
    (vi) When the competent person determines, on the basis of air 
monitoring results or other information, that air contaminants may be 
present in sufficient quantity to be dangerous to life, the employer 
shall:
    (A) Prominently post a notice at all entrances to the underground 
jobsite to inform all entrants of the hazardous condition; and
    (B) Ensure that the necessary precautions are taken.
    (vii) Whenever five percent or more of the lower explosive limit for 
methane or other flammable gases is detected in any underground work 
area(s) or in the air return, steps shall be taken to increase 
ventilation air volume or otherwise control the gas concentration, 
unless the employer is operating in accordance with the potentially 
gassy or gassy operation requirements. Such additional ventilation 
controls may be discontinued when gas concentrations are reduced below 
five percent of the lower explosive limit, but shall be reinstituted 
whenever the five percent level is exceeded.
    (viii) Whenever 10 percent or more of the lower explosive limit for 
methane or other flammable gases is detected in the vicinity of welding, 
cutting, or other hot work, such work shall be suspended until the 
concentration of such flammable gas is reduced to less than 10 percent 
of the lower explosive limit.
    (ix) Whenever 20 percent or more of the lower explosive limit for 
methane or other flammable gases is detected in any underground work 
area(s) or in the air return:
    (A) All employees, except those necessary to eliminate the hazard, 
shall be immediately withdrawn to a safe location above ground; and
    (B) Electrical power, except for acceptable pumping and ventilation 
equipment, shall be cut off to the area endangered by the flammable gas 
until the concentration of such gas is reduced to less than 20 percent 
of the lower explosive limit.
    (2) Additional monitoring for potentially gassy and gassy 
operations. Operations which meet the criteria for potentially gassy and 
gassy operations set forth in paragraph (h) of this section shall be 
subject to the additional monitoring requirements of this paragraph.
    (i) A test for oxygen content shall be conducted in the affected 
underground

[[Page 446]]

work areas and work areas immediately adjacent to such areas at least at 
the beginning and midpoint of each shift.
    (ii) When using rapid excavation machines, continuous automatic 
flammable gas monitoring equipment shall be used to monitor the air at 
the heading, on the rib, and in the return air duct. The continuous 
monitor shall signal the heading, and shut down electric power in the 
affected underground work area, except for acceptable pumping and 
ventilation equipment, when 20 percent or more of the lower explosive 
limit for methane or other flammable gases is encountered.
    (iii) A manual flammable gas monitor shall be used as needed, but at 
least at the beginning and midpoint of each shift, to ensure that the 
limits prescribed in paragraphs (h) and (j) are not exceeded. In 
addition, a manual electrical shut down control shall be provided near 
the heading.
    (iv) Local gas tests shall be made prior to and continuously during 
any welding, cutting, or other hot work.
    (v) In underground operations driven by drill-and-blast methods, the 
air in the affected area shall be tested for flammable gas prior to re-
entry after blasting, and continuously when employees are working 
underground.
    (3) Recordkeeping. A record of all air quality tests shall be 
maintained above ground at the worksite and be made available to the 
Secretary of Labor upon request. The record shall include the location, 
date, time, substance and amount monitored. Records of exposures to 
toxic substances shall be retained in accordance with Sec. 1910.33 of 
this chapter. All other air quality test records shall be retained until 
completion of the project.
    (k) Ventilation. (1)(i) Fresh air shall be supplied to all 
underground work areas in sufficient quantities to prevent dangerous or 
harmful accumulation of dusts, fumes, mists, vapors or gases.
    (ii) Mechanical ventilation shall be provided in all underground 
work areas except when the employer can demonstrate that natural 
ventilation provides the necessary air quality through sufficient air 
volume and air flow.
    (2) A minimum of 200 cubic feet (5.7 m\3\) of fresh air per minute 
shall be supplied for each employee underground.
    (3) The linear velocity of air flow in the tunnel bore, in shafts, 
and in all other underground work areas shall be at least 30 feet (9.15 
m) per minute where blasting or rock drilling is conducted, or where 
other conditions likely to produce dust, fumes, mists, vapors, or gases 
in harmful or explosive quantities are present.
    (4) The direction of mechanical air flow shall be reversible.
    (5) Following blasting, ventilation systems shall exhaust smoke and 
fumes to the outside atmosphere before work is resumed in affected 
areas.
    (6) Ventilation doors shall be designed and installed so that they 
remain closed when in use, regardless of the direction of the air flow.
    (7) When ventilation has been reduced to the extent that hazardous 
levels of methane or flammable gas may have accumulated, a competent 
person shall test all affected areas after ventilation has been restored 
and shall determine whether the atmosphere is within flammable limits 
before any power, other than for acceptable equipment, is restored or 
work is resumed.
    (8) Whenever the ventilation system has been shut down with all 
employees out of the underground area, only competent persons authorized 
to test for air contaminants shall be allowed underground until the 
ventilation has been restored and all affected areas have been tested 
for air contaminants and declared safe.
    (9) When drilling rock or concrete, appropriate dust control 
measures shall be taken to maintain dust levels within limits set in 
Sec. 1926.55. Such measures may include, but are not limited to, wet 
drilling, the use of vacuum collectors, and water mix spray systems.
    (10)(i) Internal combustion engines, except diesel-powered engines 
on mobile equipment, are prohibited underground.
    (ii) Mobile diesel-powered equipment used underground in atmospheres 
other than gassy operations shall be either approved by MSHA in 
accordance with

[[Page 447]]

the provisions of 30 CFR part 32 (formerly Schedule 24), or shall be 
demonstrated by the employer to be fully equivalent to such MSHA-
approved equipment, and shall be operated in accordance with that part. 
(Each brake horsepower of a diesel engine requires at least 100 cubic 
feet (28.32 m\3\) of air per minute for suitable operation in addition 
to the air requirements for personnel. Some engines may require a 
greater amount of air to ensure that the allowable levels of carbon 
monoxide, nitric oxide, and nitrogen dioxide are not exceeded.)
    (11) Potentially gassy or gassy operations shall have ventilation 
systems installed which shall:
    (i) Be constructed of fire-resistant materials; and
    (ii) Have acceptable electrical systems, including fan motors.
    (12) Gassy operations shall be provided with controls located above 
ground for reversing the air flow of ventilation systems.
    (13) In potentially gassy or gassy operations, wherever mine-type 
ventilation systems using an offset main fan installed on the surface 
are used, they shall be equipped with explosion-doors or a weak-wall 
having an area at least equivalent to the cross-sectional area of the 
airway.
    (l) Illumination. (1) Illumination requirements applicable to 
underground construction operations are found in Table D-3 of Sec. 
1926.56 of this part.
    (2) Only acceptable portable lighting equipment shall be used within 
50 feet (15.24 m) of any underground heading during explosives handling.
    (m) Fire prevention and control. Fire prevention and protection 
requirements applicable to underground construction operations are found 
in subpart F of this part, except as modified by the following 
additional standards.
    (1) Open flames and fires are prohibited in all underground 
construction operations except as permitted for welding, cutting and 
other hot work operations in paragraph (n) of this section.
    (2) (i) Smoking may be allowed only in areas free of fire and 
explosion hazards.
    (ii) Readily visible signs prohibiting smoking and open flames shall 
be posted in areas having fire or explosion hazards.
    (3) The employer may store underground no more than a 24-hour supply 
of diesel fuel for the underground equipment used at the worksite.
    (4) The piping of diesel fuel from the surface to an underground 
location is permitted only if:
    (i) Diesel fuel is contained at the surface in a tank whose maximum 
capacity is no more than the amount of fuel required to supply for a 24-
hour period the equipment serviced by the underground fueling station; 
and
    (ii) The surface tank is connected to the underground fueling 
station by an acceptable pipe or hose system that is controlled at the 
surface by a valve, and at the shaft bottom by a hose nozzle; and
    (iii) The pipe is empty at all times except when transferring diesel 
fuel from the surface tank to a piece of equipment in use underground; 
and
    (iv) Hoisting operations in the shaft are suspended during refueling 
operations if the supply piping in the shaft is not protected from 
damage.
    (5)(i) Gasoline shall not be carried, stored, or used underground.
    (ii) Acetylene, liquefied petroleum gas, and Methylacetylene 
Propadiene Stabilized gas may be used underground only for welding, 
cutting and other hot work, and only in accordance with subpart J of 
this part, and paragraphs (j), (k), (m), and (n) of this section.
    (6) Oil, grease, and diesel fuel stored underground shall be kept in 
tightly sealed containers in fire-resistant areas at least 300 feet 
(91.44 m) from underground explosive magazines, and at least 100 feet 
(30.48 m) from shaft stations and steeply inclined passageways. Storage 
areas shall be positioned or diked so that the contents of ruptured or 
overturned containers will not flow from the storage area.
    (7) Flammable or combustible materials shall not be stored above 
ground within 100 feet (30.48 m) of any access opening to any 
underground operation. Where this is not feasible because of space 
limitations at the jobsite, such materials may be located within the 
100-foot limit, provided that:

[[Page 448]]

    (i) They are located as far as practicable from the opening; and
    (ii) Either a fire-resistant barrier of not less than one-hour 
rating is placed between the stored material and the opening, or 
additional precautions are taken which will protect the materials from 
ignition sources.
    (8) Fire-resistant hydraulic fluids shall be used in hydraulically-
actuated underground machinery and equipment unless such equipment is 
protected by a fire suppression system or by multi-purpose fire 
extinguisher(s) rated at of sufficient capacity for the type and size of 
hydraulic equipment involved, but rated at least 4A:40B:C.
    (9)(i) Electrical installations in underground areas where oil, 
grease, or diesel fuel are stored shall be used only for lighting 
fixtures.
    (ii) Lighting fixtures in storage areas, or within 25 feet (7.62 m) 
of underground areas where oil, grease, or diesel fuel are stored, shall 
be approved for Class I, Division 2 locations, in accordance with 
subpart K of this part.
    (10) Leaks and spills of flammable or combustible fluids shall be 
cleaned up immediately.
    (11) A fire extinguisher of at least 4A:40B:C rating or other 
equivalent extinguishing means shall be provided at the head pulley and 
at the tail pulley of underground belt conveyors.
    (12) Any structure located underground or within 100 feet (30.48 m) 
of an opening to the underground shall be constructed of material having 
a fire-resistance rating of at least one hour.
    (n) Welding, cutting, and other hot work. In addition to the 
requirements of subpart J of this part, the following requirements shall 
apply to underground welding, cutting, and other hot work.
    (1) No more than the amount of fuel gas and oxygen cylinders 
necessary to perform welding, cutting, or other hot work during the next 
24-hour period shall be permitted underground.
    (2) Noncombustible barriers shall be installed below welding, 
cutting, or other hot work being done in or over a shaft or raise.
    (o) Ground support--(1) Portal areas. Portal openings and access 
areas shall be guarded by shoring, fencing, head walls, shotcreting or 
other equivalent protection to ensure safe access of employees and 
equipment. Adjacent areas shall be scaled or otherwise secured to 
prevent loose soil, rock, or fractured materials from endangering the 
portal and access area.
    (2) Subsidence areas. The employer shall ensure ground stability in 
hazardous subsidence areas by shoring, by filling in, or by erecting 
barricades and posting warning signs to prevent entry.
    (3) Underground areas. (i)(A) A competent person shall inspect the 
roof, face, and walls of the work area at the start of each shift and as 
often as necessary to determine ground stability.
    (B) Competent persons conducting such inspections shall be protected 
from loose ground by location, ground support or equivalent means.
    (ii) Ground conditions along haulageways and travelways shall be 
inspected as frequently as necessary to ensure safe passage.
    (iii) Loose ground that might be hazardous to employees shall be 
taken down, scaled or supported.
    (iv) (A) Torque wrenches shall be used wherever bolts that depend on 
torsionally applied force are used for ground support.
    (B) A competent person shall determine whether rock bolts meet the 
necessary torque, and shall determine the testing frequency in light of 
the bolt system, ground conditions and the distance from vibration 
sources.
    (v) Suitable protection shall be provided for employees exposed to 
the hazard of loose ground while installing ground support systems.
    (vi) Support sets shall be installed so that the bottoms have 
sufficient anchorage to prevent ground pressures from dislodging the 
support base of the sets. Lateral bracing (collar bracing, tie rods, or 
spreaders) shall be provided between immediately adjacent sets to ensure 
added stability.
    (vii) Damaged or dislodged ground supports that create a hazardous 
condition shall be promptly repaired or replaced. When replacing 
supports, the new supports shall be installed before the damaged 
supports are removed.
    (viii) A shield or other type of support shall be used to maintain a 
safe travelway for employees working in

[[Page 449]]

dead-end areas ahead of any support replacement operation.
    (4) Shafts. (i) Shafts and wells over 5 feet (1.53 m) in depth that 
employees must enter shall be supported by a steel casing, concrete 
pipe, timber, solid rock or other suitable material.
    (ii) (A) The full depth of the shaft shall be supported by casing or 
bracing except where the shaft penetrates into solid rock having 
characteristics that will not change as a result of exposure. Where the 
shaft passes through earth into solid rock, or through solid rock into 
earth, and where there is potential for shear, the casing or bracing 
shall extend at least 5 feet (1.53 m) into the solid rock. When the 
shaft terminates in solid rock, the casing or bracing shall extend to 
the end of the shaft or 5 feet (1.53 m) into the solid rock, whichever 
is less.
    (B) The casing or bracing shall extend 42 inches (1.07 m) plus or 
minus 3 inches (8 cm) above ground level, except that the minimum casing 
height may be reduced to 12 inches (0.3 m), provided that a standard 
railing is installed; that the ground adjacent to the top of the shaft 
is sloped away from the shaft collar to prevent entry of liquids; and 
that effective barriers are used to prevent mobile equipment operating 
near the shaft from jumping over the 12 inch (0.3 m) barrier.
    (iii) After blasting operations in shafts, a competent person shall 
determine if the walls, ladders, timbers, blocking, or wedges have 
loosened. If so, necessary repairs shall be made before employees other 
than those assigned to make the repairs are allowed in or below the 
affected areas.
    (p) Blasting. This paragraph applies in addition to the requirements 
for blasting and explosives operations, including handling of misfires, 
which are found in subpart U of this part.
    (1) Blasting wires shall be kept clear of electrical lines, pipes, 
rails, and other conductive material, excluding earth, to prevent 
explosives initiation or employee exposure to electric current.
    (2) Following blasting, an employee shall not enter a work area 
until the air quality meets the requirements of paragraph (j) of this 
section.
    (q) Drilling. (1) A competent person shall inspect all drilling and 
associated equipment prior to each use. Equipment defects affecting 
safety shall be corrected before the equipment is used.
    (2) The drilling area shall be inspected for hazards before the 
drilling operation is started.
    (3) Employees shall not be allowed on a drill mast while the drill 
bit is in operation or the drill machine is being moved.
    (4) When a drill machine is being moved from one drilling area to 
another, drill steel, tools, and other equipment shall be secured and 
the mast shall be placed in a safe position.
    (5) Receptacles or racks shall be provided for storing drill steel 
located on jumbos.
    (6) Employees working below jumbo decks shall be warned whenever 
drilling is about to begin.
    (7) Drills on columns shall be anchored firmly before starting 
drilling, and shall be retightened as necessary thereafter.
    (8) (i) The employer shall provide mechanical means on the top deck 
of a jumbo for lifing unwieldy or heavy material.
    (ii) When jumbo decks are over 10 feet (3.05 m) in height, the 
employer shall install stairs wide enough for two persons.
    (iii) Jumbo decks more than 10 feet (3.05 m) in height shall be 
equipped with guardrails on all open sides, excluding access openings of 
platforms, unless an adjacent surface provides equivalent fall 
protection.
    (iv) (A) Only employees assisting the operator shall be allowed to 
ride on jumbos, unless the jumbo meets the requirements of paragraph 
(r)(6)(ii) of this section.
    (B) Jumbos shall be chocked to prevent movement while employees are 
working on them.
    (v) (A) Walking and working surfaces of jumbos shall be maintained 
to prevent the hazards of slipping, tripping and falling.
    (B) Jumbo decks and stair treads shall be designed to be slip-
resistent and secured to prevent accidental displacement.

[[Page 450]]

    (9) Scaling bars shall be available at scaling operations and shall 
be maintained in good condition at all times. Blunted or severely worn 
bars shall not be used.
    (10) (i) Blasting holes shall not be drilled through blasted rock 
(muck) or water.
    (ii) Employees in a shaft shall be protected either by location or 
by suitable barrier(s) if powered mechanical loading equipment is used 
to remove muck containing unfired explosives.
    (11) A caution sign reading ``Buried Line,'' or similar wording 
shall be posted where air lines are buried or otherwise hidden by water 
or debris.
    (r) Haulage. (1)(i) A competent person shall inspect haulage 
equipment before each shift.
    (ii) Equipment defects affecting safety and health shall be 
corrected before the equipment is used.
    (2) Powered mobile haulage equipment shall have suitable means of 
stopping.
    (3)(i) Power mobile haulage equipment, including trains, shall have 
audible warning devices to warn employees to stay clear. The operator 
shall sound the warning device before moving the equipment and whenever 
necessary during travel.
    (ii) The operator shall assure that lights which are visible to 
employees at both ends of any mobile equipment, including a train, are 
turned on whenever the equipment is operating.
    (4) In those cabs where glazing is used, the glass shall be safety 
glass, or its equivalent, and shall be maintained and cleaned so that 
vision is not obstructed.
    (5) Anti-roll back devices or brakes shall be installed on inclined 
conveyor drive units to prevent conveyors from inadvertently running in 
reverse.
    (6)(i) (A) Employees shall not be permitted to ride a power-driven 
chain, belt, or bucket conveyor unless the conveyor is specifically 
designed for the transportation of persons.
    (B) Endless belt-type manlifts are prohibited in underground 
construction.
    (C) General requirements also applicable to underground construction 
for use of conveyors in construction are found in Sec. 1926.555 of this 
part.
    (ii) No employee shall ride haulage equipment unless it is equipped 
with seating for each passenger and protects passengers from being 
struck, crushed, or caught between other equipment or surfaces. Members 
of train crews may ride on a locomotive if it is equipped with handholds 
and nonslip steps or footboards. Requirements applicable to Underground 
Construction for motor vehicle transportation of employees are found in 
Sec. 1926.601 of this part.
    (7) Powered mobile haulage equipment, including trains, shall not be 
left unattended unless the master switch or motor is turned off; 
operating controls are in neutral or park position; and the brakes are 
set, or equivalent precautions are taken to prevent rolling.
    (8) Whenever rails serve as a return for a trolley circuit, both 
rails shall be bonded at every joint and crossbonded every 200 feet 
(60.96 m).
    (9) When dumping cars by hand, the car dumps shall have tiedown 
chains, bumper blocks, or other locking or holding devices to prevent 
the cars from overturning.
    (10) Rocker-bottom or bottom-dump cars shall be equipped with 
positive locking devices to prevent unintended dumping.
    (11) Equipment to be hauled shall be loaded and secured to prevent 
sliding or dislodgement.
    (12)(i) Mobile equipment, including rail-mounted equipment, shall be 
stopped for manual connecting or service work.
    (ii) Employees shall not reach between moving cars during coupling 
operations.
    (iii) Couplings shall not be aligned, shifted or cleaned on moving 
cars or locomotives.
    (13)(i) Safety chains or other connections shall be used in addition 
to couplers to connect man cars or powder cars whenever the locomotive 
is uphill of the cars.
    (ii) When the grade exceeds one percent and there is a potential for 
runaway cars, safety chains or other connections shall be used in 
addition to couplers to connect haulage cars or, as an alternative, the 
locomotive must be downhill of the train.

[[Page 451]]

    (iii) Such safety chains or other connections shall be capable of 
maintaining connection between cars in the event of either coupler 
disconnect, failure or breakage.
    (14) Parked rail equipment shall be chocked, blocked, or have brakes 
set to prevent inadvertent movement.
    (15) Berms, bumper blocks, safety hooks, or equivalent means shall 
be provided to prevent overtravel and overturning of haulage equipment 
at dumping locations.
    (16) Bumper blocks or equivalent stopping devices shall be provided 
at all track dead ends.
    (17)(i) Only small handtools, lunch pails or similar small items may 
be transported with employees in man-cars, or on top of a locomotive.
    (ii) When small hand tools or other small items are carried on top 
of a locomotive, the top shall be designed or modified to retain them 
while traveling.
    (18)(i) Where switching facilities are available, occupied 
personnel-cars shall be pulled, not pushed. If personnel-cars must be 
pushed and visibility of the track ahead is hampered, then a qualified 
person shall be stationed in the lead car to give signals to the 
locomotive operator.
    (ii) Crew trips shall consist of personnel-loads only.
    (s) Electrical safety. This paragraph applies in addition to the 
general requirements for electrical safety which are found in subpart K 
of this part.
    (1) Electric power lines shall be insulated or located away from 
water lines, telephone lines, air lines, or other conductive materials 
so that a damaged circuit will not energize the other systems.
    (2) Lighting circuits shall be located so that movement of personnel 
or equipment will not damage the circuits or disrupt service.
    (3) Oil-filled transformers shall not be used underground unless 
they are located in a fire-resistant enclosure suitably vented to the 
outside and surrounded by a dike to retain the contents of the 
transformers in the event of rupture.
    (t) Hoisting unique to underground construction. Except as modified 
by this paragraph (t), the following provisions of subpart N of this 
part apply: Requirements for cranes are found in Sec. 1926.550 of this 
part. Paragraph (g) of Sec. 1926.550 applies to crane-hoisting of 
personnel, except that the limitation in paragraph (g)(2) does not apply 
to the routine access of employees to the underground via a shaft. 
Requirements for material hoists are found in Sec. 1926.552 (a) and (b) 
of this part. Requirements for personnel hoists are found in the 
personnel hoist requirements of Sec. 1926.552 (a) and (c) of this part 
and in the elevator requirement of Sec. 1926.552 (a) and (d) of this 
part.
    (1) General requirements for cranes and hoists. (i) Materials, 
tools, and supplies being raised or lowered, whether within a cage or 
otherwise, shall be secured or stacked in a manner to prevent the load 
from shifting, snagging or falling into the shaft.
    (ii) A warning light suitably located to warn employees at the shaft 
bottom and subsurface shaft entrances shall flash whenever a load is 
above the shaft bottom or subsurface entrances, or the load is being 
moved in the shaft. This paragraph does not apply to fully enclosed 
hoistways.
    (iii) Whenever a hoistway is not fully enclosed and employees are at 
the shaft bottom, conveyances or equipment shall be stopped at least 15 
feet (4.57 m) above the bottom of the shaft and held there until the 
signalman at the bottom of the shaft directs the operator to continue 
lowering the load, except that the load may be lowered without stopping 
if the load or conveyance is within full view of a bottom signalman who 
is in constant voice communication with the operator.
    (iv) (A) Before maintenance, repairs, or other work is commenced in 
the shaft served by a cage, skip, or bucket, the operator and other 
employees in the area shall be informed and given suitable instructions.
    (B) A sign warning that work is being done in the shaft shall be 
installed at the shaft collar, at the operator's station, and at each 
underground landing.
    (v) Any connection between the hoisting rope and the cage or skip 
shall be compatible with the type of wire rope used for hoisting.
    (vi) Spin-type connections, where used, shall be maintained in a 
clean

[[Page 452]]

condition and protected from foreign matter that could affect their 
operation.
    (vii) Cage, skip, and load connections to the hoist rope shall be 
made so that the force of the hoist pull, vibration, misalignment, 
release of lift force, or impact will not disengage the connection. 
Moused or latched open-throat hooks do not meet this requirement.
    (viii) When using wire rope wedge sockets, means shall be provided 
to prevent wedge escapement and to ensure that the wedge is properly 
seated.
    (2) Additional requirements for cranes. Cranes shall be equipped 
with a limit switch to prevent overtravel at the boom tip. Limit 
switches are to be used only to limit travel of loads when operational 
controls malfunction and shall not be used as a substitute for other 
operational controls.
    (3) Additional requirements for hoists. (i) Hoists shall be designed 
so that the load hoist drum is powered in both directions of rotation, 
and so that brakes are automatically applied upon power release or 
failure.
    (ii) Control levers shall be of the ``deadman type'' which return 
automatically to their center (neutral) position upon release.
    (iii) When a hoist is used for both personnel hoisting and material 
hoisting, load and speed ratings for personnel and for materials shall 
be assigned to the equipment.
    (iv) Material hoisting may be performed at speeds higher than the 
rated speed for personnel hoisting if the hoist and components have been 
designed for such higher speeds and if shaft conditions permit.
    (v) Employees shall not ride on top of any cage, skip or bucket 
except when necessary to perform inspection or maintenance of the 
hoisting system, in which case they shall be protected by a body belt/
harness system to prevent falling.
    (vi) Personnel and materials (other than small tools and supplies 
secured in a manner that will not create a hazards to employees) shall 
not be hoisted together in the same conveyance. However, if the operator 
is protected from the shifting of materials, then the operator may ride 
with materials in cages or skips which are designed to be controlled by 
an operator within the cage or skip.
    (vii) Line speed shall not exceed the design limitations of the 
systems.
    (viii) Hoists shall be equipped with landing level indicators at the 
operator's station. Marking of the hoist rope does not satisfy this 
requirement.
    (ix) Whenever glazing is used in the hoist house, it shall be safety 
glass, or its equivalent, and be free of distortions and obstructions.
    (x) A fire extinguisher that is rated at least 2A:10B:C (multi-
purpose, dry chemical) shall be mounted in each hoist house.
    (xi) Hoist controls shall be arranged so that the operator can 
perform all operating cycle functions and reach the emergency power 
cutoff without having to reach beyond the operator's normal operating 
position.
    (xii) Hoists shall be equipped with limit switches to prevent 
overtravel at the top and bottom of the hoistway.
    (xiii) Limit switches are to be used only to limit travel of loads 
when operational controls malfunction and shall not be used as a 
substitute for other operational controls.
    (xiv) Hoist operators shall be provided with a closed-circuit voice 
communication system to each landing station, with speaker-microphones 
so located that the operator can communicate with individual landing 
stations during hoist use.
    (xv) When sinking shafts 75 feet (22.86 m) or less in depth, cages, 
skips, and buckets that may swing, bump, or snag against shaft sides or 
other structural protrusions shall be guided by fenders, rails, ropes, 
or a combination of those means.
    (xvi) When sinking shafts more than 75 feet (22.86 m) in depth, all 
cages, skips, and buckets shall be rope or rail-guided to within a rail 
length from the sinking operation.
    (xvii) Cages, skips, and buckets in all completed shafts, or in all 
shafts being used as completed shafts, shall be rope or rail-guided for 
the full length of their travel.
    (xviii) Wire rope used in load lines of material hoists shall be 
capable of supporting, without failure, at least five times the maximum 
intended load or the factor recommended by the rope

[[Page 453]]

manufacturer, whichever is greater. Refer to Sec. 1926.552(c)(14)(iii) 
of this part for design factors for wire rope used in personnel hoists. 
The design factor shall be calculated by dividing the breaking strength 
of wire rope, as reported in the manufacturer's rating tables, by the 
total static load, including the weight of the wire rope in the shaft 
when fully extended.
    (xix) A competent person shall visually check all hoisting 
machinery, equipment, anchorages, and hoisting rope at the beginning of 
each shift and during hoist use, as necessary.
    (xx) Each safety device shall be checked by a competent person at 
least weekly during hoist use to ensure suitable operation and safe 
condition.
    (xxi) In order to ensure suitable operation and safe condition of 
all functions and safety devices, each hoist assembly shall be inspected 
and load-tested to 100 percent of its rated capacity: at the time of 
installation; after any repairs or alterations affecting its structural 
integrity; after the operation of any safety device; and annually when 
in use. The employer shall prepare a certification record which includes 
the date each inspection and load-test was performed; the signature of 
the person who performed the inspection and test; and a serial number or 
other identifier for the hoist that was inspected and tested. The most 
recent certification record shall be maintained on file until completion 
of the project.
    (xxii) Before hoisting personnel or material, the operator shall 
perform a test run of any cage or skip whenever it has been out of 
service for one complete shift, and whenever the assembly or components 
have been repaired or adjusted.
    (xxiii) Unsafe conditions shall be corrected before using the 
equipment.
    (4) Additional requirements for personnel hoists. (i) Hoist drum 
systems shall be equipped with at least two means of stopping the load, 
each of which shall be capable of stopping and holding 150 percent of 
the hoist's rated line pull. A broken-rope safety, safety catch, or 
arrestment device is not a permissible means of stopping under this 
paragraph.
    (ii) The operator shall remain within sight and sound of the signals 
at the operator's station.
    (iii) All sides of personnel cages shall be enclosed by one-half 
inch (12.70 mm) wire mesh (not less than No. 14 gauge or equivalent) to 
a height of not less than 6 feet (1.83 m). However, when the cage or 
skip is being used as a work platform, its sides may be reduced in 
height to 42 inches 1.07 m) when the conveyance is not in motion.
    (iv) All personnel cages shall be provided with positive locking 
door that does not open outward.
    (v) All personnel cages shall be provided with a protective canopy. 
The canopy shall be made of steel plate, at least \3/16\-inch (4.763 mm) 
in thickness, or material of equivalent strength and impact resistance. 
The canopy shall be sloped to the outside, and so designed that a 
section may be readily pushed upward to afford emergency egress. The 
canopy shall cover the top in such a manner as to protect those inside 
from objects falling in the shaft.
    (vi) Personnel platforms operating on guide rails or guide ropes 
shall be equipped with broken-rope safety devices, safety catches or 
arrestment devices that will stop and hold 150 percent of the weight of 
the personnel platform and its maximum rated load.
    (vii) During sinking operations in shafts where guides and safeties 
are not yet used, the travel speed of the personnel platform shall not 
exceed 200 feet (60.96 m) per minute. Governor controls set for 200 feet 
(60.96 m) per minute shall be installed in the control system and shall 
be used during personnel hoisting.
    (viii) The personnel platform may travel over the controlled length 
of the hoistway at rated speeds up to 600 feet (182.88 m) per minute 
during sinking operations in shafts where guides and safeties are used.
    (ix) The personnel platform may travel at rated speeds greater than 
600 feet (182.88 m) per minute in completed shafts.
    (u) Definitions. ``Accept''--Any device, equipment, or appliance 
that is either approved by MSHA and maintained in permissible condition, 
or is listed or labeled for the class and location under subpart K of 
this part.

[[Page 454]]

    ``Rapid Excavation Machine''--Tunnel boring machines, shields, 
roadheaders, or any other similar excavation machine.

[54 FR 23850, June 2, 1989; 58 FR 35311, June 30, 1993, as amended at 61 
FR 5510, Feb. 13, 1996; 63 FR 1297, Jan. 8, 1998; 71 FR 16674, Apr. 3, 
2006]



Sec. 1926.801  Caissons.

    (a) Wherever, in caisson work in which compressed air is used, and 
the working chamber is less than 11 feet in length, and when such 
caissons are at any time suspended or hung while work is in progress so 
that the bottom of the excavation is more than 9 feet below the deck of 
the working chamber, a shield shall be erected therein for the 
protection of the employees.
    (b) Shafts shall be subjected to a hydrostatic or air-pressure test, 
at which pressure they shall be tight. The shaft shall be stamped on the 
outside shell about 12 inches from each flange to show the pressure to 
which they have been subjected.
    (c) Whenever a shaft is used, it shall be provided, where space 
permits, with a safe, proper, and suitable staircase for its entire 
length, including landing platforms, not more than 20 feet apart. Where 
this is impracticable, suitable ladders shall be installed with landing 
platforms located about 20 feet apart to break the climb.
    (d) All caissons having a diameter or side greater than 10 feet 
shall be provided with a man lock and shaft for the exclusive use of 
employees.
    (e) In addition to the gauge in the locks, an accurate gauge shall 
be maintained on the outer and inner side of each bulkhead. These gauges 
shall be accessible at all times and kept in accurate working order.
    (f) In caisson operations where employees are exposed to compressed 
air working environments, the requirements contained in Sec. 1926.803 
shall be complied with.



Sec. 1926.802  Cofferdams.

    (a) If overtopping of the cofferdam by high waters is possible, 
means shall be provided for controlled flooding of the work area.
    (b) Warning signals for evacuation of employees in case of emergency 
shall be developed and posted.
    (c) Cofferdam walkways, bridges, or ramps with at least two means of 
rapid exit shall be provided with guardrails as specified in subpart M 
of this part.
    (d) Cofferdams located close to navigable shipping channels shall be 
protected from vessels in transit, where possible.



Sec. 1926.803  Compressed air.

    (a) General provisions. (1) There shall be present, at all times, at 
least one competent person designated by and representing the employer, 
who shall be familiar with this subpart in all respects, and responsible 
for full compliance with these and other applicable subparts.
    (2) Every employee shall be instructed in the rules and regulations 
which concern his safety or the safety of others.
    (b) Medical attendance, examination, and regulations. (1) There 
shall be retained one or more licensed physicians familiar with and 
experienced in the physical requirements and the medical aspects of 
compressed air work and the treatment of decompression illness. He shall 
be available at all times while work is in progress in order to provide 
medical supervision of employees employed in compressed air work. He 
shall himself be physically qualified and be willing to enter a 
pressurized environment.
    (2) No employee shall be permitted to enter a compressed air 
environment until he has been examined by the physician and reported by 
him to be physically qualified to engage in such work.
    (3) In the event an employee is absent from work for 10 days, or is 
absent due to sickness or injury, he shall not resume work until he is 
reexamined by the physician, and his physical condition reported, as 
provided in this paragraph, to be such as to permit him to work in 
compressed air.
    (4) After an employee has been employed continuously in compressed 
air for a period designated by the physician, but not to exceed 1 year, 
he shall be reexamined by the physician to determine if he is still 
physically qualified to engage in compressed air work.

[[Page 455]]

    (5) Such physician shall at all times keep a complete and full 
record of examinations made by him. The physician shall also keep an 
accurate record of any decompression illness or other illness or injury 
incapacitating any employee for work, and of all loss of life that 
occurs in the operation of a tunnel, caisson, or other compartment in 
which compressed air is used.
    (6) Records shall be available for the inspection of the Secretary 
or his representatives, and a copy thereof shall be forwarded to OSHA 
within 48 hours following the occurrence of the accident, death, injury, 
or decompression illness. It shall state as fully as possible the cause 
of said death or decompression illness, and the place where the injured 
or sick employee was taken, and such other relative information as may 
be required by the Secretary.
    (7) A fully equipped first aid station shall be provided at each 
tunnel project regardless of the number of persons employed. An 
ambulance or transportation suitable for a litter case shall be at each 
project.
    (8) Where tunnels are being excavated from portals more than 5 road 
miles apart, a first aid station and transportation facilities shall be 
provided at each portal.
    (9) A medical lock shall be established and maintained in immediate 
working order whenever air pressure in the working chamber is increased 
above the normal atmosphere.
    (10) The medical lock shall:
    (i) Have at least 6 feet of clear headroom at the center, and be 
subdivided into not less than two compartments;
    (ii) Be readily accessible to employees working under compressed 
air;
    (iii) Be kept ready for immediate use for at least 5 hours 
subsequent to the emergence of any employee from the working chamber;
    (iv) Be properly heated, lighted and ventilated;
    (v) Be maintained in a sanitary condition;
    (vi) Have a nonshatterable port through which the occupant(s) may be 
kept under constant observation;
    (vii) Be designed for a working pressure of 75 p.s.i.g.
    (viii) Be equipped with internal controls which may be overridden by 
external controls;
    (ix) Be provided with air pressure gauges to show the air pressure 
within each compartment to observers inside and outside the medical 
lock.
    (x) Be equipped with a manual type sprinkler system that can be 
activated inside the lock or by the outside lock tender.
    (xi) Be provided with oxygen lines and fittings leading into 
external tanks. The lines shall be fitted with check valves to prevent 
reverse flow. The oxygen system inside the chamber shall be of a closed 
circuit design and be so designed as to automatically shut off the 
oxygen supply whenever the fire system is activated.
    (xii) Be in constant charge of an attendant under the direct control 
of the retained physician. The attendant shall be trained in the use of 
the lock and suitably instructed regarding steps to be taken in the 
treatment of employee exhibiting symptoms compatible with a diagnosis of 
decompression illness;
    (xiii) Be adjacent to an adequate emergency medical facility;
    (xiv) The medical facility shall be equipped with demand-type oxygen 
inhalation equipment approved by the U.S. Bureau of Mines;
    (xv) Be capable of being maintained at a temperature, in use, not to 
exceed 90 [deg]F. nor be less than 70 [deg]F.; and
    (xvi) Be provided with sources of air, free of oil and carbon 
monoxide, for normal and emergency use, which are capable of raising the 
air pressure in the lock from 0 to 75 p.s.i.g. in 5 minutes.
    (11) Identification badges shall be furnished to all employees, 
indicating that the wearer is a compressed air worker. A permanent 
record shall be kept of all identification badges issued. The badge 
shall give the employee's name, address of the medical lock, the 
telephone number of the licensed physician for the compressed air 
project, and contain instructions that in case of emergency of unknown 
or doubtful cause or illness, the wearer shall be rushed to the medical 
lock. The badge shall be worn at all times--off the job, as well as on 
the job.

[[Page 456]]

    (c) Telephone and signal communication. (1) Effective and reliable 
means of communication, such as bells, whistles, or telephones, shall be 
maintained, at all times between all the following locations:
    (i) The working chamber face;
    (ii) The working chamber side of the man lock near the door;
    (iii) The interior of the man lock;
    (iv) Lock attendant's station;
    (v) The compressor plant;
    (vi) The first-aid station;
    (vii) The emergency lock (if one is required); and
    (viii) The special decompression chamber (if one is required).
    (d) Signs and records. (1) The time of decompression shall be posted 
in each man lock as follows:

                   Time of Decompression for This Lock

---- pounds to ---- pounds in ---- minutes.
---- pounds to ---- pounds in ---- minutes.
    (Signed by) ------------ (Superintendent)

This form shall be posted in the Man Lock at all times.

    (2) Any code of signals used shall be conspicuously posted near 
workplace entrances and such other locations as may be necessary to 
bring them to the attention of all employees concerned.
    (3) For each 8-hour shift, a record of employees employed under air 
pressure shall be kept by an employee who shall remain outside the lock 
near the entrance. This record shall show the period each employee 
spends in the air chamber and the time taken from decompression. A copy 
shall be submitted to the appointed physician after each shift.
    (e) Compression. (1) Every employee going under air pressure for the 
first time shall be instructed on how to avoid excessive discomfort.
    (2) During the compression of employees, the pressure shall not be 
increased to more than 3 p.s.i.g. within the first minute. The pressure 
shall be held at 3 p.s.i.g. and again at 7 p.s.i.g. sufficiently long to 
determine if any employees are experiencing discomfort.
    (3) After the first minute the pressure shall be raised uniformly 
and at a rate not to exceed 10 p.s.i. per minute.
    (4) If any employee complains of discomfort, the pressure shall be 
held to determine if the symptoms are relieved. If, after 5 minutes the 
discomfort does not disappear, the lock attendant shall gradually reduce 
the pressure until the employee signals that the discomfort has ceased. 
If he does not indicate that the discomfort has disappeared, the lock 
attendant shall reduce the pressure to atmospheric and the employee 
shall be released from the lock.
    (5) No employee shall be subjected to pressure exceeding 50 pounds 
per square inch except in emergency.
    (f) Decompression. (1) Decompression to normal condition shall be in 
accordance with the Decompression Tables in Appendix A of this subpart.
    (2) In the event it is necessary for an employee to be in compressed 
air more than once in a 24-hour period, the appointed physician shall be 
responsible for the establishment of methods and procedures of 
decompression applicable to repetitive exposures.
    (3) If decanting is necessary, the appointed physician shall 
establish procedures before any employee is permitted to be decompressed 
by decanting methods. The period of time that the employees spend at 
atmospheric pressure between the decompression following the shift and 
recompression shall not exceed 5 minutes.
    (g) Man locks and special decompression chambers--(1) Man locks. (i) 
Except in emergency, no employees employed in compressed air shall be 
permitted to pass from the working chamber to atmospheric pressure until 
after decompression, in accordance with the procedures in this subpart.
    (ii) The lock attendant in charge of a man lock shall be under the 
direct supervision of the appointed physician. He shall be stationed at 
the lock controls on the free air side during the period of compression 
and decompression and shall remain at the lock control station whenever 
there are men in the working chamber or in the man lock.
    (iii) Except where air pressure in the working chamber is below 12 
p.s.i.g., each man lock shall be equipped with automatic controls which, 
through taped programs, cams, or similar apparatus, shall automatically 
regulate decompressions. It shall also be equipped with manual controls 
to permit the

[[Page 457]]

lock attendant to override the automatic mechanism in the event of an 
emergency, as provided in paragraph (g)(1)(viii) of this section.
    (iv) A manual control, which can be used in the event of an 
emergency, shall be placed inside the man lock.
    (v) A clock, thermometer, and continuous recording pressure gauge 
with a 4-hour graph shall be installed outside of each man lock and 
shall be changed prior to each shift's decompression. The chart shall be 
of sufficient size to register a legible record of variations in 
pressure within the man lock and shall be visible to the lock attendant. 
A copy of each graph shall be submitted to the appointed physician after 
each shift. In addition, a pressure gauge, clock, and thermometer shall 
also be installed in each man lock. Additional fittings shall be 
provided so that test gauges may be attached whenever necessary.
    (vi) Except where air pressure is below 12 p.s.i.g. and there is no 
danger of rapid flooding, all caissons having a working area greater 
than 150 square feet, and each bulkhead in tunnels of 14 feet or more in 
diameter, or equivalent area, shall have at least two locks in perfect 
working condition, one of which shall be used exclusively as a man lock, 
the other, as a materials lock.
    (vii) Where only a combination man-and-materials lock is required, 
this single lock shall be of sufficient capacity to hold the employees 
constituting two successive shifts.
    (viii) Emergency locks shall be large enough to hold an entire 
heading shift and a limit maintained of 12 p.s.i.g. There shall be a 
chamber available for oxygen decompression therapy to 28 p.s.i.g.
    (ix) The man lock shall be large enough so that those using it are 
not compelled to be in a cramped position, and shall not have less than 
5 feet clear head room at the center and a minimum of 30 cubic feet of 
air space per occupant.
    (x) Locks on caissons shall be so located that the bottom door shall 
be not less than 3 feet above the water level surrounding the caisson on 
the outside. (The water level, where it is affected by tides, is 
construed to mean high tide.)
    (xi) In addition to the pressure gauge in the locks, an accurate 
pressure gauge shall be maintained on the outer and inner side of each 
bulkhead. These gauges shall be accessible at all times and shall be 
kept in accurate working order.
    (xii) Man locks shall have an observation port at least 4 inches in 
diameter located in such a position that all occupants of the man lock 
may be observed from the working chamber and from the free air side of 
the lock.
    (xiii) Adequate ventilation in the lock shall be provided.
    (xiv) Man locks shall be maintained at a minimum temperature of 70 
[deg]F.
    (xv) When locks are not in use and employees are in the working 
chamber, lock doors shall be kept open to the working chamber, where 
practicable.
    (xvi) Provision shall be made to allow for rescue parties to enter 
the tunnel if the working force is disabled.
    (xvii) A special decompression chamber of sufficient size to 
accommodate the entire force of employees being decompressed at the end 
of a shift shall be provided whenever the regularly established working 
period requires a total time of decompression exceeding 75 minutes.
    (2) Special decompression chamber. (i) The headroom in the special 
decompression chamber shall be not less than a minimum 7 feet and the 
cubical content shall provide at least 50 cubic feet of airspace for 
each employee. For each occupant, there shall be provided 4 square feet 
of free walking area and 3 square feet of seating space, exclusive of 
area required for lavatory and toilet facilities. The rated capacity 
shall be based on the stated minimum space per employee and shall be 
posted at the chamber entrance. The posted capacity shall not be 
exceeded, except in case of emergency.
    (ii) Each special decompression chamber shall be equipped with the 
following:
    (a) A clock or clocks suitably placed so that the attendant and the 
chamber occupants can readily ascertain the time;
    (b) Pressure gauges which will indicate to the attendants and to the 
chamber occupants the pressure in the chamber;

[[Page 458]]

    (c) Valves to enable the attendant to control the supply and 
discharge of compressed air into and from the chamber;
    (d) Valves and pipes, in connection with the air supply and exhaust, 
arranged so that the chamber pressure can be controlled from within and 
without;
    (e) Effective means of oral intercommunication between the 
attendant, occupants of the chamber, and the air compressor plant; and
    (f) An observation port at the entrance to permit observation of the 
chamber occupants.
    (iii) Seating facilities in special decompression chambers shall be 
so arranged as to permit a normal sitting posture without cramping. 
Seating space, not less than 18 inches by 24 inches wide, shall be 
provided per occupant.
    (iv) Adequate toilet and washing facilities, in a screened or 
enclosed recess, shall be provided. Toilet bowls shall have a built-in 
protector on the rim so that an air space is created when the seat lid 
is closed.
    (v) Fresh and pure drinking water shall be available. This may be 
accomplished by either piping water into the special decompression 
chamber and providing drinking fountains, or by providing individual 
canteens, or by some other sanitary means. Community drinking vessels 
are prohibited.
    (vi) No refuse or discarded material of any kind shall be permitted 
to accumulate, and the chamber shall be kept clean.
    (vii) Unless the special decompression chamber is serving as the man 
lock to atmospheric pressure, the special decompression chamber shall be 
situated, where practicable, adjacent to the man lock on the atmospheric 
pressure side of the bulkhead. A passageway shall be provided, 
connecting the special chamber with the man lock, to permit employees in 
the process of decompression to move from the man lock to the special 
chamber without a reduction in the ambient pressure from that designated 
for the next stage of decompression. The passageway shall be so arranged 
as to not interfere with the normal operation of the man lock, nor with 
the release of the occupants of the special chamber to atmospheric 
pressure upon the completion of the decompression procedure.
    (h) Compressor plant and air supply. (1) At all times there shall be 
a thoroughly experienced, competent, and reliable person on duty at the 
air control valves as a gauge tender who shall regulate the pressure in 
the working areas. During tunneling operations, one gauge tender may 
regulate the pressure in not more than two headings: Provided, That the 
gauge and controls are all in one location. In caisson work, there shall 
be a gauge tender for each caisson.
    (2) The low air compressor plant shall be of sufficient capacity to 
not only permit the work to be done safely, but shall also provide a 
margin to meet emergencies and repairs.
    (3) Low air compressor units shall have at least two independent and 
separate sources of power supply and each shall be capable of operating 
the entire low air plant and its accessory systems.
    (4) The capacity, arrangement, and number of compressors shall be 
sufficient to maintain the necessary pressure without overloading the 
equipment and to assure maintenance of such pressure in the working 
chamber during periods of breakdown, repair, or emergency.
    (5) Switching from one independent source of power supply to the 
other shall be done periodically to ensure the workability of the 
apparatus in an emergency.
    (6) Duplicate low-pressure air feedlines and regulating valves shall 
be provided between the source of air supply and a point beyond the 
locks with one of the lines extending to within 100 feet of the working 
face.
    (7) All high- and low-pressure air supply lines shall be equipped 
with check valves.
    (8) Low-pressure air shall be regulated automatically. In addition, 
manually operated valves shall be provided for emergency conditions.
    (9) The air intakes for all air compressors shall be located at a 
place where fumes, exhaust, gases, and other air contaminants will be at 
a minimum.

[[Page 459]]

    (10) Gauges indicating the pressure in the working chamber shall be 
installed in the compressor building, the lock attendant's station, and 
at the employer's field office.
    (i) Ventilation and air quality. (1) Exhaust valves and exhaust 
pipes shall be provided and operated so that the working chamber shall 
be well ventilated, and there shall be no pockets of dead air. Outlets 
may be required at intermediate points along the main low-pressure air 
supply line to the heading to eliminate such pockets of dead air. 
Ventilating air shall be not less than 30 cubic feet per minute.
    (2) The air in the workplace shall be analyzed by the employer not 
less than once each shift, and records of such tests shall be kept on 
file at the place where the work is in progress. The test results shall 
be within the threshold limit values specified in subpart D of this 
part, for hazardous gases, and within 10 percent of the lower explosive 
limit of flammable gases. If these limits are not met, immediate action 
to correct the situation shall be taken by the employer.
    (3) The temperature of all working chambers which are subjected to 
air pressure shall, by means of after-coolers or other suitable devices, 
be maintained at a temperature not to exceed 85 [deg]F.
    (4) Forced ventilation shall be provided during decompression. 
During the entire decompression period, forced ventilation through 
chemical or mechanical air purifying devices that will ensure a source 
of fresh air shall be provided.
    (5) Whenever heat-producing machines (moles, shields) are used in 
compressed air tunnel operations, a positive means of removing the heat 
build-up at the heading shall be provided.
    (j) Electricity. (1) All lighting in compressed-air chambers shall 
be by electricity exclusively, and two independent electric-lighting 
systems with independent sources of supply shall be used. The emergency 
source shall be arranged to become automatically operative in the event 
of failure of the regularly used source.
    (2) The minimum intensity of light on any walkway, ladder, stairway, 
or working level shall be not less than 10 foot-candles, and in all 
workplaces the lighting shall at all times be such as to enable 
employees to see clearly.
    (3) All electrical equipment and wiring for light and power circuits 
shall comply with the requirements of subpart K of this part for use in 
damp, hazardous, high temperature, and compressed air environments.
    (4) External parts of lighting fixtures and all other electrical 
equipment, when within 8 feet of the floor, shall be constructed of 
noncombustible, nonabsorptive, insulating materials, except that metal 
may be used if it is effectively grounded.
    (5) Portable lamps shall be equipped with noncombustible, 
nonabsorptive, insulating sockets, approved handles, basket guards, and 
approved cords.
    (6) The use of worn or defective portable and pendant conductors is 
prohibited.
    (k) Sanitation. (1) Sanitary, heated, lighted, and ventilated 
dressing rooms and drying rooms shall be provided for all employees 
engaged in compressed air work. Such rooms shall contain suitable 
benches and lockers. Bathing accommodations (showers at the ratio of one 
to 10 employees per shift), equipped with running hot and cold water, 
and suitable and adequate toilet accommodations, shall be provided. One 
toilet for each 15 employees, or fractional part thereof, shall be 
provided.
    (2) When the toilet bowl is shut by a cover, there should be an air 
space so that the bowl or bucket does not implode when pressure is 
increased.
    (3) All parts of caissons and other working compartments shall be 
kept in a sanitary condition.
    (l) Fire prevention and protection. (1) Firefighting equipment shall 
be available at all times and shall be maintained in working condition.
    (2) While welding or flame-cutting is being done in compressed air, 
a firewatch with a fire hose or approved extinguisher shall stand by 
until such operation is completed.
    (3) Shafts and caissons containing flammable material of any kind, 
either above or below ground, shall be provided with a waterline and a 
fire hose connected thereto, so arranged that all

[[Page 460]]

points of the shaft or caisson are within reach of the hose stream.
    (4) Fire hose shall be at least 1\1/2\ inches in nominal diameter; 
the water pressure shall at all times be adequate for efficient 
operation of the type of nozzle used; and the water supply shall be such 
as to ensure an uninterrupted flow. Fire hose, when not in use, shall be 
located or guarded to prevent injury thereto.
    (5) The power house, compressor house, and all buildings housing 
ventilating equipment, shall be provided with at least one hose 
connection in the water line, with a fire hose connected thereto. A fire 
hose shall be maintained within reach of structures of wood over or near 
shafts.
    (6) Tunnels shall be provided with a 2-inch minimum diameter water 
line extending into the working chamber and to within 100 feet of the 
working face. Such line shall have hose outlets with 100 feet of fire 
hose attached and maintained as follows: One at the working face; one 
immediately inside of the bulkhead of the working chamber; and one 
immediately outside such bulkhead. In addition, hose outlets shall be 
provided at 200-foot intervals throughout the length of the tunnel, and 
100 feet of fire hose shall be attached to the outlet nearest to any 
location where flammable material is being kept or stored or where any 
flame is being used.
    (7) In addition to fire hose protection required by this subpart, on 
every floor of every building not under compressed air, but used in 
connection with the compressed air work, there shall be provided at 
least one approved fire extinguisher of the proper type for the hazard 
involved. At least two approved fire extinguishers shall be provided in 
the working chamber as follows: One at the working face and one 
immediately inside the bulkhead (pressure side). Extinguishers in the 
working chamber shall use water as the primary extinguishing agent and 
shall not use any extinguishing agent which could be harmful to the 
employees in the working chamber. The fire extinguisher shall be 
protected from damage.
    (8) Highly combustible materials shall not be used or stored in the 
working chamber. Wood, paper, and similar combustible material shall not 
be used in the working chamber in quantities which could cause a fire 
hazard. The compressor building shall be constructed of non-combustible 
material.
    (9) Man locks shall be equipped with a manual type fire extinguisher 
system that can be activated inside the man lock and also by the outside 
lock attendant. In addition, a fire hose and portable fire extinguisher 
shall be provided inside and outside the man lock. The portable fire 
extinguisher shall be the dry chemical type.
    (10) Equipment, fixtures, and furniture in man locks and special 
decompression chambers shall be constructed of noncombustible materials. 
Bedding, etc., shall be chemically treated so as to be fire resistant.
    (11) Head frames shall be constructed of structural steel or open 
frame-work fireproofed timber. Head houses and other temporary surface 
buildings or structures within 100 feet of the shaft, caisson, or tunnel 
opening shall be built of fire-resistant materials.
    (12) No oil, gasoline, or other combustible material shall be stored 
within 100 feet of any shaft, caisson, or tunnel opening, except that 
oils may be stored in suitable tanks in isolated fireproof buildings, 
provided such buildings are not less than 50 feet from any shaft, 
caisson, or tunnel opening, or any building directly connected thereto.
    (13) Positive means shall be taken to prevent leaking flammable 
liquids from flowing into the areas specifically mentioned in the 
preceding paragraph.
    (14) All explosives used in connection with compressed air work 
shall be selected, stored, transported, and used as specified in subpart 
U of this part.
    (m) Bulkheads and safety screens. (1) Intermediate bulkheads with 
locks, or intermediate safety screens or both, are required where there 
is the danger of rapid flooding.
    (2) In tunnels 16 feet or more in diameter, hanging walkways shall 
be provided from the face to the man lock as high in the tunnel as 
practicable, with at least 6 feet of head room. Walkways shall be 
constructed of noncombustible material. Standard railings shall be 
securely installed throughout the length of all walkways

[[Page 461]]

on open sides in accordance with subpart M of this part. Where walkways 
are ramped under safety screens, the walkway surface shall be 
skidproofed by cleats or by equivalent means.
    (3) Bulkheads used to contain compressed air shall be tested, where 
practicable, to prove their ability to resist the highest air pressure 
which may be expected to be used.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 47 
FR 14696, 14706, Apr. 6, 1982; 51 FR 25318, July 11, 1986; 61 FR 5510, 
Feb. 13, 1996]



Sec. 1926.804  Definitions applicable to this subpart.

    (a) Bulkhead--An airtight structure separating the working chamber 
from free air or from another chamber under a lesser pressure than the 
working pressure.
    (b) Caisson--A wood, steel, concrete or reinforced concrete, air- 
and water-tight chamber in which it is possible for men to work under 
air pressure greater than atmospheric pressure to excavate material 
below water level.
    (c) Decanting--A method used for decompressing under emergency 
circumstances. In this procedure, the employees are brought to 
atmospheric pressure with a very high gas tension in the tissues and 
then immediately recompressed in a second and separate chamber or lock.
    (d) Emergency locks--A lock designed to hold and permit the quick 
passage of an entire shift of employees.
    (e) High air--Air pressure used to supply power to pneumatic tools 
and devices.
    (f) Low air--Air supplied to pressurize working chambers and locks.
    (g) Man lock--A chamber through which men pass from one air pressure 
environment into another.
    (h) Materials lock--A chamber through which materials and equipment 
pass from one air pressure environment into another.
    (i) Medical lock--A special chamber in which employees are treated 
for decompression illness. It may also be used in preemployment physical 
examinations to determine the adaptability of the prospective employee 
to changes in pressure.
    (j) Normal condition--One during which exposure to compressed air is 
limited to a single continuous working period followed by a single 
decompression in any given 24-hour period; the total time of exposure to 
compressed air during the single continuous working period is not 
interrupted by exposure to normal atmospheric pressure, and a second 
exposure to compressed air does not occur until at least 12 consecutive 
hours of exposure to normal atmospheric pressure has elapsed since the 
employee has been under pressure.
    (k) Pressure--A force acting on a unit area. Usually shown as pounds 
per square inch. (p.s.i.)
    (l) Absolute pressure (p.s.i.a.)--The sum of the atmospheric 
pressure and gauge pressure (p.s.i.g.).
    (m) Atmospheric pressure--The pressure of air at sea level, usually 
14.7 p.s.i.a. (1 atmosphere), or 0 p.s.i.g.
    (n) Gauge pressure (p.s.i.g.)--Pressure measured by a gauge and 
indicating the pressure exceeding atmospheric.
    (o) Safety screen--An air- and water-tight diaphragm placed across 
the upper part of a compressed air tunnel between the face and bulkhead, 
in order to prevent flooding the crown of the tunnel between the safety 
screen and the bulkhead, thus providing a safe means of refuge and exit 
from a flooding or flooded tunnel.
    (p) Special decompression chamber--A chamber to provide greater 
comfort of employees when the total decompression time exceeds 75 
minutes.
    (q) Working chamber--The space or compartment under air pressure in 
which the work is being done.



     Sec. Appendix A to Subpart S of Part 1926--Decompression Tables

    1. Explanation. The decompression tables are computed for working 
chamber pressures from 0 to 14 pounds, and from 14 to 50 pounds per 
square inch gauge inclusive by 2-pound increments and for exposure times 
for each pressure extending from one-half to over 8 hours inclusive. 
Decompressions will be conducted by two or more stages with a maximum of 
four stages, the latter for a working chamber pressure of 40 pounds per 
square inch gauge or over.
    Stage 1 consists of a reduction in ambient pressure ranging from 10 
to a maximum of 16 pounds per square inch, but in no instance will the 
pressure be reduced below 4 pounds

[[Page 462]]

at the end of stage 1. This reduction in pressure in stage 1 will always 
take place at a rate not greater than 5 pounds per minute.
    Further reduction in pressure will take place during stage 2 and 
subsequent stages as required at a slower rate, but in no event at a 
rate greater than 1 pound per minute.
    Decompression Table No. 1 indicates in the body of the table the 
total decompression time in minutes for various combinations of working 
chamber pressure and exposure time.
    Decompression Table No. 2 indicates for the same various 
combinations of working chamber pressure and exposure time the 
following:
    a. The number of stages required;
    b. The reduction in pressure and the terminal pressure for each 
required stage;
    c. The time in minutes through which the reduction in pressure is 
accomplished for each required stage;
    d. The pressure reduction rate in minutes per pound for each 
required stage;

    Important Note: The Pressure Reduction in Each Stage is Accomplished 
at a Uniform Rate. Do Not Interpolate Between Values Shown on the 
Tables. Use the Next Higher Value of Working Chamber Pressure or 
Exposure Time Should the Actual Working Chamber Pressure or the Actual 
Exposure Time, Respectively, Fall Between Those for Which Calculated 
Values Are Shown in the Body of the Tables.

------------------------------------------------------------------------
                          Examples                              Minutes
------------------------------------------------------------------------
Example No. 1: 4 hours working period at 20 pounds gauge.
Decompression Table No. 1: 20 pounds for 4 hours, total               43
 decompression time.........................................
Decompression Table No. 2:
  Stage 1: Reduce pressure from 20 pounds to 4 pounds at the
   uniform rate of 5 pounds per minute.
    Elapsed time stage 1: 16/5..............................           3
  Stage 2 (final stage): Reduce pressure at a uniform rate
   from 4 pounds to 0-pound gage over a period of 40
   minutes.
  Rate--0.10 pound per minute or 10 minutes per pound.
  Stage 2 (final) elapsed time..............................          40
                                                             -----------
    Total time..............................................          43
Example No. 2: 5-hour working period at 24 pounds gage.
Decompression Table No. 1: 24 pounds for 5 hours, total              117
 decompression time.........................................
Decompression Table No. 2:
  Stage 1: Reduce pressure from 24 pounds to 8 pounds at the
   uniform rate of 5 pounds per minute.
    Elapsed time stage 1: 16/5..............................           3
  Stage 2: Reduce pressure at a uniform rate from 8 pounds             4
   to 4 pounds over a period of 4 minutes. Rate, 1 pound per
   minute elapsed time, stage 2.............................
  Transfer men to special decompression chamber maintaining
   the 4-pound pressure during the transfer operation.
  Stage 3 (final stage): In the special decompression                110
   chamber, reduce the pressure at a uniform rate from 4
   pounds to 0-pound gage over a period of 110 minutes.
   Rate, 0.037 pound per minute or 27.5 minutes per pound.
   Stage 3 (final) elapsed time.............................
                                                             -----------
    Total time..............................................         117
------------------------------------------------------------------------


                                                   Decompression Table No. 1--Total Decompression Time
--------------------------------------------------------------------------------------------------------------------------------------------------------
                                                                                                   Working period hours
                     Work pressure p.s.i.g.                      ---------------------------------------------------------------------------------------
                                                                   \1/2\     1    1\1/2\     2       3       4       5       6       7       8    Over 8
--------------------------------------------------------------------------------------------------------------------------------------------------------
9 to 12.........................................................       3       3       3       3       3       3       3       3       3       3       3
14..............................................................       6       6       6       6       6       6       6       6      16      16      33
16..............................................................       7       7       7       7       7       7      17      33      48      48      62
18..............................................................       7       7       7       8      11      17      48      63      63      73      87
20..............................................................       7       7       8      15      15      43      63      73      83     103     113
22..............................................................       9       9      16      24      38      68      93     103     113     128     133
24..............................................................      11      12      23      27      52      92     117     122     127     137     151
26..............................................................      13      14      29      34      69     104     126     141     142     142     163
28..............................................................      15      23      31      41      98     127     143     153     153     165     183
30..............................................................      17      28      38      62     105     143     165     168     178     188     204
32..............................................................      19      35      43      85     126     163     178     193     203     213     226
34..............................................................      21      39      58      98     151     178     195     218     223     233     248
36..............................................................      24      44      63     113     170     198     223     233     243     253     273
38..............................................................      28      49      73     128     178     203     223     238     253     263     278
40..............................................................      31      49      84     143     183     213     233     248     258     278     288
42..............................................................      37      56     102     144     189     215     245     260     263     268     293
44..............................................................      43      64     118     154     199     234     254     264     269     269     293
46..............................................................      44      74     139     171     214     244     269     274     289     299     318
48..............................................................      51      89     144     189     229     269     299     309     319     319  ......
50..............................................................      58      94     164     209     249     279     309     329  ......  ......  ......
--------------------------------------------------------------------------------------------------------------------------------------------------------


[[Page 463]]


                                            Decompression Table No. 2
                     [Do not interpolate, use next higher value for conditions not computed]
----------------------------------------------------------------------------------------------------------------
                                                                    Decompression data
                                         -----------------------------------------------------------------------
  Working chamber pressure      Working                   Pressure reduc.                  Pressure
          p.s.i.g.              period                       p.s.i.g.           Time in     reduc.    Total time
                                 hours     Stage No. ------------------------    stage     rate Min/  decompress
                                                         From         To        minutes      pound      minutes
----------------------------------------------------------------------------------------------------------------
14..........................       \1/2\           1          14           4           2        0.20           6
                              ..........           2           4           0           4        1.00           6
                                       1           1          14           4           2        0.20           6
                              ..........           2           4           0           4        1.00           6
                                  1\1/2\           1          14           4           2        0.20           6
                              ..........           2           4           0           4        1.00           6
                                       2           1          14           4           2        0.20           6
                              ..........           2           4           0           4        1.00           6
                                       3           1          14           4           2        0.20           6
                              ..........           2           4           0           4        1.00           6
                                       4           1          14           0           2        0.20           6
                              ..........           2           4           0           4        1.00           6
                                       5           1          14           4           2        0.20           6
                              ..........           2           4           0           4        1.00           6
                                       6           1          14           4           2        0.20  ..........
                              ..........           2           4           0           4        1.00           6
                                       7           1          14           4           2        0.20  ..........
                              ..........           2           4           0          14        3.50          16
                                       8           1          14           4           2        0.20  ..........
                              ..........           2           4           0          14        3.50          16
                                  Over 8           1          14           4           2        0.20  ..........
                              ..........           2           4           0          30        7.50          32
16..........................       \1/2\           1          16           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                       1           1          16           4           3        0.20           7
                              ..........           2           4           0           4        1.00           7
                                  1\1/2\           1          16           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                       2           1          16           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                       3           1          16           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                       4           1          14           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                       5           1          14           4           3        0.20           7
                              ..........           2           4           0           4        3.50          17
                                       6           1          14           4           3        0.20  ..........
                              ..........           2           4           0          30        7.50          33
                                       7           1          14           4           3        0.20  ..........
                              ..........           2           4           0          45       11.25          48
                                       8           1          14           4           3        0.20  ..........
                              ..........           2           4           0          45       11.25          48
                                  Over 8           1          14           4           3        0.20  ..........
                              ..........           2           4           0          60       15.00          63
18..........................       \1/2\           1          18           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                       1           1          18           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                  1\1/2\           1          18           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                       2           1          18           4           3        0.20  ..........
                              ..........           2           4           0           5        1.25           8
                                       3           1          18           4           3        0.20  ..........
                              ..........           2           4           0           8        2.00          11
                                       4           1          18           4           3        0.20  ..........
                              ..........           2           4           0          14        3.50          17
                                       5           1          18           4           3        0.20  ..........
                              ..........           2           4           0          45       11.25          48
                                       6           1          18           4           3        0.20  ..........
                              ..........           2           4           0          60       15.00          63
                                       7           1          18           4           3        0.20  ..........
                              ..........           2           4           0          60       15.00          63
                                       8           1          18           4           3        0.20  ..........
                              ..........           2           4           0          70       17.50          73
                                  Over 8           1          18           4           3        0.20  ..........
                              ..........           2           4           0          84       21.00          87

[[Page 464]]

 
20..........................       \1/2\           1          20           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                       1           1          20           4           3        0.20  ..........
                              ..........           2           4           0           4        1.00           7
                                  1\1/2\           1          20           4           3        0.20  ..........
                              ..........           2           4           0           5        1.25           8
                                       2           1          20           4           3        0.20  ..........
                              ..........           2           4           0          12        3.00          15
                                       3           1          20           4           3        0.20  ..........
                              ..........           2           4           0          12        3.00          15
                                       4           1          20           4           3        0.20  ..........
                              ..........           2           4           0          40       10.00          43
                                       5           1          20           4           3        0.20  ..........
                              ..........           2           4           0          60       15.00          63
                                       6           1          20           4           3        0.20  ..........
                              ..........           2           4           0          70       17.50          73
                                       7           1          20           4           3        0.20  ..........
                              ..........           2           4           0          80       20.00          83
                                       8           1          20           4           3        0.20  ..........
                              ..........           2           4           0         100       25.00         103
                                  Over 8           1          20           4           3        0.20  ..........
                              ..........           2           4           0         110       27.50         113
22..........................       \1/2\           1          22           6           3        0.20  ..........
                              ..........           2           6           0           6        1.00           9
                                       1           1          22           6           3        0.20  ..........
                              ..........           2           6           0           6        1.00           9
                                  1\1/2\           1          22           6           3        0.20  ..........
                              ..........           2           6           0          13        2.20          16
                                       2           1          22           6           3        0.20  ..........
                              ..........           2           6           0          21        3.50          24
                                       3           1          22           6           3        0.20  ..........
                              ..........           2           6           0          35        5.85          38
                                       4           1          22           6           3        0.20  ..........
                              ..........           2           6           0          65       10.83          68
                                       5           1          22           6           3        0.20  ..........
                              ..........           2           6           0          90       15.00          93
                                       6           1          22           6           3        0.20  ..........
                              ..........           2           4           0         100       16.67         103
                                       7           1          22           6           3        0.20  ..........
                              ..........           2           6           0         110       18.35         113
                                       8           1          22           6           3        0.20  ..........
                              ..........           2           6           0         125       20.80         128
                                  Over 8           1          22           6           3        0.20  ..........
                              ..........           2           6           0         130       21.70         133
24..........................       \1/2\           1          24           8           3        0.20  ..........
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0           4        1.00          11
                                       1           1          24           8           3        0.20  ..........
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0           5        1.25          12
                                  1\1/2\           1          24           8           3        0.20  ..........
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0          16        4.00          23
                                       2           1          24           8           3        0.20  ..........
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0          20        5.00          27
                                       3           1          24           8           3        0.20  ..........
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0          45       11.25          52
                                       4           1          24           8           3        0.20  ..........
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0          85       21.25          92
                                       5           1          24           8           3        0.20  ..........
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0         110       27.50         117
                                       6           1          24           8           3        0.20  ..........

[[Page 465]]

 
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0         115       28.80         122
                                       7           1          24           8           3        0.20  ..........
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0         120       30.00         127
                                       8           1          24           8           3        0.20  ..........
                              ..........           2           8           4           4        1.00  ..........
                              ..........           3           4           0         130       32.50         137
                                  Over 8           1          24           8           3        0.20  ..........
                              ..........           2           8           4           8        2.00  ..........
                              ..........           3           4           0         140       35.00         151
26..........................       \1/2\           1          26          10           3        0.20  ..........
                              ..........           2          10           4           6        1.00  ..........
                              ..........           3           4           0           4        1.00          13
                                       1           1          26          10           3        0.20  ..........
                              ..........           2          10           4           6        1.00  ..........
                              ..........           3           4           0           5        1.25          14
                                  1\1/2\           1          26          10           3        0.20  ..........
                              ..........           2          10           4           6        1.00  ..........
                              ..........           3           4           0          20        5.00          29
                                       2           1          26          10           3        0.20  ..........
                              ..........           2          10           4           6        1.00  ..........
                              ..........           3           4           0          25        6.25          34
                                       3           1          26          10           3        0.20  ..........
                              ..........           2          10           4           6        1.00  ..........
                              ..........           3           4           0          60       15.00          69
                                       4           1          26          10           3        0.20  ..........
                              ..........           2          10           4           6        1.00  ..........
                              ..........           3           4           0          95       23.75         104
                                       5           1          26          10           3        0.20  ..........
                              ..........           2          10           4           8        1.33  ..........
                              ..........           3           4           0         115       28.80         126
                                       6           1          26          10           3        0.20  ..........
                              ..........           2          10           4           8        1.33  ..........
                              ..........           3           4           0         130       32.50         141
                                       7           1          26          10           3        2.20  ..........
                              ..........           2          10           4           9        1.50  ..........
                              ..........           3           4           0         130       32.50         142
                                       8           1          26          10           3        0.20  ..........
                              ..........           2          10           4           9        1.50  ..........
                              ..........           3           4           0         130       32.50         142
                                  Over 8           1          26          10           3        0.20  ..........
                              ..........           2          10           4          30        5.00  ..........
                              ..........           3           4           0          30       32.50         163
28..........................       \1/2\           1          28          12           3        0.20  ..........
                              ..........           2          12           4           8        1.00  ..........
                              ..........           3           4           0           4        1.00          15
                                       1           1          28          12           3        0.20  ..........
                              ..........           2          12           4           8        1.00  ..........
                              ..........           3           4           0          12        3.00          23
                                  1\1/2\           1          28          12           3        0.20  ..........
                              ..........           2          12           4           8        1.00  ..........
                              ..........           3           4           0          20        5.00          31
                                       2           1          28          12           3        0.20  ..........
                              ..........           2          12           4           8        1.00  ..........
                              ..........           3           4           0          30        7.50          41
                                       3           1          28          12           3        0.20  ..........
                              ..........           2          12           4          10        1.25  ..........
                              ..........           3           4           0          85       21.20          98
                                       4           1          28          12           3        0.20  ..........
                              ..........           2          12           4          14        1.75  ..........
                              ..........           3           4           0         110       27.50         127
                                       5           1          28          12           3        0.20  ..........
                              ..........           2          12           4          20        2.50  ..........
                              ..........           3           4           0         120       30.00         143
                                       6           1          28          12           3        0.20  ..........

[[Page 466]]

 
                              ..........           2          12           4          20        2.50  ..........
                              ..........           3           4           0         130       32.50         153
                                       7           1          28          12           3        0.20  ..........
                              ..........           2          12           4          20        2.50  ..........
                              ..........           3           4           0         120       32.50         153
                                       8           1          28          12           3        0.20  ..........
                              ..........           2          12           4          32        4.00  ..........
                              ..........           3           4           0         130       32.50         165
                                  Over 8           1          28          12           3        0.20  ..........
                              ..........           2          12           4          50        6.25  ..........
                              ..........           3           4           0         130       32.50         183
30..........................       \1/2\           1          30          14           3        0.20  ..........
                              ..........           2          14           4          10        1.00  ..........
                              ..........           3           4           0           4        1.00          17
                                       1           1          30          14           3        0.20  ..........
                              ..........           2          14           4          10        1.00  ..........
                              ..........           3           4           0          15        3.75          28
                                  1\1/2\           1          30          14           3        0.20  ..........
                              ..........           2          14           4          10        1.00  ..........
                              ..........           3           4           0          25        6.25          38
                                       2           1          30          14           3        0.20  ..........
                              ..........           2          14           4          14        1.40  ..........
                              ..........           3           4           0          45       11.25          62
                                       3           1          30          14           3        0.20  ..........
                              ..........           2          14           4          17        1.70  ..........
                              ..........           3           4           0          85       21.20         105
                                       4           1          30          14           3        0.20  ..........
                              ..........           2          14           4          30        3.00  ..........
                              ..........           3           4           0         110       27.50         143
                                       5           1          30          14           3        0.20  ..........
                              ..........           2          14           4          35        3.50  ..........
                              ..........           3           4           0         130       32.50         165
                                       6           1          30          14           3        0.20  ..........
                              ..........           2          14           4          35        3.50  ..........
                              ..........           3           4           0         130       32.50         168
                                       7           1          30          14           3        0.20  ..........
                              ..........           2          14           4          45        4.50  ..........
                              ..........           3           4           0         130       32.50         178
                                       8           1          30          14           3        0.20  ..........
                              ..........           2          14           4          55        5.50  ..........
                              ..........           3           4           0         130       32.50         188
                                  Over 8           1          30          14           3        0.20  ..........
                              ..........           2          14           4          71        7.10  ..........
                              ..........           3           4           0         130       32.50         204
32..........................       \1/2\           1          32          16           3        0.20  ..........
                              ..........           2          16           4          12        1.00  ..........
                              ..........           3           4           0           4        1.00          19
                                       1           1          32          16           3        0.20  ..........
                              ..........           2          16           4          12        1.00  ..........
                              ..........           3           4           0          20        5.00          35
                                  1\1/2\           1          32          16           3        0.20  ..........
                              ..........           2          16           4          15        1.25  ..........
                              ..........           3           4           0          25        6.25          43
                                       2           1          32          16           3        0.20  ..........
                              ..........           2          16           4          22        1.83  ..........
                              ..........           3           4           0          60       15.00          85
                                       3           1          32          16           3        0.20  ..........
                              ..........           2          16           4          28        2.33  ..........
                              ..........           3           4           0          95       23.75         126
                                       4           1          32          16           3        0.20  ..........
                              ..........           2          16           4          40        3.33  ..........
                              ..........           3           4           0         120       30.00         163
                                       5           1          32          16           3        0.20  ..........
                              ..........           2          16           4          45        3.75  ..........
                              ..........           3           4           0         130       32.50         178
                                       6           1          32          16           3        0.20  ..........

[[Page 467]]

 
                              ..........           2          16           4          60        5.00  ..........
                              ..........           3           4           0         130       32.50         193
                                       7           1          32          16           3        0.20  ..........
                              ..........           2          16           4          70        5.83  ..........
                              ..........           3           4           0         130       32.50         203
                                       8           1          32          16           3        0.20  ..........
                              ..........           2          16           4          80        6.67  ..........
                              ..........           3           4           0         130       32.50         213
                                  Over 8           1          32          16           3        0.20  ..........
                              ..........           2          16           4          93        7.75  ..........
                              ..........           3           4           0         130       32.50         226
34..........................       \1/2\           1          34          18           3        0.20  ..........
                              ..........           2          18           4          14        1.00  ..........
                              ..........           3           4           0           4        1.00          21
                                       1           1          34          18           3        0.20  ..........
                              ..........           2          18           4          14        1.00  ..........
                              ..........           3           4           0          22        5.50          39
                                  1\1/2\           1          34          18           3        0.20  ..........
                              ..........           2          18           4          25        1.80  ..........
                              ..........           3           4           0          30        7.50          58
                                       2           1          34          18           3        0.20  ..........
                              ..........           2          18           4          35        2.50  ..........
                              ..........           3           4           0          60       15.00          98
                                       3           1          34          18           3        0.20  ..........
                              ..........           2          18           4          43        3.10  ..........
                              ..........           3           4           0         105       26.25         151
                                       4           1          34          18           3        0.20  ..........
                              ..........           2          18           4          55        3.93  ..........
                              ..........           3           4           0         120       30.00         178
                                       5           1          34          18           3        0.20  ..........
                              ..........           2          18           4          62        4.43  ..........
                              ..........           3           4           0         130       32.50         195
                                       6           1          34          18           3        0.20  ..........
                              ..........           2          18           4          85        6.07  ..........
                              ..........           3           4           0         130       32.50         218
                                       7           1          34          18           3        0.20  ..........
                              ..........           2          18           4          90        6.43  ..........
                              ..........           3           4           0         130       32.50         223
                                       8           1          34          18           3        0.20  ..........
                              ..........           2          18           4         100        7.15  ..........
                              ..........           3           4           0         130       32.50         233
                                  Over 8           1          34          18           3        0.20  ..........
                              ..........           2          18           4         115        8.23  ..........
                              ..........           3           4           0         130       32.50         248
36..........................       \1/2\           1          36          20           3        0.20  ..........
                              ..........           2          20           4          16        1.00  ..........
                              ..........           3           4           0           5        1.25          24
                                       1           1          36          20           3        0.20  ..........
                              ..........           2          20           4          16        1.00  ..........
                              ..........           3           4           0          25        6.25          44
                                  1\1/2\           1          36          20           3        0.20  ..........
                              ..........           2          20           4          30        1.88  ..........
                              ..........           3           4           0          30        7.50          63
                                       2           1          36          20           3        0.20  ..........
                              ..........           2          20           4          40        2.50  ..........
                              ..........           3           4           0          70       17.50         113
                                       3           1          36          20           3        0.20  ..........
                              ..........           2          20           4          52        3.25  ..........
                              ..........           3           4           0         115       28.75         170
                                       4           1          36          20           3        0.20  ..........
                              ..........           2          20           4          65        4.06  ..........
                              ..........           3           4           0         130       32.50         198
                                       5           1          36          20           3        0.20  ..........
                              ..........           2          20           4          90        5.63  ..........
                              ..........           3           4           0         130       32.50         223
                                       6           1          36          20           3        0.20  ..........

[[Page 468]]

 
                              ..........           2          20           4         100        6.25  ..........
                              ..........           3           4           0         130       32.50         233
                                       7           1          36          20           3        0.20  ..........
                              ..........           2          20           4         110        6.88  ..........
                              ..........           3           4           0         130       32.50         243
                                       8           1          36          20           3        0.20  ..........
                              ..........           2          20           4         120        7.50  ..........
                              ..........           3           4           0         130       32.50         253
                                  Over 8           1          36          20           3        0.20  ..........
                              ..........           2          20           4         140        8.75  ..........
                              ..........           3           4           0         130       32.50         273
38..........................       \1/2\           1          38          22           3        0.20  ..........
                              ..........           2          22           6          16        1.00  ..........
                              ..........           3           6           0           9        1.50          28
                                       1           1          38          22           3        0.20  ..........
                              ..........           2          22           6          16        1.00  ..........
                              ..........           3           6           0          30        5.00          49
                                  1\1/2\           1          38          22           3        0.20  ..........
                              ..........           2          22           6          20        1.25  ..........
                              ..........           3           6           0          50        8.34          73
                                       2           1          38          22           3        0.20  ..........
                              ..........           2          22           6          30        1.88  ..........
                              ..........           3           6           0          95       15.83         128
                                       3           1          38          22           3        0.20  ..........
                              ..........           2          22           6          35        2.19  ..........
                              ..........           3           6           0         140       23.35         178
                                       4           1          38          22           3        0.20  ..........
                              ..........           2          22           6          50        3.12  ..........
                              ..........           3           6           0         150       25.00         203
                                       5           1          38          22           3        0.20  ..........
                              ..........           2          22           6          55        3.44  ..........
                              ..........           3           6           0         165       27.50         223
                                       6           1          38          22           3        0.20  ..........
                              ..........           2          22           6          70        4.38  ..........
                              ..........           3           6           0         165       27.50         238
                                       7           1          38          22           3        0.20  ..........
                              ..........           2          22           6          85        5.32  ..........
                              ..........           3           6           0         165       27.50         253
                                       8           1          38          22           3        0.20  ..........
                              ..........           2          22           6          95        5.93  ..........
                              ..........           3           6           0         165       27.50         263
                                  Over 8           1          38          22           3        0.20  ..........
                              ..........           2          22           6         110        6.88  ..........
                              ..........           3           6           0         165       27.50         278
40..........................       \1/2\           1          40          24           3        0.20  ..........
                              ..........           2          24           8          16        1.00  ..........
                              ..........           3           8           4           4        1.00  ..........
                              ..........           4           4           0           8        2.00          31
                                       1           1          40          24           3        0.20  ..........
                              ..........           2          24           8          16        1.00  ..........
                              ..........           3           8           4           5        1.25  ..........
                              ..........           4           4           0          25        6.25          49
                                  1\1/2\           1          40          24           3        0.20  ..........
                              ..........           2          24           8          16        1.00  ..........
                              ..........           3           8           4          20        5.00  ..........
                              ..........           4           4           0          45       11.25          84
                                       2           2          40          24           3        0.20  ..........
                              ..........           1          24           8          25        1.56  ..........
                              ..........           3           8           4          20        5.00  ..........
                              ..........           4           4           0          95       23.75         143
                                       3           1          40          24           3        0.20  ..........
                              ..........           2          24           8          30        1.88  ..........
                              ..........           3           8           4          30        7.50  ..........
                              ..........           4           4           0         120       30.00         183
                                       4           1          40          24           3        0.20  ..........
                              ..........           2          24           8          45        2.81  ..........

[[Page 469]]

 
                              ..........           3           8           4          35        8.75  ..........
                              ..........           4           4           0         130       32.50         213
                                       5           1          40          24           3        0.20  ..........
                              ..........           2          24           8          47        2.94  ..........
                              ..........           3           8           4          53       13.25  ..........
                              ..........           4           4           0         130       32.50         233
                                       6           1          40          24           3        0.20  ..........
                              ..........           2          24           8          55        3.44  ..........
                              ..........           3           8           4          60       15.00  ..........
                              ..........           4           4           0         130       32.50         248
                                       7           1          40          24           3        0.20  ..........
                              ..........           2          24           8          65        4.06  ..........
                              ..........           3           8           4          60       15.00  ..........
                              ..........           4           4           0         130       32.50         258
                                       8           1          40          24           3        0.20  ..........
                              ..........           2          24           8          75        4.70  ..........
                              ..........           3           8           4          60       15.00  ..........
                              ..........           4           4           0         130       32.50         268
                                  Over 8           1          40          24           3        0.20  ..........
                              ..........           2          24           8          95        5.93  ..........
                              ..........           3           8           4          60       15.00  ..........
                              ..........           4           4           0         130       32.50         288
42..........................       \1/2\           1          42          26           3        0.20  ..........
                              ..........           2          26          10          16        1.00  ..........
                              ..........           3          10           4           6        1.00  ..........
                              ..........           4           4           0          12        3.00          37
                                       1           1          42          26           3        0.20  ..........
                              ..........           2          26          10          16        1.00  ..........
                              ..........           3          10           4          12        2.00  ..........
                              ..........           4           4           0          25        6.25          56
                                  1\1/2\           1          42          26           3        0.20  ..........
                              ..........           2          26          10          16        1.00  ..........
                              ..........           3          10           4          23        3.83  ..........
                              ..........           4           4           0          60       15.00         102
                                       2           1          42          26           3        0.20  ..........
                              ..........           2          26          10          16        1.00  ..........
                              ..........           3          10           4          30        5.00  ..........
                              ..........           4           4           0          95       23.75         144
                                       3           1          42          26           3        0.20  ..........
                              ..........           2          26          10          16        1.00  ..........
                              ..........           3          10           4          50        8.34  ..........
                              ..........           4           4           0         120       30.00         189
                                       4           1          42          26           3        0.20  ..........
                              ..........           2          26          10          17        1.06  ..........
                              ..........           3          10           4          65       10.83  ..........
                              ..........           4           4           0         130       32.50         215
                                       5           1          42          26           3        0.20  ..........
                              ..........           2          26          10          27        1.69  ..........
                              ..........           3          10           4          85       14.18  ..........
                              ..........           4           4           0         130       32.50         245
                                       6           1          42          26           3        0.20  ..........
                              ..........           2          26          10          27        1.69  ..........
                              ..........           3          10           4         100       16.67  ..........
                              ..........           4           4           0         130       32.50         260
                                       7           1          42          26           3        0.20  ..........
                              ..........           2          26          10          30        1.88  ..........
                              ..........           3          10           4         100       16.67  ..........
                              ..........           4           4           0         130       32.50         263
                                       8           1          42          26           3        0.20  ..........
                              ..........           2          26          10          35        2.19  ..........
                              ..........           3          10           4         100       16.67  ..........
                              ..........           4           4           0         130       32.50         268
                                  Over 8           1          42          26           3        0.20  ..........
                              ..........           2          26          10          60        3.75  ..........
                              ..........           3          10           4         100       16.67  ..........
                              ..........           4           4           0         130       32.50         293

[[Page 470]]

 
44..........................       \1/2\           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4           8        1.00  ..........
                              ..........           4           4           0          16        4.00          43
                                       1           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4          20        2.50  ..........
                              ..........           4           4           0          25        6.25          64
                                  1\1/2\           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4          27        3.38  ..........
                              ..........           4           4           0          72       18.00         118
                                       2           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4          40        5.00  ..........
                              ..........           4           4           0          95       23.75         154
                                       3           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4          60        7.50  ..........
                              ..........           4           4           0         120       30.00         199
                                       4           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4          85       10.62  ..........
                              ..........           4           4           0         130       32.50         234
                                       5           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4         105       13.13  ..........
                              ..........           4           4           0         130       32.50         254
                                       6           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4         115       14.38  ..........
                              ..........           4           4           0         130       32.50         264
                                       7           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4         120       15.00  ..........
                              ..........           4           4           0         130       32.50         269
                                       8           1          44          28           3        0.20  ..........
                              ..........           2          28          12          16        1.00  ..........
                              ..........           3          12           4         120       15.00  ..........
                              ..........           4           4           0         130       32.50         269
                                  Over 8           1          44          28           3        0.20  ..........
                              ..........           2          28          12          40        2.50  ..........
                              ..........           3          12           4         120       15.00  ..........
                              ..........           4           4           0         130       32.50         293
46..........................       \1/2\           1          46          30           3        0.20  ..........
                              ..........           2          30          14          16        1.00  ..........
                              ..........           3          14           4          10        1.00  ..........
                              ..........           4           4           0          15        3.75          44
                                       1           1          46          30           3        0.20  ..........
                              ..........           2          30          14          16        1.00  ..........
                              ..........           3          14           4          25        2.50  ..........
                              ..........           4           4           0          30        7.50          74
                                  1\1/2\           1          46          30           3        0.20  ..........
                              ..........           2          30          14          16        1.00  ..........
                              ..........           3          14           4          35        3.50  ..........
                              ..........           4           4           0          85       21.20         139
                                       2           1          46          30           3        0.20  ..........
                              ..........           2          30          14          16        1.00  ..........
                              ..........           3          14           4          47        4.70  ..........
                              ..........           4           4           0         105       26.25         171
                                       3           1          46          30           3        0.20  ..........
                              ..........           2          30          14          16        1.00  ..........
                              ..........           3          14           4          65        6.50  ..........
                              ..........           4           4           0         130       32.50         214
                                       4           1          46          30           3        0.20  ..........
                              ..........           2          30          14          16        1.00  ..........

[[Page 471]]

 
                              ..........           3          14           4          95        9.50  ..........
                              ..........           4           4           0         130       32.50         244
                                       5           1          46          30           3        0.20  ..........
                              ..........           2          30          14          16        1.00  ..........
                              ..........           3          14           4         120       12.00  ..........
                              ..........           4           4           0         130       32.50         269
                                       6           1          46          30           3        0.20  ..........
                              ..........           2          30          14          16        1.00  ..........
                              ..........           3          14           4         125       12.50  ..........
                              ..........           4           4           0         130       32.50         274
                                       7           1          46          30           3        0.20  ..........
                              ..........           2          34          14          16        1.00  ..........
                              ..........           3          10           4         140       14.00  ..........
                              ..........           4           4           0         130       32.50         289
                                       8           1          46          30           3        0.20  ..........
                              ..........           2          30          14          16        1.00  ..........
                              ..........           3          14           4         150       15.00  ..........
                              ..........           4           4           0         130       32.50         299
                                  Over 8           1          46          30           3        0.20  ..........
                              ..........           2          30          14          25        1.56  ..........
                              ..........           3          14           4         160       16.00  ..........
                              ..........           4           4           0         130       32.50         318
48..........................       \1/2\           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4          12        1.00  ..........
                              ..........           4           4           0          20        5.00          51
                                       1           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4          35        2.92  ..........
                              ..........           4           4           0          35        8.75          89
                                  1\1/2\           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4          45        3.75  ..........
                              ..........           4           4           0          80       20.00         144
                                       2           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4          60        5.00  ..........
                              ..........           4           4           0         110       27.50         189
                                       3           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4          90        7.50  ..........
                              ..........           4           4           0         120       30.00         229
                                       4           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4         120       10.00  ..........
                              ..........           4           4           0         130       32.50         269
                                       5           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4         140       11.67  ..........
                              ..........           4           4           0         130       32.50         209
                                       6           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4         160       13.33  ..........
                              ..........           4           4           0         130       32.50         309
                                       7           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4         170       14.17  ..........
                              ..........           4           4           0         130       32.50  ..........
                                       8           1          48          32           3        0.20  ..........
                              ..........           2          32          16          16        1.00  ..........
                              ..........           3          16           4         170       14.17  ..........
                              ..........           4           4           0         130       32.50  ..........
50..........................       \1/2\           1          50          34           3        0.20  ..........
                              ..........           2          34          18          16        1.00  ..........
                              ..........           3          18           4          14        1.00  ..........
                              ..........           4           4           0          25        6.25          58

[[Page 472]]

 
                                       1           1          50          34           3        0.20  ..........
                              ..........           2          34          18          16        1.00  ..........
                              ..........           3          18           4          40        2.86  ..........
                              ..........           4           4           0          35        8.75          94
                                  1\1/2\           1          50          34           3        0.20  ..........
                              ..........           2          34          18          16        1.00  ..........
                              ..........           3          18           4          55        3.93  ..........
                              ..........           4           4           0          90       22.50         164
                                       2           1          50          34           3        0.20  ..........
                              ..........           2          34          18          16        1.00  ..........
                              ..........           3          18           4          70        5.00  ..........
                              ..........           4           4           0         120       30.00         209
                                       3           1          50          34           3        0.20  ..........
                              ..........           2          34          18          16        1.00  ..........
                              ..........           3          18           4         100        7.15  ..........
                              ..........           4           4           0         130       32.50         249
                                       4           1          50          34           3        0.20  ..........
                              ..........           2          34          18          16        1.00  ..........
                              ..........           3          18           4         130        8.58  ..........
                              ..........           4           4           0         130       32.50         279
                                       5           1          50          34           3        0.20  ..........
                              ..........           2          34          18          16        1.00  ..........
                              ..........           3          18           4         160       11.42  ..........
----------------------------------------------------------------------------------------------------------------


                                      Decompression Table No. 2--Continued
                     [Do not interpolate, use next higher value for conditions not computed]
----------------------------------------------------------------------------------------------------------------
                                                                    Decompression data
                                         -----------------------------------------------------------------------
  Working chamber pressure      Working                   Pressure reduc.                  Pressure
          p.s.i.g.              period                       p.s.i.g.           Time in     reduc.    Total time
                                 hours     Stage No. ------------------------    stage     rate Min/  decompress
                                                         From         To        minutes      pound      minutes
----------------------------------------------------------------------------------------------------------------
                              ..........           4           4           0         130       32.50         309
                                       6           1          50          34           3        0.20  ..........
                              ..........           2          34          18          16        1.00  ..........
                              ..........           3          18           4         180       12.85  ..........
                              ..........           4           4           0         130       32.50         329
----------------------------------------------------------------------------------------------------------------


[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6. 1979; as amended at 58 
FR 35311, June 30, 1993]



                          Subpart T_Demolition

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); secs. 4, 6, 8, Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of 
Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), or 9-83 (48 FR 
35736), as applicable.



Sec. 1926.850  Preparatory operations.

    (a) Prior to permitting employees to start demolition operations, an 
engineering survey shall be made, by a competent person, of the 
structure to determine the condition of the framing, floors, and walls, 
and possibility of unplanned collapse of any portion of the structure. 
Any adjacent structure where employees may be exposed shall also be 
similarly checked. The employer shall have in writing evidence that such 
a survey has been performed.
    (b) When employees are required to work within a structure to be 
demolished which has been damaged by fire, flood, explosion, or other 
cause, the walls or floor shall be shored or braced.
    (c) All electric, gas, water, steam, sewer, and other service lines 
shall be shut off, capped, or otherwise controlled, outside the building 
line before demolition work is started. In each

[[Page 473]]

case, any utility company which is involved shall be notified in 
advance.
    (d) If it is necessary to maintain any power, water or other 
utilities during demolition, such lines shall be temporarily relocated, 
as necessary, and protected.
    (e) It shall also be determined if any type of hazardous chemicals, 
gases, explosives, flammable materials, or similarly dangerous 
substances have been used in any pipes, tanks, or other equipment on the 
property. When the presence of any such substances is apparent or 
suspected, testing and purging shall be performed and the hazard 
eliminated before demolition is started.
    (f) Where a hazard exists from fragmentation of glass, such hazards 
shall be removed.
    (g) Where a hazard exists to employees falling through wall 
openings, the opening shall be protected to a height of approximately 42 
inches.
    (h) When debris is dropped through holes in the floor without the 
use of chutes, the area onto which the material is dropped shall be 
completely enclosed with barricades not less than 42 inches high and not 
less than 6 feet back from the projected edge of the opening above. 
Signs, warning of the hazard of falling materials, shall be posted at 
each level. Removal shall not be permitted in this lower area until 
debris handling ceases above.
    (i) All floor openings, not used as material drops, shall be covered 
over with material substantial enough to support the weight of any load 
which may be imposed. Such material shall be properly secured to prevent 
its accidental movement.
    (j) Except for the cutting of holes in floors for chutes, holes 
through which to drop materials, preparation of storage space, and 
similar necessary preparatory work, the demolition of exterior walls and 
floor construction shall begin at the top of the structure and proceed 
downward. Each story of exterior wall and floor construction shall be 
removed and dropped into the storage space before commencing the removal 
of exterior walls and floors in the story next below.
    (k) Employee entrances to multi-story structures being demolished 
shall be completely protected by sidewalk sheds or canopies, or both, 
providing protection from the face of the building for a minimum of 8 
feet. All such canopies shall be at least 2 feet wider than the building 
entrances or openings (1 foot wider on each side thereof), and shall be 
capable of sustaining a load of 150 pounds per square foot.



Sec. 1926.851  Stairs, passageways, and ladders.

    (a) Only those stairways, passageways, and ladders, designated as 
means of access to the structure of a building, shall be used. Other 
access ways shall be entirely closed at all times.
    (b) All stairs, passageways, ladders and incidental equipment 
thereto, which are covered by this section, shall be periodically 
inspected and maintained in a clean safe condition.
    (c) In a multistory building, when a stairwell is being used, it 
shall be properly illuminated by either natural or artificial means, and 
completely and substantially covered over at a point not less than two 
floors below the floor on which work is being performed, and access to 
the floor where the work is in progress shall be through a properly 
lighted, protected, and separate passageway.



Sec. 1926.852  Chutes.

    (a) No material shall be dropped to any point lying outside the 
exterior walls of the structure unless the area is effectively 
protected.
    (b) All materials chutes, or sections thereof, at an angle of more 
than 45[deg] from the horizontal, shall be entirely enclosed, except for 
openings equipped with closures at or about floor level for the 
insertion of materials. The openings shall not exceed 48 inches in 
height measured along the wall of the chute. At all stories below the 
top floor, such openings shall be kept closed when not in use.
    (c) A substantial gate shall be installed in each chute at or near 
the discharge end. A competent employee shall be assigned to control the 
operation of the gate, and the backing and loading of trucks.

[[Page 474]]

    (d) When operations are not in progress, the area surrounding the 
discharge end of a chute shall be securely closed off.
    (e) Any chute opening, into which workmen dump debris, shall be 
protected by a substantial guardrail approximately 42 inches above the 
floor or other surface on which the men stand to dump the material. Any 
space between the chute and the edge of openings in the floors through 
which it passes shall be solidly covered over.
    (f) Where the material is dumped from mechanical equipment or 
wheelbarrows, a securely attached toeboard or bumper, not less than 4 
inches thick and 6 inches high, shall be provided at each chute opening.
    (g) Chutes shall be designed and constructed of such strength as to 
eliminate failure due to impact of materials or debris loaded therein.



Sec. 1926.853  Removal of materials through floor openings.

    Any openings cut in a floor for the disposal of materials shall be 
no larger in size than 25 percent of the aggregate of the total floor 
area, unless the lateral supports of the removed flooring remain in 
place. Floors weakened or otherwise made unsafe by demolition operations 
shall be shored to carry safely the intended imposed load from 
demolition operations.



Sec. 1926.854  Removal of walls, masonry sections, and chimneys.

    (a) Masonry walls, or other sections of masonry, shall not be 
permitted to fall upon the floors of the building in such masses as to 
exceed the safe carrying capacities of the floors.
    (b) No wall section, which is more than one story in height, shall 
be permitted to stand alone without lateral bracing, unless such wall 
was originally designed and constructed to stand without such lateral 
support, and is in a condition safe enough to be self-supporting. All 
walls shall be left in a stable condition at the end of each shift.
    (c) Employees shall not be permitted to work on the top of a wall 
when weather conditions constitute a hazard.
    (d) Structural or load-supporting members on any floor shall not be 
cut or removed until all stories above such a floor have been demolished 
and removed. This provision shall not prohibit the cutting of floor 
beams for the disposal of materials or for the installation of 
equipment, provided that the requirements of Sec. Sec. 1926.853 and 
1926.855 are met.
    (e) Floor openings within 10 feet of any wall being demolished shall 
be planked solid, except when employees are kept out of the area below.
    (f) In buildings of ``skeleton-steel'' construction, the steel 
framing may be left in place during the demolition of masonry. Where 
this is done, all steel beams, girders, and similar structural supports 
shall be cleared of all loose material as the masonry demolition 
progresses downward.
    (g) Walkways or ladders shall be provided to enable employees to 
safely reach or leave any scaffold or wall.
    (h) Walls, which serve as retaining walls to support earth or 
adjoining structures, shall not be demolished until such earth has been 
properly braced or adjoining structures have been properly underpinned.
    (i) Walls, which are to serve as retaining walls against which 
debris will be piled, shall not be so used unless capable of safely 
supporting the imposed load.



Sec. 1926.855  Manual removal of floors.

    (a) Openings cut in a floor shall extend the full span of the arch 
between supports.
    (b) Before demolishing any floor arch, debris and other material 
shall be removed from such arch and other adjacent floor area. Planks 
not less than 2 inches by 10 inches in cross section, full size 
undressed, shall be provided for, and shall be used by employees to 
stand on while breaking down floor arches between beams. Such planks 
shall be so located as to provide a safe support for the workmen should 
the arch between the beams collapse. The open space between planks shall 
not exceed 16 inches.
    (c) Safe walkways, not less than 18 inches wide, formed of planks 
not less

[[Page 475]]

than 2 inches thick if wood, or of equivalent strength if metal, shall 
be provided and used by workmen when necessary to enable them to reach 
any point without walking upon exposed beams.
    (d) Stringers of ample strength shall be installed to support the 
flooring planks, and the ends of such stringers shall be supported by 
floor beams or girders, and not by floor arches alone.
    (e) Planks shall be laid together over solid bearings with the ends 
overlapping at least 1 foot.
    (f) When floor arches are being removed, employees shall not be 
allowed in the area directly underneath, and such an area shall be 
barricaded to prevent access to it.
    (g) Demolition of floor arches shall not be started until they, and 
the surrounding floor area for a distance of 20 feet, have been cleared 
of debris and any other unnecessary materials.



Sec. 1926.856  Removal of walls, floors, and material with equipment.

    (a) Mechanical equipment shall not be used on floors or working 
surfaces unless such floors or surfaces are of sufficient strength to 
support the imposed load.
    (b) Floor openings shall have curbs or stop-logs to prevent 
equipment from running over the edge.
    (c) Mechanical equipment used shall meet the requirements specified 
in subparts N and O of this part.



Sec. 1926.857  Storage.

    (a) The storage of waste material and debris on any floor shall not 
exceed the allowable floor loads.
    (b) In buildings having wooden floor construction, the flooring 
boards may be removed from not more than one floor above grade to 
provide storage space for debris, provided falling material is not 
permitted to endanger the stability of the structure.
    (c) When wood floor beams serve to brace interior walls or free-
standing exterior walls, such beams shall be left in place until other 
equivalent support can be installed to replace them.
    (d) Floor arches, to an elevation of not more than 25 feet above 
grade, may be removed to provide storage area for debris: Provided, That 
such removal does not endanger the stability of the structure.
    (e) Storage space into which material is dumped shall be blocked 
off, except for openings necessary for the removal of material. Such 
openings shall be kept closed at all times when material is not being 
removed.



Sec. 1926.858  Removal of steel construction.

    (a) When floor arches have been removed, planking in accordance with 
Sec. 1926.855(b) shall be provided for the workers engaged in razing 
the steel framing.
    (b) Cranes, derricks, and other hoisting equipment used shall meet 
the requirements specified in subpart N of this part.
    (c) Steel construction shall be dismantled column length by column 
length, and tier by tier (columns may be in two-story lengths).
    (d) Any structural member being dismembered shall not be 
overstressed.



Sec. 1926.859  Mechanical demolition.

    (a) No workers shall be permitted in any area, which can be 
adversely affected by demolition operations, when balling or clamming is 
being performed. Only those workers necessary for the performance of the 
operations shall be permitted in this area at any other time.
    (b) The weight of the demolition ball shall not exceed 50 percent of 
the crane's rated load, based on the length of the boom and the maximum 
angle of operation at which the demolition ball will be used, or it 
shall not exceed 25 percent of the nominal breaking strength of the line 
by which it is suspended, whichever results in a lesser value.
    (c) The crane boom and loadline shall be as short as possible.
    (d) The ball shall be attached to the loadline with a swivel-type 
connection to prevent twisting of the loadline, and shall be attached by 
positive means in such manner that the weight cannot become accidentally 
disconnected.
    (e) When pulling over walls or portions thereof, all steel members 
affected shall have been previously cut free.

[[Page 476]]

    (f) All roof cornices or other such ornamental stonework shall be 
removed prior to pulling walls over.
    (g) During demoliton, continuing inspections by a competent person 
shall be made as the work progresses to detect hazards resulting from 
weakened or deteriorated floors, or walls, or loosened material. No 
employee shall be permitted to work where such hazards exist until they 
are corrected by shoring, bracing, or other effective means.



Sec. 1926.860  Selective demolition by explosives.

    Selective demolition by explosives shall be conducted in accordance 
with the applicable sections of subpart U of this part.



              Subpart U_Blasting and the Use of Explosives

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(40 U.S.C. 333); secs. 4, 6, 8, Occupational Safety and Health Act of 
1970 (29 U.S.C. 653, 655, 657); Secretary of Labor's Order No. 12-71 (36 
FR 8754), 8-76 (41 FR 25059), 9-83 (48 FR 35736), or 6-96 (62 FR 111), 
as applicable; and 29 CFR part 1911.



Sec. 1926.900  General provisions.

    (a) The employer shall permit only authorized and qualified persons 
to handle and use explosives.
    (b) Smoking, firearms, matches, open flame lamps, and other fires, 
flame or heat producing devices and sparks shall be prohibited in or 
near explosive magazines or while explosives are being handled, 
transported or used.
    (c) No person shall be allowed to handle or use explosives while 
under the influence of intoxicating liquors, narcotics, or other 
dangerous drugs.
    (d) All explosives shall be accounted for at all times. Explosives 
not being used shall be kept in a locked magazine, unavailable to 
persons not authorized to handle them. The employer shall maintain an 
inventory and use record of all explosives. Appropriate authorities 
shall be notified of any loss, theft, or unauthorized entry into a 
magazine.
    (e) No explosives or blasting agents shall be abandoned.
    (f) No fire shall be fought where the fire is in imminent danger of 
contact with explosives. All employees shall be removed to a safe area 
and the fire area guarded against intruders.
    (g) Original containers, or Class II magazines, shall be used for 
taking detonators and other explosives from storage magazines to the 
blasting area.
    (h) When blasting is done in congested areas or in proximity to a 
structure, railway, or highway, or any other installation that may be 
damaged, the blaster shall take special precautions in the loading, 
delaying, initiation, and confinement of each blast with mats or other 
methods so as to control the throw of fragments, and thus prevent bodily 
injury to employees.
    (i) Employees authorized to prepare explosive charges or conduct 
blasting operations shall use every reasonable precaution including, but 
not limited to, visual and audible warning signals, flags, or 
barricades, to ensure employee safety.
    (j) Insofar as possible, blasting operations above ground shall be 
conducted between sunup and sundown.
    (k) Due precautions shall be taken to prevent accidental discharge 
of electric blasting caps from current induced by radar, radio 
transmitters, lightning, adjacent powerlines, dust storms, or other 
sources of extraneous electricity. These precautions shall include:
    (1) Detonators shall be short-circuited in holes which have been 
primed and shunted until wired into the blasting circuit.
    (2) The suspension of all blasting operations and removal of persons 
from the blasting area during the approach and progress of an electric 
storm;
    (3) (i) The prominent display of adequate signs, warning against the 
use of mobile radio transmitters, on all roads within 1,000 feet of 
blasting operations. Whenever adherence to the 1,000-foot distance would 
create an operational handicap, a competent person shall be consulted to 
evaluate the particular situation, and alternative provisions may be 
made which are adequately designed to prevent any premature firing of 
electric blasting caps. A description of any such alternatives shall be 
reduced to writing and shall be certified

[[Page 477]]

as meeting the purposes of this subdivision by the competent person 
consulted. The description shall be maintained at the construction site 
during the duration of the work, and shall be available for inspection 
by representatives of the Secretary of Labor.
    (ii) Specimens of signs which would meet the requirements of 
paragraph (k)(3) of this section are the following:
[GRAPHIC] [TIFF OMITTED] TC30OC91.049

    (4) Ensuring that mobile radio transmitters which are less than 100 
feet away from electric blasting caps, in other than original 
containers, shall be deenergized and effectively locked;
    (5) Compliance with the recommendations of The Institute of the 
Makers of Explosives with regard to blasting in the vicinity of radio 
transmitters as stipulated in Radio Frequency Energy--A Potential Hazard 
in the Use of Electric Blasting Caps, IME Publication No. 20, March 
1971.
    (l) Empty boxes and paper and fiber packing materials, which have 
previously contained high explosives, shall not be used again for any 
purpose, but shall be destroyed by burning at an approved location.
    (m) Explosives, blasting agents, and blasting supplies that are 
obviously deteriorated or damaged shall not be used.
    (n) Delivery and issue of explosives shall only be made by and to 
authorized persons and into authorized magazines or approved temporary 
storage or handling areas.
    (o) Blasting operations in the proximity of overhead power lines, 
communication lines, utility services, or other services and structures 
shall not be carried on until the operators and/or owners have been 
notified and measures for safe control have been taken.
    (p) The use of black powder shall be prohibited.
    (q) All loading and firing shall be directed and supervised by 
competent persons thoroughly experienced in this field.
    (r) All blasts shall be fired electrically with an electric blasting 
machine or properly designed electric power source, except as provided 
in Sec. 1926.906 (a) and (r).
    (s) Buildings used for the mixing of blasting agents shall conform 
to the requirements of this section.
    (1) Buildings shall be of noncombustible construction or sheet metal 
on wood studs.
    (2) Floors in a mixing plant shall be of concrete or of other 
nonabsorbent materials.
    (3) All fuel oil storage facilities shall be separated from the 
mixing plant and located in such a manner that in case of tank rupture, 
the oil will drain away from the mixing plant building.
    (4) The building shall be well ventilated.
    (5) Heating units which do not depend on combustion processes, when 
properly designed and located, may be used in the building. All direct 
sources of heat shall be provided exclusively from units located outside 
the mixing building.
    (6) All internal-combustion engines used for electric power 
generation shall be located outside the mixing plant building, or shall 
be properly ventilated and isolated by a firewall. The exhaust systems 
on all such engines shall be located so any spark emission cannot be a 
hazard to any materials in or adjacent to the plant.
    (t) Buildings used for the mixing of water gels shall conform to the 
requirements of this subdivision.
    (1) Buildings shall be of noncombustible construction or sheet metal 
on wood studs.
    (2) Floors in a mixing plant shall be of concrete or of other 
nonabsorbent materials.
    (3) Where fuel oil is used all fuel oil storage facilities shall be 
separated from the mixing plant and located in such a manner that in 
case of tank rupture, the oil will drain away from the mixing plant 
building.
    (4) The building shall be well ventilated.

[[Page 478]]

    (5) Heating units that do not depend on combustion processes, when 
properly designed and located, may be used in the building. All direct 
sources of heat shall be provided exclusively from units located outside 
of the mixing building.
    (6) All internal-combustion engines used for electric power 
generation shall be located outside the mixing plant building, or shall 
be properly ventilated and isolated by a firewall. The exhaust systems 
on all such engines shall be located so any spark emission cannot be a 
hazard to any materials in or adjacent to the plant.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35183, June 30, 1993]



Sec. 1926.901  Blaster qualifications.

    (a) A blaster shall be able to understand and give written and oral 
orders.
    (b) A blaster shall be in good physical condition and not be 
addicted to narcotics, intoxicants, or similar types of drugs.
    (c) A blaster shall be qualified, by reason of training, knowledge, 
or experience, in the field of transporting, storing, handling, and use 
of explosives, and have a working knowledge of State and local laws and 
regulations which pertain to explosives.
    (d) Blasters shall be required to furnish satisfactory evidence of 
competency in handling explosives and performing in a safe manner the 
type of blasting that will be required.
    (e) The blaster shall be knowledgeable and competent in the use of 
each type of blasting method used.



Sec. 1926.902  Surface transportation of explosives.

    (a) Transportation of explosives shall meet the provisions of 
Department of Transportation regulations contained in 46 CFR parts 146-
149, Water Carriers; 49 CFR parts 171-179, Highways and Railways; 49 CFR 
part 195, Pipelines; and 49 CFR parts 390-397, Motor Carriers.
    (b) Motor vehicles or conveyances transporting explosives shall only 
be driven by, and be in the charge of, a licensed driver who is 
physically fit. He shall be familiar with the local, State, and Federal 
regulation governing the transportation of explosives.
    (c) No person shall smoke, or carry matches or any other flame-
producing device, nor shall firearms or loaded cartridges be carried 
while in or near a motor vehicle or conveyance transporting explosives.
    (d) Explosives, blasting agents, and blasting supplies shall not be 
transported with other materials or cargoes. Blasting caps (including 
electric) shall not be transported in the same vehicle with other 
explosives.
    (e) Vehicles used for transporting explosives shall be strong enough 
to carry the load without difficulty, and shall be in good mechanical 
condition.
    (f) When explosives are transported by a vehicle with an open body, 
a Class II magazine or original manufacturer's container shall be 
securely mounted on the bed to contain the cargo.
    (g) All vehicles used for the transportation of explosives shall 
have tight floors and any exposed spark-producing metal on the inside of 
the body shall be covered with wood, or other nonsparking material, to 
prevent contact with containers of explosives.
    (h) Every motor vehicle or conveyance used for transporting 
explosives shall be marked or placarded on both sides, the front, and 
the rear with the word ``Explosives'' in red letters, not less than 4 
inches in height, on white background. In addition to such marking or 
placarding, the motor vehicle or conveyance may display, in such a 
manner that it will be readily visible from all directions, a red flag 
18 inches by 30 inches, with the word ``Explosives'' painted, stamped, 
or sewed thereon, in white letters, at least 6 inches in height.
    (i) Each vehicle used for transportation of explosives shall be 
equipped with a fully charged fire extinguisher, in good condition. An 
Underwriters Laboratory-approved extinguisher of not less than 10-ABC 
rating will meet the minimum requirement. The driver shall be trained in 
the use of the extinguisher on his vehicle.
    (j) Motor vehicles or conveyances carrying explosives, blasting 
agents, or blasting supplies, shall not be taken inside a garage or shop 
for repairs or servicing.

[[Page 479]]

    (k) No motor vehicle transporting explosives shall be left 
unattended.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35311, June 30, 1993]



Sec. 1926.903  Underground transportation of explosives.

    (a) All explosives or blasting agents in transit underground shall 
be taken to the place of use or storage without delay.
    (b) The quantity of explosives or blasting agents taken to an 
underground loading area shall not exceed the amount estimated to be 
necessary for the blast.
    (c) Explosives in transit shall not be left unattended.
    (d) The hoist operator shall be notified before explosives or 
blasting agents are transported in a shaft conveyance.
    (e) Trucks used for the transportation of explosives underground 
shall have the electrical system checked weekly to detect any failures 
which may constitute an electrical hazard. A certification record which 
includes the date of the inspection; the signature of the person who 
performed the inspection; and a serial number, or other identifier, of 
the truck inspected shall be prepared and the most recent certification 
record shall be maintained on file.
    (f) The installation of auxiliary lights on truck beds, which are 
powered by the truck's electrical system, shall be prohibited.
    (g) Explosives and blasting agents shall be hoisted, lowered, or 
conveyed in a powder car. No other materials, supplies, or equipment 
shall be transported in the same conveyance at the same time.
    (h) No one, except the operator, his helper, and the powderman, 
shall be permitted to ride on a conveyance transporting explosives and 
blasting agents.
    (i) No person shall ride in any shaft conveyance transporting 
explosives and blasting agents.
    (j) No explosives or blasting agents shall be transported on any 
locomotive. At least two car lengths shall separate the locomotive from 
the powder car.
    (k) No explosives or blasting agents shall be transported on a man 
haul trip.
    (l) The car or conveyance containing explosives or blasting agents 
shall be pulled, not pushed, whenever possible.
    (m) The powder car or conveyance especially built for the purpose of 
transporting explosives or blasting agents shall bear a reflectorized 
sign on each side with the word ``Explosives'' in letters, not less than 
4 inches in height; upon a background of sharply contrasting color.
    (n) Compartments for transporting detonators and explosives in the 
same car or conveyance shall be physically separated by a distance of 24 
inches or by a solid partition at least 6 inches thick.
    (o) Detonators and other explosives shall not be transported at the 
same time in any shaft conveyance.
    (p) Explosives, blasting agents, or blasting supplies shall not be 
transported with other materials.
    (q) Explosives or blasting agents, not in original containers, shall 
be placed in a suitable container when transported manually.
    (r) Detonators, primers, and other explosives shall be carried in 
separate containers when transported manually.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 52 
FR 36382, Sept. 28, 1987]



Sec. 1926.904  Storage of explosives and blasting agents.

    (a) Explosives and related materials shall be stored in approved 
facilities required under the applicable provisions of the Bureau of 
Alcohol, Tobacco and Firearms regulations contained in 27 CFR part 55, 
Commerce in Explosives.
    (b) Blasting caps, electric blasting caps, detonating primers, and 
primed cartridges shall not be stored in the same magazine with other 
explosives or blasting agents.
    (c) Smoking and open flames shall not be permitted within 50 feet of 
explosives and detonator storage magazine.
    (d) No explosives or blasting agents shall be permanently stored in 
any underground operation until the operation has been developed to the 
point

[[Page 480]]

where at least two modes of exit have been provided.
    (e) Permanent underground storage magazines shall be at least 300 
feet from any shaft, adit, or active underground working area.
    (f) Permanent underground magazines containing detonators shall not 
be located closer than 50 feet to any magazine containing other 
explosives or blasting agents.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35311, June 30, 1993]



Sec. 1926.905  Loading of explosives or blasting agents.

    (a) Procedures that permit safe and efficient loading shall be 
established before loading is started.
    (b) All drill holes shall be sufficiently large to admit freely the 
insertion of the cartridges of explosives.
    (c) Tamping shall be done only with wood rods or plastic tamping 
poles without exposed metal parts, but nonsparking metal connectors may 
be used for jointed poles. Violent tamping shall be avoided. The primer 
shall never be tamped.
    (d) No holes shall be loaded except those to be fired in the next 
round of blasting. After loading, all remaining explosives and 
detonators shall be immediately returned to an authorized magazine.
    (e) Drilling shall not be started until all remaining butts of old 
holes are examined for unexploded charges, and if any are found, they 
shall be refired before work proceeds.
    (f) No person shall be allowed to deepen drill holes which have 
contained explosives or blasting agents.
    (g) No explosives or blasting agents shall be left unattended at the 
blast site.
    (h) Machines and all tools not used for loading explosives into bore 
holes shall be removed from the immediate location of holes before 
explosives are delivered. Equipment shall not be operated within 50 feet 
of loaded holes.
    (i) No activity of any nature other than that which is required for 
loading holes with explosives shall be permitted in a blast area.
    (j) Powerlines and portable electric cables for equipment being used 
shall be kept a safe distance from explosives or blasting agents being 
loaded into drill holes. Cables in the proximity of the blast area shall 
be deenergized and locked out by the blaster.
    (k) Holes shall be checked prior to loading to determine depth and 
conditions. Where a hole has been loaded with explosives but the 
explosives have failed to detonate, there shall be no drilling within 50 
feet of the hole.
    (l) When loading a long line of holes with more than one loading 
crew, the crews shall be separated by practical distance consistent with 
efficient operation and supervision of crews.
    (m) No explosive shall be loaded or used underground in the presence 
of combustible gases or combustible dusts.
    (n) No explosives other than those in Fume Class 1, as set forth by 
the Institute of Makers of Explosives, shall be used; however, 
explosives complying with the requirements of Fume Class 2 and Fume 
Class 3 may be used if adequate ventilation has been provided.
    (o) All blast holes in open work shall be stemmed to the collar or 
to a point which will confine the charge.
    (p) Warning signs, indicating a blast area, shall be maintained at 
all approaches to the blast area. The warning sign lettering shall not 
be less than 4 inches in height on a contrasting background.
    (q) A bore hole shall never be sprung when it is adjacent to or near 
a hole that is loaded. Flashlight batteries shall not be used for 
springing holes.
    (r) Drill holes which have been sprung or chambered, and which are 
not water-filled, shall be allowed to cool before explosives are loaded.
    (s) No loaded holes shall be left unattended or unprotected.
    (t) The blaster shall keep an accurate, up-to-date record of 
explosives, blasting agents, and blasting supplies used in a blast and 
shall keep an accurate running inventory of all explosives and blasting 
agents stored on the operation.
    (u) When loading blasting agents pneumatically over electric 
blasting caps, semiconductive delivery hose shall be used and the 
equipment shall be bonded and grounded.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35184, June 30, 1993]

[[Page 481]]



Sec. 1926.906  Initiation of explosive charges--electric blasting.

    (a) Electric blasting caps shall not be used where sources of 
extraneous electricity make the use of electric blasting caps dangerous. 
Blasting cap leg wires shall be kept short-circuited (shunted) until 
they are connected into the circuit for firing.
    (b) Before adopting any system of electrical firing, the blaster 
shall conduct a thorough survey for extraneous currents, and all 
dangerous currents shall be eliminated before any holes are loaded.
    (c) In any single blast using electric blasting caps, all caps shall 
be of the same style or function, and of the same manufacture.
    (d) Electric blasting shall be carried out by using blasting 
circuits or power circuits in accordance with the electric blasting cap 
manufacturer's recommendations, or an approved contractor or his 
designated representative.
    (e) When firing a circuit of electric blasting caps, care must be 
exercised to ensure that an adequate quantity of delivered current is 
available, in accordance with the manufacturer's recommendations.
    (f) Connecting wires and lead wires shall be insulated single solid 
wires of sufficient current-carrying capacity.
    (g) Bus wires shall be solid single wires of sufficient current-
carrying capacity.
    (h) When firing electrically, the insulation on all firing lines 
shall be adequate and in good condition.
    (i) A power circuit used for firing electric blasting caps shall not 
be grounded.
    (j) In underground operations when firing from a power circuit, a 
safety switch shall be placed in the permanent firing line at intervals. 
This switch shall be made so it can be locked only in the ``Off'' 
position and shall be provided with a short-circuiting arrangement of 
the firing lines to the cap circuit.
    (k) In underground operations there shall be a ``lightning'' gap of 
at least 5 feet in the firing system ahead of the main firing switch; 
that is, between this switch and the source of power. This gap shall be 
bridged by a flexible jumper cord just before firing the blast.
    (l) When firing from a power circuit, the firing switch shall be 
locked in the open or ``Off'' position at all times, except when firing. 
It shall be so designed that the firing lines to the cap circuit are 
automatically short-circuited when the switch is in the ``Off'' 
position. Keys to this switch shall be entrusted only to the blaster.
    (m) Blasting machines shall be in good condition and the efficiency 
of the machine shall be tested periodically to make certain that it can 
deliver power at its rated capacity.
    (n) When firing with blasting machines, the connections shall be 
made as recommended by the manufacturer of the electric blasting caps 
used.
    (o) The number of electric blasting caps connected to a blasting 
machine shall not be in excess of its rated capacity. Furthermore, in 
primary blasting, a series circuit shall contain no more caps than the 
limits recommended by the manufacturer of the electric blasting caps in 
use.
    (p) The blaster shall be in charge of the blasting machines, and no 
other person shall connect the leading wires to the machine.
    (q) Blasters, when testing circuits to charged holes, shall use only 
blasting galvanometers or other instruments that are specifically 
designed for this purpose.
    (r) Whenever the possibility exists that a leading line or blasting 
wire might be thrown over a live powerline by the force of an explosion, 
care shall be taken to see that the total length of wires are kept too 
short to hit the lines, or that the wires are securely anchored to the 
ground. If neither of these requirements can be satisfied, a nonelectric 
system shall be used.
    (s) In electrical firing, only the man making leading wire 
connections shall fire the shot. All connections shall be made from the 
bore hole back to the source of firing current, and the leading wires 
shall remain shorted and not be connected to the blasting machine or 
other source of current until the charge is to be fired.
    (t) After firing an electric blast from a blasting machine, the 
leading wires

[[Page 482]]

shall be immediately disconnected from the machine and short-circuited.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 63 
FR 33469, June 18, 1998]



Sec. 1926.907  Use of safety fuse.

    (a) Safety fuse shall only be used where sources of extraneous 
electricity make the use of electric blasting caps dangerous. The use of 
a fuse that has been hammered or injured in any way shall be forbidden.
    (b) The hanging of a fuse on nails or other projections which will 
cause a sharp bend to be formed in the fuse is prohibited.
    (c) Before capping safety fuse, a short length shall be cut from the 
end of the supply reel so as to assure a fresh cut end in each blasting 
cap.
    (d) Only a cap crimper of approved design shall be used for 
attaching blasting caps to safety fuse. Crimpers shall be kept in good 
repair and accessible for use.
    (e) No unused cap or short capped fuse shall be placed in any hole 
to be blasted; such unused detonators shall be removed from the working 
place and destroyed.
    (f) No fuse shall be capped, or primers made up, in any magazine or 
near any possible source of ignition.
    (g) No one shall be permitted to carry detonators or primers of any 
kind on his person.
    (h) The minimum length of safety fuse to be used in blasting shall 
be as required by State law, but shall not be less than 30 inches.
    (i) At least two men shall be present when multiple cap and fuse 
blasting is done by hand lighting methods.
    (j) Not more than 12 fuses shall be lighted by each blaster when 
hand lighting devices are used. However, when two or more safety fuses 
in a group are lighted as one by means of igniter cord, or other similar 
fuse-lighting devices, they may be considered as one fuse.
    (k) The so-called ``drop fuse'' method of dropping or pushing a 
primer or any explosive with a lighted fuse attached is forbidden.
    (l) Cap and fuse shall not be used for firing mudcap charges unless 
charges are separated sufficiently to prevent one charge from dislodging 
other shots in the blast.
    (m) When blasting with safety fuses, consideration shall be given to 
the length and burning rate of the fuse. Sufficient time, with a margin 
of safety, shall always be provided for the blaster to reach a place of 
safety.



Sec. 1926.908  Use of detonating cord.

    (a) Care shall be taken to select a detonating cord consistent with 
the type and physical condition of the bore hole and stemming and the 
type of explosives used.
    (b) Detonating cord shall be handled and used with the same respect 
and care given other explosives.
    (c) The line of detonating cord extending out of a bore hole or from 
a charge shall be cut from the supply spool before loading the remainder 
of the bore hole or placing additional charges.
    (d) Detonating cord shall be handled and used with care to avoid 
damaging or severing the cord during and after loading and hooking-up.
    (e) Detonating cord connections shall be competent and positive in 
accordance with approved and recommended methods. Knot-type or other 
cord-to-cord connections shall be made only with detonating cord in 
which the explosive core is dry.
    (f) All detonating cord trunklines and branchlines shall be free of 
loops, sharp kinks, or angles that direct the cord back toward the 
oncoming line of detonation.
    (g) All detonating cord connections shall be inspected before firing 
the blast.
    (h) When detonating cord millisecond-delay connectors or short-
interval-delay electric blasting caps are used with detonating cord, the 
practice shall conform strictly to the manufacturer's recommendations.
    (i) When connecting a blasting cap or an electric blasting cap to 
detonating cord, the cap shall be taped or otherwise attached securely 
along the side or the end of the detonating cord, with the end of the 
cap containing the explosive charge pointed in the direction in which 
the detonation is to proceed.
    (j) Detonators for firing the trunkline shall not be brought to the 
loading

[[Page 483]]

area nor attached to the detonating cord until everything else is in 
readiness for the blast.



Sec. 1926.909  Firing the blast.

    (a) A code of blasting signals equivalent to Table U-1, shall be 
posted on one or more conspicuous places at the operation, and all 
employees shall be required to familiarize themselves with the code and 
conform to it. Danger signs shall be placed at suitable locations.
    (b) Before a blast is fired, a loud warning signal shall be given by 
the blaster in charge, who has made certain that all surplus explosives 
are in a safe place and all employees, vehicles, and equipment are at a 
safe distance, or under sufficient cover.
    (c) Flagmen shall be safely stationed on highways which pass through 
the danger zone so as to stop traffic during blasting operations.
    (d) It shall be the duty of the blaster to fix the time of blasting.
    (e) Before firing an underground blast, warning shall be given, and 
all possible entries into the blasting area, and any entrances to any 
working place where a drift, raise, or other opening is about to hole 
through, shall be carefully guarded. The blaster shall make sure that 
all employees are out of the blast area before firing a blast.

                                Table U-1

Warning Signal--A 1-minute series of long blasts 5 minutes prior to 
blast signal.
Blast Signal--A series of short blasts 1 minute prior to the shot.
All Clear Signal--A prolonged blast following the inspection of blast 
area.



Sec. 1926.910  Inspection after blasting.

    (a) Immediately after the blast has been fired, the firing line 
shall be disconnected from the blasting machine, or where power switches 
are used, they shall be locked open or in the off position.
    (b) Sufficient time shall be allowed, not less than 15 minutes in 
tunnels, for the smoke and fumes to leave the blasted area before 
returning to the shot. An inspection of the area and the surrounding 
rubble shall be made by the blaster to determine if all charges have 
been exploded before employees are allowed to return to the operation, 
and in tunnels, after the muck pile has been wetted down.



Sec. 1926.911  Misfires.

    (a) If a misfire is found, the blaster shall provide proper 
safeguards for excluding all employees from the danger zone.
    (b) No other work shall be done except that necessary to remove the 
hazard of the misfire and only those employees necessary to do the work 
shall remain in the danger zone.
    (c) No attempt shall be made to extract explosives from any charged 
or misfired hole; a new primer shall be put in and the hole reblasted. 
If refiring of the misfired hole presents a hazard, the explosives may 
be removed by washing out with water or, where the misfire is under 
water, blown out with air.
    (d) If there are any misfires while using cap and fuse, all 
employees shall remain away from the charge for at least 1 hour. 
Misfires shall be handled under the direction of the person in charge of 
the blasting. All wires shall be carefully traced and a search made for 
unexploded charges.
    (e) No drilling, digging, or picking shall be permitted until all 
missed holes have been detonated or the authorized representative has 
approved that work can proceed.



Sec. 1926.912  Underwater blasting.

    (a) A blaster shall conduct all blasting operations, and no shot 
shall be fired without his approval.
    (b) Loading tubes and casings of dissimilar metals shall not be used 
because of possible electric transient currents from galvanic action of 
the metals and water.
    (c) Only water-resistant blasting caps and detonating cords shall be 
used for all marine blasting. Loading shall be done through a 
nonsparking metal loading tube when tube is necessary.
    (d) No blast shall be fired while any vessel under way is closer 
than 1,500 feet to the blasting area. Those on board vessels or craft 
moored or anchored within 1,500 feet shall be notified before a blast is 
fired.
    (e) No blast shall be fired while any swimming or diving operations 
are in progress in the vicinity of the blasting

[[Page 484]]

area. If such operations are in progress, signals and arrangements shall 
be agreed upon to assure that no blast shall be fired while any person 
is in the water.
    (f) Blasting flags shall be displayed.
    (g) The storage and handling of explosives aboard vessels used in 
underwater blasting operations shall be according to provisions outlined 
herein on handling and storing explosives.
    (h) When more than one charge is placed under water, a float device 
shall be attached to an element of each charge in such manner that it 
will be released by the firing. Misfires shall be handled in accordance 
with the requirements of Sec. 1926.911.



Sec. 1926.913  Blasting in excavation work under compressed air.

    (a) Detonators and explosives shall not be stored or kept in 
tunnels, shafts, or caissons. Detonators and explosives for each round 
shall be taken directly from the magazines to the blasting zone and 
immediately loaded. Detonators and explosives left over after loading a 
round shall be removed from the working chamber before the connecting 
wires are connected up.
    (b) When detonators or explosives are brought into an air lock, no 
employee except the powderman, blaster, lock tender and the employees 
necessary for carrying, shall be permitted to enter the air lock. No 
other material, supplies, or equipment shall be locked through with the 
explosives.
    (c) Detonators and explosives shall be taken separately into 
pressure working chambers.
    (d) The blaster or powderman shall be responsible for the receipt, 
unloading, storage, and on-site transportation of explosives and 
detonators.
    (e) All metal pipes, rails, air locks, and steel tunnel lining shall 
be electrically bonded together and grounded at or near the portal or 
shaft, and such pipes and rails shall be cross-bonded together at not 
less than 1,000-foot intervals throughout the length of the tunnel. In 
addition, each low air supply pipe shall be grounded at its delivery 
end.
    (f) The explosives suitable for use in wet holes shall be water-
resistant and shall be Fume Class 1.
    (g) When tunnel excavation in rock face is approaching mixed face, 
and when tunnel excavation is in mixed face, blasting shall be performed 
with light charges and with light burden on each hole. Advance drilling 
shall be performed as tunnel excavation in rock face approaches mixed 
face, to determine the general nature and extent of rock cover and the 
remaining distance ahead to soft ground as excavation advances.



Sec. 1926.914  Definitions applicable to this subpart.

    (a) American Table of Distances (also known as Quantity Distance 
Tables) means American Table of Distances for Storage of Explosives as 
revised and approved by the Institute of the Makers of Explosives, June 
5, 1964.
    (b) Approved storage facility--A facility for the storage of 
explosive materials conforming to the requirements of this part and 
covered by a license or permit issued under authority of the Bureau of 
Alcohol, Tobacco and Firearms. (See 27 CFR Part 55)
    (c) Blast area--The area in which explosives loading and blasting 
operations are being conducted.
    (d) Blaster--The person or persons authorized to use explosives for 
blasting purposes and meeting the qualifications contained in Sec. 
1926.901.
    (e) Blasting agent--A blasting agent is any material or mixture 
consisting of a fuel and oxidizer used for blasting, but not classified 
an explosive and in which none of the ingredients is classified as an 
explosive provided the furnished (mixed) product cannot be detonated 
with a No. 8 test blasting cap when confined. A common blasting agent 
presently in use is a mixture of ammonium nitrate (NH4 
NO3) and carbonaceous combustibles, such as fuel oil or coal, 
and may either be procured, premixed and packaged from explosives 
companies or mixed in the field.
    (f) Blasting cap--A metallic tube closed at one end, containing a 
charge of one or more detonating compounds, and designed for and capable 
of detonation from the sparks or flame from a safety fuse inserted and 
crimped into the open end.

[[Page 485]]

    (g) Block holing--The breaking of boulders by firing a charge of 
explosives that has been loaded in a drill hole.
    (h) Conveyance--Any unit for transporting explosives or blasting 
agents, including but not limited to trucks, trailers, rail cars, 
barges, and vessels.
    (i) Detonating cord--A flexible cord containing a center core of 
high explosives which when detonated, will have sufficient strength to 
detonate other cap-sensitive explosives with which it is in contact.
    (j) Detonator--Blasting caps, electric blasting caps, delay electric 
blasting caps, and nonelectric delay blasting caps.
    (k) Electric blasting cap--A blasting cap designed for and capable 
of detonation by means of an electric current.
    (l) Electric blasting circuitry--
    (1) Bus wire. An expendable wire, used in parallel or series, in 
parallel circuits, to which are connected the leg wires of electric 
blasting caps.
    (2) Connecting wire. An insulated expendable wire used between 
electric blasting caps and the leading wires or between the bus wire and 
the leading wires.
    (3) Leading wire. An insulated wire used between the electric power 
source and the electric blasting cap circuit.
    (4) Permanent blasting wire. A permanently mounted insulated wire 
used between the electric power source and the electric blasting cap 
circuit.
    (m) Electric delay blasting caps--Caps designed to detonate at a 
predetermined period of time after energy is applied to the ignition 
system.
    (n) Explosives--(1) Any chemical compound, mixture, or device, the 
primary or common purpose of which is to function by explosion; that is, 
with substantially instantaneous release of gas and heat, unless such 
compound, mixture or device is otherwise specifically classified by the 
U.S. Department of Transportation.
    (2) All material which is classified as Class A, Class B, and Class 
C Explosives by the U.S. Department of Transportation.
    (3) Classification of explosives by the U.S. Department of 
Transportation is as follows:

    Class A Explosives. Possessing detonating hazard, such as dynamite, 
nitroglycerin, picric acid, lead azide, fulminate of mercury, black 
powder, blasting caps, and detonating primers.
    Class B Explosives. Possessing flammable hazard, such as propellant 
explosives, including some smokeless propellants.
    Class C Explosives. Include certain types of manufactured articles 
which contain Class A or Class B explosives, or both, as components, but 
in restricted quantities.

    (o) Fuse lighters--Special devices for the purpose of igniting 
safety fuse.
    (p) Magazine--Any building or structure, other than an explosives 
manufacturing building, used for the storage of explosives.
    (q) Misfire--An explosive charge which failed to detonate.
    (r) Mud-capping (sometimes known as bulldozing, adobe blasting, or 
dobying). The blasting of boulders by placing a quantity of explosives 
against a rock, boulder, or other object without confining the 
explosives in a drill hole.
    (s) Nonelectric delay blasting cap--A blasting cap with an integral 
delay element in conjunction with and capable of being detonated by a 
detonation impulse or signal from miniaturized detonating cord.
    (t) Primary blasting--The blasting operation by which the original 
rock formation is dislodged from its natural location.
    (u) Primer--A cartridge or container of explosives into which a 
detonator or detonating cord is inserted or attached.
    (v) Safety fuse--A flexible cord containing an internal burning 
medium by which fire is conveyed at a continuous and uniform rate for 
the purpose of firing blasting caps.
    (w) Secondary blasting--The reduction of oversize material by the 
use of explosives to the dimension required for handling, including 
mudcapping and blockholing.
    (x) Stemming--A suitable inert incombustible material or device used 
to confine or separate explosives in a drill hole, or to cover 
explosives in mud-capping.
    (y) Springing--The creation of a pocket in the bottom of a drill 
hole by the use of a moderate quantity of explosives in order that 
larger quantities or explosives may be inserted therein.

[[Page 486]]

    (z) Water gels, or slurry explosives--A wide variety of materials 
used for blasting. They all contain substantial proportions of water and 
high proportions of ammonium nitrate, some of which is in solution in 
the water. Two broad classes of water gels are: (1) Those which are 
sensitized by a material classed as an explosive, such as TNT or 
smokeless powder, and (2) those which contain no ingredient classified 
as an explosive; these are sensitized with metals such as aluminum or 
with other fuels. Water gels may be premixed at an explosives plant or 
mixed at the site immediately before delivery into the bore hole.
    (aa) Semiconductive hose. Semiconductive hose--a hose with an 
electrical resistance high enough to limit flow of stray electric 
currents to safe levels, yet not so high as to prevent drainage of 
static electric charges to ground; hose of not more than 2 megohms 
resistance over its entire length and of not less than 5,000 ohms per 
foot meets the requirement.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 58 
FR 35184 and 35311, June 30, 1993]



              Subpart V_Power Transmission and Distribution

    Authority: Sec. 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); Secs. 4, 6, 8, Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of 
Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), 9-83 (48 FR 
35736), or 1-90 (55 FR 9033), as applicable. Section 1926.951 also 
issued under 29 CFR Part 1911.



Sec. 1926.950  General requirements.

    (a) Application. The occupational safety and health standards 
contained in this subpart V shall apply to the construction of electric 
transmission and distribution lines and equipment.
    (1) As used in this subpart V the term ``construction'' includes the 
erection of new electric transmission and distribution lines and 
equipment, and the alteration, conversion, and improvement of existing 
electric transmission and distribution lines and equipment.
    (2) Existing electric transmission and distribution lines and 
electrical equipment need not be modified to conform to the requirements 
of applicable standards in this subpart V, until such work as described 
in paragraph (a)(1) of this section is to be performed on such lines or 
equipment.
    (3) The standards set forth in this subpart V provide minimum 
requirements for safety and health. Employers may require adherence to 
additional standards which are not in conflict with the standards 
contained in this subpart V.
    (b) Initial inspections, tests, or determinations. (1) Existing 
conditions shall be determined before starting work, by an inspection or 
a test. Such conditions shall include, but not be limited to, energized 
lines and equipment, conditions of poles, and the location of circuits 
and equipment, including power and communication lines, CATV and fire 
alarm circuits.
    (2) Electric equipment and lines shall be considered energized until 
determined to be deenergized by tests or other appropriate methods or 
means.
    (3) Operating voltage of equipment and lines shall be determined 
before working on or near energized parts.
    (c) Clearances. The provisions of paragraph (c) (1) or (2) of this 
section shall be observed.
    (1) No employee shall be permitted to approach or take any 
conductive object without an approved insulating handle closer to 
exposed energized parts than shown in Table V-1, unless:
    (i) The employee is insulated or guarded from the energized part 
(gloves or gloves with sleeves rated for the voltage involved shall be 
considered insulation of the employee from the energized part), or
    (ii) The energized part is insulated or guarded from him and any 
other conductive object at a different potential, or
    (iii) The employee is isolated, insulated, or guarded from any other 
conductive object(s), as during live-line bare-hand work.
    (2) (i) The minimum working distance and minimum clear hot stick 
distances stated in Table V-1 shall not be violated. The minimum clear 
hot stick distance is that for the use of live-line tools held by 
linemen when performing live-line work.

[[Page 487]]

    (ii) Conductor support tools, such as link sticks, strain carriers, 
and insulator cradles, may be used: Provided, That the clear insulation 
is at least as long as the insulator string or the minimum distance 
specified in Table V-1 for the operating voltage.

            Table V-1--Alternating Current--Minimum Distances
------------------------------------------------------------------------
                                                                Minimum
                                                                working
          Voltage range (phase to phase) kilovolt)             and clear
                                                               hot stick
                                                               distance
------------------------------------------------------------------------
2.1 to 15...................................................     2 ft. 0
                                                                     in.
15.1 to 35..................................................     2 ft. 4
                                                                     in.
35.1 to 46..................................................     2 ft. 6
                                                                     in.
46.1 to 72.5................................................     3 ft. 0
                                                                     in.
72.6 to 121.................................................     3 ft. 4
                                                                     in.
138 to 145..................................................     3 ft. 6
                                                                     in.
161 to 169..................................................     3 ft. 8
                                                                     in.
230 to 242..................................................     5 ft. 0
                                                                     in.
345 to 362..................................................   \1\ 7 ft.
                                                                   0 in.
500 to 552..................................................  \1\ 11 ft.
                                                                   0 in.
700 to 765..................................................  \1\ 15 ft.
                                                                   0 in.
------------------------------------------------------------------------
\1\ Note: For 345-362 kv., 500-552 kv., and 700-765 kv., the minimum
  working distance and the minimum clear hot stick distance may be
  reduced provided that such distances are not less than the shortest
  distance between the energized part and a grounded surface.

    (d) Deenergizing lines and equipment. (1) When deenergizing lines 
and equipment operated in excess of 600 volts, and the means of 
disconnecting from electric energy is not visibly open or visibly locked 
out, the provisions of paragraphs (d)(1) (i) through (vii) of this 
section shall be complied with:
    (i) The particular section of line or equipment to be deenergized 
shall be clearly identified, and it shall be isolated from all sources 
of voltage.
    (ii) Notification and assurance from the designated employee shall 
be obtained that:
    (a) All switches and disconnectors through which electric energy may 
be supplied to the particular section of line or equipment to be worked 
have been deenergized;
    (b) All switches and disconnectors are plainly tagged indicating 
that men are at work;
    (c) And that where design of such switches and disconnectors 
permits, they have been rendered inoperable.
    (iii) After all designated switches and disconnectors have been 
opened, rendered inoperable, and tagged, visual inspection or tests 
shall be conducted to insure that equipment or lines have been 
deenergized.
    (iv) Protective grounds shall be applied on the disconnected lines 
or equipment to be worked on.
    (v) Guards or barriers shall be erected as necessary to adjacent 
energized lines.
    (vi) When more than one independent crew requires the same line or 
equipment to be deenergized, a prominent tag for each such independent 
crew shall be placed on the line or equipment by the designated employee 
in charge.
    (vii) Upon completion of work on deenergized lines or equipment, 
each designated employee in charge shall determine that all employees in 
his crew are clear, that protective grounds installed by his crew have 
been removed, and he shall report to the designated authority that all 
tags protecting his crew may be removed.
    (2) When a crew working on a line or equipment can clearly see that 
the means of disconnecting from electric energy are visibly open or 
visibly locked-out, the provisions of paragraphs (d)(i), and (ii) of 
this section shall apply:
    (i) Guards or barriers shall be erected as necessary to adjacent 
energized lines.
    (ii) Upon completion of work on deenergized lines or equipment, each 
designated employee in charge shall determine that all employees in his 
crew are clear, that protective grounds installed by his crew have been 
removed, and he shall report to the designated authority that all tags 
protecting his crew may be removed.
    (e) Emergency procedures and first aid. (1) The employer shall 
provide training or require that his employees are knowledgeable and 
proficient in:
    (i) Procedures involving emergency situations, and
    (ii) First-aid fundamentals including resuscitation.
    (2) In lieu of paragraph (e)(1) of this section the employer may 
comply with the provisions of Sec. 1926.50(c) regarding first-aid 
requirements.
    (f) Night work. When working at night, spotlights or portable lights 
for emergency lighting shall be provided as needed to perform the work 
safely.

[[Page 488]]

    (g) Work near and over water. When crews are engaged in work over or 
near water and when danger of drowning exists, suitable protection shall 
be provided as stated in Sec. 1926.104, or Sec. 1926.105, or Sec. 
1926.106.
    (h) Sanitation facilities. The requirements of Sec. 1926.51 of 
subpart D of this part shall be complied with for sanitation facilities.
    (i) Hydraulic fluids. All hydraulic fluids used for the insulated 
sections of derrick trucks, aerial lifts, and hydraulic tools which are 
used on or around energized lines and equipment shall be of the 
insulating type. The requirements for fire resistant fluids of Sec. 
1926.302(d)(1) do not apply to hydraulic tools covered by this 
paragraph.



Sec. 1926.951  Tools and protective equipment.

    (a) Protective equipment. (1)(i) Rubber protective equipment shall 
be in accordance with the provisions of the American National Standards 
Institute (ANSI), ANSI J6 series, as follows:

------------------------------------------------------------------------
                   Item                               Standard
------------------------------------------------------------------------
Rubber insulating gloves..................  J6.6-1971.
Rubber matting for use around electric      J6.7-1935 (R1971).
 apparatus.
Rubber insulating blankets................  J6.4-1971.
Rubber insulating hoods...................  J6.2-1950 (R1971).
Rubber insulating line hose...............  J6.1-1950 (R1971).
Rubber insulating sleeves.................  J6.5-1971.
------------------------------------------------------------------------

    (ii) Rubber protective equipment shall be visually inspected prior 
to use.
    (iii) In addition, an ``air'' test shall be performed for rubber 
gloves prior to use.
    (iv) Protective equipment of material other than rubber shall 
provide equal or better electrical and mechanical protection.
    (2) Protective hats shall be in accordance with the provisions of 
ANSI Z89.2-1971 Industrial Protective Helmets for Electrical Workers, 
Class B, and shall be worn at the jobsite by employees who are exposed 
to the hazards of falling objects, electric shock, or burns.
    (b) Personal climbing equipment. (1) Body belts with straps or 
lanyards shall be worn to protect employees working at elevated 
locations on poles, towers, or other structures except where such use 
creates a greater hazard to the safety of the employees, in which case 
other safeguards shall be employed.
    (2) Body belts and safety straps shall meet the requirements of 
Sec. 1926.959. In addition to being used as an employee safeguarding 
item, body belts with approved tool loops may be used for the purpose of 
holding tools. Body belts shall be free from additional metal hooks and 
tool loops other than those permitted in Sec. 1926.959.
    (3) Body belts and straps shall be inspected before use each day to 
determine that they are in safe working condition.
    (4)(i) Lifelines and lanyards shall comply with the provisions of 
Sec. 1926.502.
    (ii) Safety lines are not intended to be subjected to shock loading 
and are used for emergency rescue such as lowering a man to the ground. 
Such safety lines shall be a minimum of one-half-inch diameter and three 
or four strand first-grade manila or its equivalent in strength (2,650 
lb.) and durability.
    (5) Defective ropes shall be replaced.
    (c) Ladders. (1) Portable metal or conductive ladders shall not be 
used near energized lines or equipment except as may be necessary in 
specialized work such as in high voltage substations where nonconductive 
ladders might present a greater hazard than conductive ladders. 
Conductive or metal ladders shall be prominently marked as conductive 
and all necessary precautions shall be taken when used in specialized 
work.
    (2) Hook or other type ladders used in structures shall be 
positively secured to prevent the ladder from being accidentally 
displaced.
    (d) Live-line tools. (1) Only live-line tool poles having a 
manufacturer's certification to withstand the following minimum tests 
shall be used:
    (i) 100,000 volts per foot of length for 5 minutes when the tool is 
made of fiberglass; or
    (ii) 75,000 volts per foot of length for 3 minutes when the tool is 
made of wood; or
    (iii) Other tests equivalent to paragraph (d) (i) or (ii) of this 
section as appropriate.
    (2) All live-line tools shall be visually inspected before use each 
day. Tools to be used shall be wiped clean and if any

[[Page 489]]

hazardous defects are indicated such tools shall be removed from 
service.
    (e) Measuring tapes or measuring ropes. Measuring tapes or measuring 
ropes which are metal or contain conductive strands shall not be used 
when working on or near energized parts.
    (f) Handtools. (1) Switches for all powered hand tools shall comply 
with Sec. 1926.300(d).
    (2) All portable electric handtools shall:
    (i) Be equipped with three-wire cord having the ground wire 
permanently connected to the tool frame and means for grounding the 
other end; or
    (ii) Be of the double insulated type and permanently labeled as 
``Double Insulated''; or
    (iii) Be connected to the power supply by means of an isolating 
transformer, or other isolated power supply.
    (3) All hydraulic tools which are used on or around energized lines 
or equipment shall use nonconducting hoses having adequate strength for 
the normal operating pressures. It should be noted that the provisions 
of Sec. 1926.302(d)(2) shall also apply.
    (4) All pneumatic tools which are used on or around energized lines 
or equipment shall:
    (i) Have nonconducting hoses having adequate strength for the normal 
operating pressures, and
    (ii) Have an accumulator on the compressor to collect moisture.

[44 FR 8577, Feb. 9, 1979; 44 FR 20940, Apr. 6, 1979, as amended at 59 
FR 40730, Aug. 9, 1994]



Sec. 1926.952  Mechanical equipment.

    (a) General. (1) Visual inspections shall be made of the equipment 
to determine that it is in good condition each day the equipment is to 
be used.
    (2) Tests shall be made at the beginning of each shift during which 
the equipment is to be used to determine that the brakes and operating 
systems are in proper working condition.
    (3) No employer shall use any motor vehicle equipment having an 
obstructed view to the rear unless:
    (i) The vehicle has a reverse signal alarm audible above the 
surrounding noise level or:
    (ii) The vehicle is backed up only when an observer signals that it 
is safe to do so.
    (b) Aerial lifts. (1) The provisions of Sec. 1926.556, subpart N of 
this part, shall apply to the utilization of aerial lifts.
    (2) When working near energized lines or equipment, aerial lift 
trucks shall be grounded or barricaded and considered as energized 
equipment, or the aerial lift truck shall be insulated for the work 
being performed.
    (3) Equipment or material shall not be passed between a pole or 
structure and an aerial lift while an employee working from the basket 
is within reaching distance of energized conductors or equipment that 
are not covered with insulating protective equipment.
    (c) Derrick trucks, cranes and other lifting equipment. (1) All 
derrick trucks, cranes and other lifting equipment shall comply with 
subpart N and O of this part except:
    (i) As stated in Sec. 1926.550(a)(15) (i) and (ii) relating to 
clearance (for clearances in this subpart see Table V-1) and
    (ii) Derrick truck (electric line trucks) shall not be required to 
comply with Sec. 1926.550(a)(7)(vi), (a)(17), (b)(2), and (e).
    (2) With the exception of equipment certified for work on the proper 
voltage, mechanical equipment shall not be operated closer to any 
energized line or equipment than the clearances set forth in Sec. 
1926.950(c) unless:
    (i) An insulated barrier is installed between the energized part and 
the mechanical equipment, or
    (ii) The mechanical equipment is grounded, or
    (iii) The mechanical equipment is insulated, or
    (iv) The mechanical equipment is considered as energized.



Sec. 1926.953  Material handling.

    (a) Unloading. Prior to unloading steel, poles, cross arms and 
similar material, the load shall be thoroughly examined to ascertain if 
the load has shifted, binders or stakes have broken or the load is 
otherwise hazardous to employees.
    (b) Pole hauling. (1) During pole hauling operations, all loads 
shall be secured to prevent displacement and a red flag shall be 
displayed at the trailing end of the longest pole.

[[Page 490]]

    (2) Precautions shall be exercised to prevent blocking of roadways 
or endangering other traffic.
    (3) When hauling poles during the hours of darkness, illuminated 
warning devices shall be attached to the trailing end of the longest 
pole.
    (c) Storage. (1) No materials or equipment shall be stored under 
energized bus, energized lines, or near energized equipment, if it is 
practical to store them elsewhere.
    (2) When materials or equipment are stored under energized lines or 
near energized equipment, applicable clearances shall be maintained as 
stated in Table V-1; and extraordinary caution shall be exercised when 
moving materials near such energized equipment.
    (d) Tag line. Where hazards to employees exist tag lines or other 
suitable devices shall be used to control loads being handled by 
hoisting equipment.
    (e) Oil filled equipment. During construction or repair of oil 
filled equipment the oil may be stored in temporary containers other 
than those required in Sec. 1926.152, such as pillow tanks.
    (f) Framing. During framing operations, employees shall not work 
under a pole or a structure suspended by a crane, A-frame or similar 
equipment unless the pole or structure is adequately supported.
    (g) Attaching the load. The hoist rope shall not be wrapped around 
the load. This provision shall not apply to electric construction crews 
when setting or removing poles.



Sec. 1926.954  Grounding for protection of employees.

    (a) General. All conductors and equipment shall be treated as 
energized until tested or otherwise determined to be deenergized or 
until grounded.
    (b) New construction. New lines or equipment may be considered 
deenergized and worked as such where:
    (1) The lines or equipment are grounded, or
    (2) The hazard of induced voltages is not present, and adequate 
clearances or other means are implemented to prevent contact with 
energized lines or equipment and the new lines or equipment.
    (c) Communication conductors. Bare wire communication conductors on 
power poles or structures shall be treated as energized lines unless 
protected by insulating materials.
    (d) Voltage testing. Deenergized conductors and equipment which are 
to be grounded shall be tested for voltage. Results of this voltage test 
shall determine the subsequent procedures as required in Sec. 
1926.950(d).
    (e) Attaching grounds. (1) When attaching grounds, the ground end 
shall be attached first, and the other end shall be attached and removed 
by means of insulated tools or other suitable devices.
    (2) When removing grounds, the grounding device shall first be 
removed fromt the line or equipment using insulating tools or other 
suitable devices.
    (f) Grounds shall be placed between work location and all sources of 
energy and as close as practicable to the work location, or grounds 
shall be placed at the work location. If work is to be performed at more 
than one location in a line section, the line section must be grounded 
and short circuited at one location in the line section and the 
conductor to be worked on shall be grounded at each work location. The 
minimum distance shown in Table V-1 shall be maintained from ungrounded 
conductors at the work location. Where the making of a ground is 
impracticable, or the conditions resulting therefrom would be more 
hazardous than working on the lines or equipment without grounding, the 
grounds may be omitted and the line or equipment worked as energized.
    (g) Testing without grounds. Grounds may be temporarily removed only 
when necessary for test purposes and extreme caution shall be exercised 
during the test procedures.
    (h) Grounding electrode. When grounding electrodes are utilized, 
such electrodes shall have a resistance to ground low enough to remove 
the danger of harm to personnel or permit prompt operation of protective 
devices.
    (i) Grounding to tower. Grounding to tower shall be made with a 
tower clamp capable of conducting the anticipated fault current.
    (j) Ground lead. A ground lead, to be attached to either a tower 
ground or

[[Page 491]]

driven ground, shall be capable of conducting the anticipated fault 
current and shall have a minimum conductance of No. 2 AWG copper.



Sec. 1926.955  Overhead lines.

    (a) Overhead lines. (1) When working on or with overhead lines the 
provisions of paragraphs (a) (2) through (8) of this section shall be 
complied with in addition to other applicable provisions of this 
subpart.
    (2) Prior to climbing poles, ladders, scaffolds, or other elevated 
structures, an inspection shall be made to determine that the structures 
are capable of sustaining the additional or unbalanced stresses to which 
they will be subjected.
    (3) Where poles or structures may be unsafe for climbing, they shall 
not be climbed until made safe by guying, bracing, or other adequate 
means.
    (4) Before installing or removing wire or cable, strains to which 
poles and structures will be subjected shall be considered and necessary 
action taken to prevent failure of supporting structures.
    (5)(i) When setting, moving, or removing poles using cranes, 
derricks, gin poles, A-frames, or other mechanized equipment near 
energized lines or equipment, precautions shall be taken to avoid 
contact with energized lines or equipment, except in bare-hand live-line 
work, or where barriers or protective devices are used.
    (ii) Equipment and machinery operating adjacent to energized lines 
or equipment shall comply with Sec. 1926.952(c)(2).
    (6)(i) Unless using suitable protective equipment for the voltage 
involved, employees standing on the ground shall avoid contacting 
equipment or machinery working adjacent to energized lines or equipment.
    (ii) Lifting equipment shall be bonded to an effective ground or it 
shall be considered energized and barricaded when utilized near 
energized equipment or lines.
    (7) Pole holes shall not be left unattended or unguarded in areas 
where employees are currently working.
    (8) Tag lines shall be of a nonconductive type when used near 
energized lines.
    (b) Metal tower construction. (1) When working in unstable material 
the excavation for pad- or pile-type footings in excess of 5 feet deep 
shall be either sloped to the angle of repose as required in Sec. 
1926.652 or shored if entry is required. Ladders shall be provided for 
access to pad- or pile-type footing excavations in excess of 4 feet.
    (2) When working in unstable material provision shall be made for 
cleaning out auger-type footings without requiring an employee to enter 
the footing unless shoring is used to protect the employee.
    (3)(i) A designated employee shall be used in directing mobile 
equipment adjacent to footing excavations.
    (ii) No one shall be permitted to remain in the footing while 
equipment is being spotted for placement.
    (iii) Where necessary to assure the stability of mobile equipment 
the location of use for such equipment shall be graded and leveled.
    (4)(i) Tower assembly shall be carried out with a minimum exposure 
of employees to falling objects when working at two or more levels on a 
tower.
    (ii) Guy lines shall be used as necessary to maintain sections or 
parts of sections in position and to reduce the possibility of tipping.
    (iii) Members and sections being assembled shall be adequately 
supported.
    (5) When assembling and erecting towers the provisions of paragraphs 
(b)(5) (i), (ii) and (iii) of this section shall be complied with:
    (i) The construction of transmission towers and the erecting of 
poles, hoisting machinery, site preparation machinery, and other types 
of construction machinery shall conform to the applicable requirements 
of this part.
    (ii) No one shall be permitted under a tower which is in the process 
of erection or assembly, except as may be required to guide and secure 
the section being set.
    (iii) When erecting towers using hoisting equipment adjacent to 
energized transmission lines, the lines shall be deenergized when 
practical. If the lines are not deenergized, extraordinary caution shall 
be exercised to maintain the minimum clearance distances required by 
Sec. 1926.950(c), including Table V-1.

[[Page 492]]

    (6)(i) Erection cranes shall be set on firm level foundations and 
when the cranes are so equipped outriggers shall be used.
    (ii) Tag lines shall be utilized to maintain control of tower 
sections being raised and positioned, except where the use of such lines 
would create a greater hazard.
    (iii) The loadline shall not be detached from a tower section until 
the section is adequately secured.
    (iv) Except during emergency restoration procedures erection shall 
be discontinued in the event of high wind or other adverse weather 
conditions which would make the work hazardous.
    (v) Equipment and rigging shall be regularly inspected and 
maintained in safe operating condition.
    (7) Adequate traffic control shall be maintained when crossing 
highways and railways with equipment as required by the provisions of 
Sec. 1926.200(g) (1) and (2).
    (8) A designated employee shall be utilized to determine that 
required clearance is maintained in moving equipment under or near 
energized lines.
    (c) Stringing or removing deenergized conductors. (1) When stringing 
or removing deenergized conductors, the provisions of paragraphs (c) (2) 
through (12) of this section shall be complied with.
    (2) Prior to stringing operations a briefing shall be held setting 
forth the plan of operation and specifying the type of equipment to be 
used, grounding devices and procedures to be followed, crossover methods 
to be employed, and the clearance authorization required.
    (3) Where there is a possibility of the conductor accidentally 
contacting an energized circuit or receiving a dangerous induced voltage 
buildup, to further protect the employee from the hazards of the 
conductor, the conductor being installed or removed shall be grounded or 
provisions made to insulate or isolate the employee.
    (4)(i) If the existing line is deenergized, proper clearance 
authorization shall be secured and the line grounded on both sides of 
the crossover or, the line being strung or removed shall be considered 
and worked as energized.
    (ii) When crossing over energized conductors in excess of 600 volts, 
rope nets or guard structures shall be installed unless provision is 
made to isolate or insulate the workman or the energized conductor. 
Where practical the automatic reclosing feature of the circuit 
interrupting device shall be made inoperative. In addition, the line 
being strung shall be grounded on either side of the crossover or 
considered and worked as energized.
    (5) Conductors being strung in or removed shall be kept under 
positive control by the use of adequate tension reels, guard structures, 
tielines, or other means to prevent accidental contact with energized 
circuits.
    (6) Guard structure members shall be sound and of adequate dimension 
and strength, and adequately supported.
    (7)(i) Catch-off anchors, rigging, and hoists shall be of ample 
capacity to prevent loss of the lines.
    (ii) The manufacturer's load rating shall not be exceeded for 
stringing lines, pulling lines, sock connections, and all load-bearing 
hardware and accessories.
    (iii) Pulling lines and accessories shall be inspected regularly and 
replaced or repaired when damaged or when dependability is doubtful. The 
provisions of Sec. 1926.251(c)(4)(ii) (concerning splices) shall not 
apply.
    (8) Conductor grips shall not be used on wire rope unless designed 
for this application.
    (9) While the conductor or pulling line is being pulled (in motion) 
employees shall not be permitted directly under overhead operations, nor 
shall any employee be permitted on the crossarm.
    (10) A transmission clipping crew shall have a minimum of two 
structures clipped in between the crew and the conductor being sagged. 
When working on bare conductors, clipping and tying crews shall work 
between grounds at all times. The grounds shall remain intact until the 
conductors are clipped in, except on dead end structures.
    (11)(i) Except during emergency restoration procedures, work from 
structures shall be discontinued when adverse weather (such as high wind 
or ice

[[Page 493]]

on structures) makes the work hazardous.
    (ii) Stringing and clipping operations shall be discontinued during 
the progress of an electrical storm in the immediate vicinity.
    (12)(i) Reel handling equipment, including pulling and braking 
machines, shall have ample capacity, operate smoothly, and be leveled 
and aligned in accordance with the manufacturer's operating 
instructions.
    (ii) Reliable communications between the reel tender and pulling rig 
operator shall be provided.
    (iii) Each pull shall be snubbed or dead ended at both ends before 
subsequent pulls.
    (d) Stringing adjacent to energized lines. (1) Prior to stringing 
parallel to an existing energized transmission line a competent 
determination shall be made to ascertain whether dangerous induced 
voltage buildups will occur, particularly during switching and ground 
fault conditions. When there is a possibility that such dangerous 
induced voltage may exist the employer shall comply with the provisions 
of paragraphs (d) (2) through (9) of this section in addition to the 
provisions of paragraph (c) of this Sec. 1926.955, unless the line is 
worked as energized.
    (2) When stringing adjacent to energized lines the tension stringing 
method or other methods which preclude unintentional contact between the 
lines being pulled and any employee shall be used.
    (3) All pulling and tensioning equipment shall be isolated, 
insulated, or effectively grounded.
    (4) A ground shall be installed between the tensioning reel setup 
and the first structure in order to ground each bare conductor, 
subconductor, and overhead ground conductor during stringing operations.
    (5) During stringing operations, each bare conductor, subconductor, 
and overhead ground conductor shall be grounded at the first tower 
adjacent to both the tensioning and pulling setup and in increments so 
that no point is more than 2 miles from a ground.
    (i) The grounds shall be left in place until conductor installation 
is completed.
    (ii) Such grounds shall be removed as the last phase of aerial 
cleanup.
    (iii) Except for moving type grounds, the grounds shall be placed 
and removed with a hot stick.
    (6) Conductors, subconductors, and overhead ground conductors shall 
be grounded at all dead-end or catch-off points.
    (7) A ground shall be located at each side and within 10 feet of 
working areas where conductors, subconductors, or overhead ground 
conductors are being spliced at ground level. The two ends to be spliced 
shall be bonded to each other. It is recommended that splicing be 
carried out on either an insulated platform or on a conductive metallic 
grounding mat bonded to both grounds. When a grounding mat is used, it 
is recommended that the grounding mat be roped off and an insulated 
walkway provided for access to the mat.
    (8)(i) All conductors, subconductors, and overhead ground conductors 
shall be bonded to the tower at any isolated tower where it may be 
necessary to complete work on the transmission line.
    (ii) Work on dead-end towers shall require grounding on all 
deenergized lines.
    (iii) Grounds may be removed as soon as the work is completed: 
Provided, That the line is not left open circuited at the isolated tower 
at which work is being completed.
    (9) When performing work from the structures, clipping crews and all 
others working on conductors, subconductors, or overhead ground 
conductors shall be protected by individual grounds installed at every 
work location.
    (e) Live-line bare-hand work. In addition to any other applicable 
standards contained elsewhere in this subpart all live-line bare-hand 
work shall be performed in accordance with the following requirements:
    (1) Employees shall be instructed and trained in the live-line bare-
hand technique and the safety requirements pertinent thereto before 
being permitted to use the technique on energized circuits.

[[Page 494]]

    (2) Before using the live-line bare-hand technique on energized 
high-voltage conductors or parts, a check shall be made of:
    (i) The voltage rating of the circuit on which the work is to be 
performed;
    (ii) The clearances to ground of lines and other energized parts on 
which work is to be performed; and
    (iii) The voltage limitations of the aerial-lift equipment intended 
to be used.
    (3) Only equipment designed, tested, and intended for live-line 
bare-hand work shall be used.
    (4) All work shall be personally supervised by a person trained and 
qualified to perform live-line bare-hand work.
    (5) The automatic reclosing feature of circuit interrupting devices 
shall be made inoperative where practical before working on any 
energized line or equipment.
    (6) Work shall not be performed during the progress of an electrical 
storm in the immediate vicinity.
    (7) A conductive bucket liner or other suitable conductive device 
shall be provided for bonding the insulated aerial device to the 
energized line or equipment.
    (i) The employee shall be connected to the bucket liner by use of 
conductive shoes, leg clips, or other suitable means.
    (ii) Where necessary, adequate electrostatic shielding for the 
voltage being worked or conductive clothing shall be provided.
    (8) Only tools and equipment intended for live-line bare-hand work 
shall be used, and such tools and equipment shall be kept clean and dry.
    (9) Before the boom is elevated, the outriggers on the aerial truck 
shall be extended and adjusted to stabilize the truck and the body of 
the truck shall be bonded to an effective ground, or barricaded and 
considered as energized equipment.
    (10) Before moving the aerial lift into the work position, all 
controls (ground level and bucket) shall be checked and tested to 
determine that they are in proper working condition.
    (11) Arm current tests shall be made before starting work each day, 
each time during the day when higher voltage is going to be worked and 
when changed conditions indicate a need for additional tests. Aerial 
buckets used for bare-hand live-line work shall be subjected to an arm 
current test. This test shall consist of placing the bucket in contact 
with an energized source equal to the voltage to be worked upon for a 
minimum time of three (3) minutes. the leakage current shall not exceed 
1 microampere per kilo-volt of nominal line-to-line voltage. Work 
operations shall be suspended immediately upon any indication of a 
malfunction in the equipment.
    (12) All aerial lifts to be used for live-line bare-hand work shall 
have dual controls (lower and upper) as required by paragraph (e)(12) 
(i) and (ii) of this section.
    (i) The upper controls shall be within easy reach of the employee in 
the basket. If a two basket type lift is used access to the controls 
shall be within easy reach from either basket.
    (ii) The lower set of controls shall be located near base of the 
boom that will permit over-ride operation of equipment at any time.
    (13) Ground level lift control shall not be operated unless 
permission has been obtained from the employee in lift, except in case 
of emergency.
    (14) Before the employee contacts the energized part to be worked 
on, the conductive bucket liner shall be bonded to the energized 
conductor by means of a positive connection which shall remain attached 
to the energized conductor until the work on the energized circuit is 
completed.
    (15) The minimum clearance distances for live-line bare-hand work 
shall be as specified in Table V-2. These minimum clearance distances 
shall be maintained from all grounded objects and from lines and 
equipment at a different potential than that to which the insulated 
aerial device is bonded unless such grounded objects or other lines and 
equipment are covered by insulated guards. These distances shall be 
maintained when approaching, leaving, and when bonded to the energized 
circuit.

[[Page 495]]



   Table V-2--Minimum Clearance Distances for Live-Line Bare-Hand Work
                          (Alternating Current)
------------------------------------------------------------------------
                                                   Distance in feet and
                                                    inches for maximum
                                                          voltage
    Voltage range (phase-to-phase) kilovolts     -----------------------
                                                   Phase to    Phase to
                                                    ground       phase
------------------------------------------------------------------------
2.1 to 15.......................................  2[foot]0
Sec. 1926.956  Underground lines.

    (a) Guarding and ventilating street opening used for access to 
underground lines or equipment. (1) Appropriate warning signs shall be 
promptly placed when covers of manholes, handholes, or vaults are 
removed. What is an appropriate warning sign is dependent upon the 
nature and location of the hazards involved.
    (2) Before an employee enters a street opening, such as a manhole or 
an unvented vault, it shall be promptly protected with a barrier, 
temporary cover, or other suitable guard.
    (3) When work is to be performed in a manhole or unvented vault:
    (i) No entry shall be permitted unless forced ventilation is 
provided or the atmosphere is found to be safe by testing for oxygen 
deficiency and the presence of explosive gases or fumes;
    (ii) Where unsafe conditions are detected, by testing or other 
means, the work area shall be ventilated and otherwise made safe before 
entry;
    (iii) Provisions shall be made for an adequate continuous supply of 
air.
    (b) Work in manholes. (1) While work is being performed in manholes, 
an employee shall be available in the immediate vicinity to render 
emergency assistance as may be required. This shall not preclude the 
employee in the immediate vicinity from occasionally entering a manhole 
to provide assistance, other than emergency. This requirement does not 
preclude a qualified employee, working alone, from entering for brief 
periods of time, a manhole where energized cables or equipment are in 
service, for the purpose of inspection, housekeeping, taking readings, 
or similar work if such work can be performed safely.
    (2) When open flames must be used or smoking is permitted in 
manholes, extra precautions shall be taken to provide adequate 
ventilation.
    (3) Before using open flames in a manhole or excavation in an area 
where combustible gases or liquids may be present, such as near a 
gasoline service station, the atmosphere of the manhole or excavation 
shall be tested and found safe or cleared of the combustible gases or 
liquids.
    (c) Trenching and excavating. (1) During excavation or trenching, in 
order to

[[Page 496]]

prevent the exposure of employees to the hazards created by damage to 
dangerous underground facilities, efforts shall be made to determine the 
location of such facilities and work conducted in a manner designed to 
avoid damage.
    (2) Trenching and excavation operations shall comply with Sec. Sec. 
1926.651 and 1926.652.
    (3) When underground facilities are exposed (electric, gas, water, 
telephone, etc.) they shall be protected as necessary to avoid damage.
    (4) Where multiple cables exist in an excavation, cables other than 
the one being worked on shall be protected as necessary.
    (5) When multiple cables exist in an excavation, the cable to be 
worked on shall be identified by electrical means unless its identity is 
obvious by reason of distinctive appearance.
    (6) Before cutting into a cable or opening a splice, the cable shall 
be identified and verified to be the proper cable.
    (7) When working on buried cable or on cable in manholes, metallic 
sheath continuity shall be maintained by bonding across the opening or 
by equivalent means.



Sec. 1926.957  Construction in energized substations.

    (a) Work near energized equipment facilities. (1) When construction 
work is performed in an energized substation, authorization shall be 
obtained from the designated, authorized person before work is started.
    (2) When work is to be done in an energized substation, the 
following shall be determined:
    (i) What facilities are energized, and
    (ii) What protective equipment and precautions are necessary for the 
safety of personnel.
    (3) Extraordinary caution shall be exercised in the handling of 
busbars, tower steel, materials, and equipment in the vicinity of 
energized facilities. The requirements set forth in Sec. 1926.950(c), 
shall be complied with.
    (b) Deenergized equipment or lines. When it is necessary to 
deenergize equipment or lines for protection of employees, the 
requirements of Sec. 1926.950(d) shall be complied with.
    (c) Barricades and barriers. (1) Barricades or barriers shall be 
installed to prevent accidental contact with energized lines or 
equipment.
    (2) Where appropriate, signs indicating the hazard shall be posted 
near the barricade or barrier. These signs shall comply with Sec. 
1926.200.
    (d) Control panels. (1) Work on or adjacent to energized control 
panels shall be performed by designated employees.
    (2) Precaution shall be taken to prevent accidental operation of 
relays or other protective devices due to jarring, vibration, or 
improper wiring.
    (e) Mechanized equipment. (1) Use of vehicles, gin poles, cranes, 
and other equipment in restricted or hazardous areas shall at all times 
be controlled by designated employees.
    (2) All mobile cranes and derricks shall be effectively grounded 
when being moved or operated in close proximity to energized lines or 
equipment, or the equipment shall be considered energized.
    (3) Fenders shall not be required for lowboys used for transporting 
large electrical equipment, transformers, or breakers.
    (f) Storage. The storage requirements of Sec. 1926.953(c) shall be 
complied with.
    (g) Substation fences. (1) When a substation fence must be expanded 
or removed for construction purposes, a temporary fence affording 
similar protection when the site is unattended, shall be provided. 
Adequate interconnection with ground shall be maintained between 
temporary fence and permanent fence.
    (2) All gates to all unattended substations shall be locked, except 
when work is in progress.
    (h) Footing excavation. (1) Excavation for auger, pad and piling 
type footings for structures and towers shall require the same 
precautions as for metal tower construction (see Sec. 1926.955(b)(1)).
    (2) No employee shall be permitted to enter an unsupported auger-
type excavation in unstable material for any purpose. Necessary clean-
out in such cases shall be accomplished without entry.

[[Page 497]]



Sec. 1926.958  External load helicopters.

    In all operations performed using a rotorcraft for moving or placing 
external loads, the provisions of Sec. 1926.551 of subpart N of this 
part shall be complied with.



Sec. 1926.959  Lineman's body belts, safety straps, and lanyards.

    (a) General requirements. The requirements of paragraphs (a) and (b) 
of this section shall be complied with for all lineman's body belts, 
safety straps and lanyards acquired for use after the effective date of 
this subpart.
    (1) Hardware for lineman's body belts, safety straps, and lanyards 
shall be drop forged or pressed steel and have a corrosive resistive 
finish tested to American Society for Testing and Materials B117-64 (50-
hour test). Surfaces shall be smooth and free of sharp edges.
    (2) All buckles shall withstand a 2,000-pound tensile test with a 
maximum permanent deformation no greater than one sixty-fourth inch.
    (3) D rings shall withstand a 5,000-pound tensile test without 
failure. Failure of a D ring shall be considered cracking or breaking.
    (4) Snaphooks shall withstand a 5,000-pound tensile test without 
failure. Failure of a snaphook shall be distortion sufficient to release 
the keeper.
    (b) Specific requirements. (1)(i) All fabric used for safety straps 
shall withstand an A.C. dielectric test of not less than 25,000 volts 
per foot ``dry'' for 3 minutes, without visible deterioration.
    (ii) All fabric and leather used shall be tested for leakage current 
and shall not exceed 1 milliampere when a potention of 3,000 volts is 
applied to the electrodes positioned 12 inches apart.
    (iii) Direct current tests may be permitted in lieu of alternating 
current tests.
    (2) The cushion part of the body belt shall:
    (i) Contain no exposed rivets on the inside;
    (ii) Be at least three (3) inches in width;
    (iii) Be at least five thirty-seconds (\5/32\) inch thick, if made 
of leather; and
    (iv) Have pocket tabs that extended at least 1\1/2\ inches down and 
three (3) inches back of the inside of circle of each D ring for 
riveting on plier or tool pockets. On shifting D belts, this measurement 
for pocket tabs shall be taken when the D ring section is centered.
    (3) A maximum of four (4) tool loops shall be so situated on the 
body belt that four (4) inches of the body belt in the center of the 
back, measuring from D ring to D ring, shall be free of tool loops, and 
any other attachments.
    (4) Suitable copper, steel, or equivalent liners shall be used 
around bar of D rings to prevent wear between these members and the 
leather or fabric enclosing them.
    (5) All stitching shall be of a minimum 42-pound weight nylon or 
equivalent thread and shall be lock stitched. Stitching parallel to an 
edge shall not be less than three-sixteenths (\3/16\) inch from edge of 
narrowest member caught by the thread. The use of cross stitching on 
leather is prohibited.
    (6) The keeper of snaphooks shall have a spring tension that will 
not allow the keeper to begin to open with a weight of 2\1/2\ pounds or 
less, but the keeper of snaphooks shall begin to open with a weight of 
four (4) pounds, when the weight is supported on the keeper against the 
end of the nose.
    (7) Testing of lineman's safety straps, body belts and lanyards 
shall be in accordance with the following procedure:
    (i) Attach one end of the safety strap or lanyard to a rigid 
support, the other end shall be attached to a 250-pound canvas bag of 
sand:
    (ii) Allow the 250-pound canvas bag of sand to free fall 4 feet for 
(safety strap test) and 6 feet for (lanyard test); in each case stopping 
the fall of the 250-pound bag:
    (iii) Failure of the strap or lanyard shall be indicated by any 
breakage, or slippage sufficient to permit the bag to fall free of the 
strap or lanyard. The entire ``body belt assembly'' shall be tested 
using one D ring. A safety strap or lanyard shall be used that is 
capable of passing the ``impact loading test'' and attached as required 
in paragraph (b)(7)(i) of this section. The body belt shall be secured 
to the 250-pound bag of sand at a point to simulate the waist of a man 
and allowed to drop as stated in paragraph (b)(7)(ii) of this section.

[[Page 498]]

Failure of the body belt shall be indicated by any breakage, or slippage 
sufficient to permit the bag to fall free of the body belt.



Sec. 1926.960  Definitions applicable to this subpart.

    (a) Alive or live (energized). The term means electrically connected 
to a source of potential difference, or electrically charged so as to 
have a potential significantly different from that of the earth in the 
vicinity. The term ``live'' is sometimes used in place of the term 
``current-carrying,'' where the intent is clear, to avoid repetition of 
the longer term.
    (b) Automatic circuit recloser. The term means a self-controlled 
device for automatically interrupting and reclosing an alternating 
current circuit with a predetermined sequence of opening and reclosing 
followed by resetting, hold closed, or lockout operation.
    (c) Barrier. The term means a physical obstruction which is intended 
to prevent contact with energized lines or equipment.
    (d) Barricade. The term means a physical obstruction such as tapes, 
screens, or cones intended to warn and limit access to a hazardous area.
    (e) Bond. The term means an electrical connection from one 
conductive element to another for the purpose of minimizing potential 
differences or providing suitable conductivity for fault current or for 
mitigation of leak- age current and electrolytic action.
    (f) Bushing. The term means an insulating structure including a 
through conductor, or providing a passageway for such a conductor, with 
provision for mounting on a barrier, conducting or otherwise, for the 
purpose of insulating the conductor from the barrier and conducting 
current from one side of the barrier to the other.
    (g) Cable. The term means a conductor with insulation, or a stranded 
conductor with or without insulation and other coverings (single-
conductor cable) or a combination of conductors insulated from one 
another (multiple-conductor cable).
    (h) Cable sheath. The term means a protective covering applied to 
cables.

    Note: A cable sheath may consist of multiple layers of which one or 
more is conductive.

    (i) Circuit. The term means a conductor or system of conductors 
through which an electric current is intended to flow.
    (j) Communication lines. The term means the conductors and their 
supporting or containing structures which are used for public or private 
signal or communication service, and which operate at potentials not 
exceeding 400 volts to ground or 750 volts between any two points of the 
circuit, and the transmitted power of which does not exceed 150 watts. 
When operating at less than 150 volts no limit is placed on the capacity 
of the system.
    Note: Telephone, telegraph, railroad signal, data, clock, fire, 
police-alarm, community television antenna, and other systems conforming 
with the above are included. Lines used for signaling purposes, but not 
included under the above definition, are considered as supply lines of 
the same voltage and are to be so run.

    (k) Conductor. The term means a material, usually in the form of a 
wire, cable, or bus bar suitable for carrying an electric current.
    (l) Conductor shielding. The term means an envelope which encloses 
the conductor of a cable and provides an equipotential surface in 
contact with the cable insulation.
    (m) Current-carrying part. The term means a conducting part intended 
to be connected in an electric circuit to a source of voltage. Non-
current-carrying parts are those not intended to be so connected.
    (n) Dead (deenergized). The term means free from any electrical 
connection to a source of potential difference and from electrical 
charges: Not having a potential difference from that of earth.
    Note: The term is used only with reference to current-carrying parts 
which are sometimes alive (energized).
    (o) Designated employee. The term means a qualified person delegated 
to perform specific duties under the conditions existing.
    (p) Effectively grounded. The term means intentionally connected to 
earth through a ground connection or connections of sufficiently low 
impedance and having sufficient current-carrying

[[Page 499]]

capacity to prevent the buildup of voltages which may result in undue 
hazard to connected equipment or to persons.
    (q) Electric line trucks. The term means a truck used to transport 
men, tools, and material, and to serve as a traveling workshop for 
electric power line construction and maintenance work. It is sometimes 
equipped with a boom and auxiliary equipment for setting poles, digging 
holes, and elevating material or men.
    (r) Enclosed. The term means surrounded by a case, cage, or fence, 
which will protect the contained equipment and prevent accidental 
contact of a person with live parts.
    (s) Equipment. This is a general term which includes fittings, 
devices, appliances, fixtures, apparatus, and the like, used as part of, 
or in connection with, an electrical power transmission and distribution 
system, or communication systems.
    (t) Exposed. The term means not isolated or guarded.
    (u) Electric supply lines. The term means those conductors used to 
transmit electric energy and their necessary supporting or containing 
structures. Signal lines of more than 400 volts to ground are always 
supply lines within the meaning of the rules, and those of less than 400 
volts to ground may be considered as supply lines, if so run and 
operated throughout.
    (v) Guarded. The term means protected by personnel, covered, fenced, 
or enclosed by means of suitable casings, barrier rails, screens, mats, 
platforms, or other suitable devices in accordance with standard 
barricading techniques designed to prevent dangerous approach or contact 
by persons or objects.
    Note: Wires, which are insulated but not otherwise protected, are 
not considered as guarded.
    (w) Ground. (Reference). The term means that conductive body, 
usually earth, to which an electric potential is referenced.
    (x) Ground (as a noun). The term means a conductive connection 
whether intentional or accidental, by which an electric circuit or 
equipment is connected to reference ground.
    (y) Ground (as a verb). The term means the connecting or 
establishment of a connection, whether by intention or accident of an 
electric circuit or equipment to reference ground.
    (z) Grounding electrode (ground electrode). The term grounding 
electrode means a conductor embedded in the earth, used for maintaining 
ground potential on conductors connected to it, and for dissipating into 
the earth current conducted to it.
    (aa) Grounding electrode resistance. The term means the resistance 
of the grounding electrode to earth.
    (bb) Grounding electrode conductor (grounding conductor). The term 
means a conductor used to connect equipment or the grounded circuit of a 
wiring system to a grounding electrode.
    (cc) Grounded conductor. The term means a system or circuit 
conductor which is intentionally grounded.
    (dd) Grounded system. The term means a system of conductors in which 
at least one conductor or point (usually the middle wire, or neutral 
point of transformer or generator windings) is intentionally grounded, 
either solidly or through a current-limiting device (not a current-
interrupting device).
    (ee) Hotline tools and ropes. The term means those tools and ropes 
which are especially designed for work on energized high voltage lines 
and equipment. Insulated aerial equipment especially designed for work 
on energized high voltage lines and equipment shall be considered hot 
line.
    (ff) Insulated. The term means separated from other conducting 
surfaces by a dielectric substance (including air space) offering a high 
resistance to the passage of current.
    Note: When any object is said to be insulated, it is understood to 
be insulated in suitable manner for the conditions to which it is 
subjected. Otherwise, it is within the purpose of this subpart, 
uninsulated. Insulating covering of conductors is one means of making 
the conductor insulated.
    (gg) Insulation (as applied to cable). The term means that which is 
relied upon to insulate the conductor from other conductors or 
conducting parts or from ground.
    (hh) Insulation shielding. The term means an envelope which encloses 
the insulation of a cable and provides an

[[Page 500]]

equipotential surface in contact with cable insulation.
    (ii) Isolated. The term means an object that is not readily 
accessible to persons unless special means of access are used.
    (jj) Manhole. The term means a subsurface enclosure which personnel 
may enter and which is used for the purpose of installing, operating, 
and maintaining equipment and/or cable.
    (kk) Pulling tension. The term means the longitudinal force exerted 
on a cable during installation.
    (ll) Qualified person. The term means a person who by reason of 
experience or training is familiar with the operation to be performed 
and the hazards involved.
    (mm) Switch. The term means a device for opening and closing or 
changing the connection of a circuit. In these rules, a switch is 
understood to be manually operable, unless otherwise stated.
    (nn) Tag. The term means a system or method of identifying circuits, 
systems or equipment for the purpose of alerting persons that the 
circuit, system or equipment is being worked on.
    (oo) Unstable material. The term means earth material, other than 
running, that because of its nature or the influence of related 
conditions, cannot be depended upon to remain in place without extra 
support, such as would be furnished by a system of shoring.
    (pp) Vault. The term means an enclosure above or below ground which 
personnel may enter and is used for the purpose of installing, 
operating, and/or maintaining equipment and/or cable.
    (qq) Voltage. The term means the effective (rms) potential 
difference between any two conductors or between a conductor and ground. 
Voltages are expressed in nominal values. The nominal voltage of a 
system or circuit is the value assigned to a system or circuit of a 
given voltage class for the purpose of convenient designation. The 
operating voltage of the system may vary above or below this value.
    (rr) Voltage of an effectively grounded circuit. The term means the 
voltage between any conductor and ground unless otherwise indicated.
    (ss) Voltage of a circuit not effectively grounded. The term means 
the voltage between any two conductors. If one circuit is directly 
connected to and supplied from another circuit of higher voltage (as in 
the case of an autotransformer), both are considered as of the higher 
voltage, unless the circuit of lower voltage is effectively grounded, in 
which case its voltage is not determined by the circuit of higher 
voltage. Direct connection implies electric connection as distinguished 
from connection merely through electromagnetic or electrostatic 
induction.



      Subpart W_Rollover Protective Structures; Overhead Protection

    Authority: Section 3704 of the Contract Work Hours and Safety 
Standards Act (40 U.S.C. 3701); Sections 4, 6, and 8 of the Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); and Secretary 
of Labor's Order No. 12-71 (36 FR 8754), 8-76 (41 FR 25059), 9-83 (48 FR 
35736), 1-90 (55 FR 9033), 6-96 (62 FR 111), 3-2000 (65 FR 50017), or 5-
2002 (67 FR 65008), as applicable.



Sec. 1926.1000  Rollover protective structures (ROPS) for material handling 

equipment.

    (a) Coverage. (1) This section applies to the following types of 
material handling equipment: To all rubber-tired, self-propelled 
scrapers, rubber-tired front-end loaders, rubber-tired dozers, wheel-
type agricultural and industrial tractors, crawler tractors, crawler-
type loaders, and motor graders, with or without attachments, that are 
used in construction work. This requirement does not apply to sideboom 
pipelaying tractors.
    (2) The promulgation of specific standards for rollover protective 
structures for compactors and rubber-tired skid-steer equipment is 
reserved pending consideration of standards currently being developed.
    (b) Equipment manufactured on or after September 1, 1972. Material 
handling machinery described in paragraph (a) of this section and 
manufactured on or after September 1, 1972, shall be equipped with 
rollover protective structures which meet the minimum performance 
standards prescribed in Sec. Sec. 1926.1001 and 1926.1002, as 
applicable.
    (c) Equipment manufactured before September 1, 1972. (1) All 
material handling equipment described in paragraph (a)

[[Page 501]]

of this section and manufactured or placed in service (owned or operated 
by the employer) prior to September 1, 1972, shall be fitted with 
rollover protective structures no later than the dates listed below:
    (i) Machines manufactured on or after January 1, 1972, shall be 
fitted no later than April 1, 1973.
    (ii) Machines manufactured between July 1, 1971, and December 31, 
1971, shall be fitted no later than July 1, 1973.
    (iii) Machines manufactured between July 1, 1970, and June 30, 1971, 
shall be fitted no later than January 1, 1974.
    (iv) Machines manufactured between July 1, 1969, and June 30, 1970, 
shall be fitted no later than July 1, 1974.
    (v) Machines manufactured before July 1, 1969: Reserved pending 
further study, development, and review.
    (2) Rollover protective structures and supporting attachment shall 
meet the minimum performance criteria detailed in Sec. Sec. 1926.1001 
and 1926.1002, as applicable or shall be designed, fabricated, and 
installed in a manner which will support, based on the ultimate strength 
of the metal, at least two times the weight of the prime mover applied 
at the point of impact.
    (i) The design objective shall be to minimize the likelihood of a 
complete overturn and thereby minimize the possibility of the operator 
being crushed as a result of a rollover or upset.
    (ii) The design shall provide a vertical clearance of at least 52 
inches from the work deck to the ROPS at the point of ingress or egress.
    (d) Remounting. ROPS removed for any reason, shall be remounted with 
equal quality, or better, bolts or welding as required for the original 
mounting.
    (e) Labeling. Each ROPS shall have the following information 
permanently affixed to the structure:
    (1) Manufacturer or fabricator's name and address;
    (2) ROPS model number, if any;
    (3) Machine make, model, or series number that the structure is 
designed to fit.
    (f) Machines meeting certain existing governmental requirements. Any 
machine in use, equipped with rollover protective structures, shall be 
deemed in compliance with this section if it meets the rollover 
protective structure requirements of the State of California, the U.S. 
Army Corps of Engineers, or the Bureau of Reclamation of the U.S. 
Department of the Interior in effect on April 5, 1972. The requirements 
in effect are:
    (1) State of California: Construction Safety Orders, issued by the 
Department of Industrial Relations pursuant to Division 5, Labor Code, 
Sec. 6312, State of California.
    (2) U.S. Army Corps of Engineers: General Safety Requirements, EM-
385-1-1 (March 1967).
    (3) Bureau of Reclamation, U.S. Department of the Interior: Safety 
and Health Regulations for Construction. Part II (September 1971).



Sec. 1926.1001  Minimum performance criteria for rollover protective 

structures for designated scrapers, loaders, dozers, graders, and crawler 

tractors.

    (a) General. This section prescribes minimum performance criteria 
for rollover protective structures (ROPS) for rubber-tired self-
propelled scrapers; rubber-tired front-end loaders and rubber-tired 
dozers; crawler tractors, and crawler-type loaders, and motor graders. 
The vehicle and ROPS as a system shall have the structural 
characteristics prescribed in paragraph (f) of this section for each 
type of machine described in this paragraph.
    (b) The static laboratory test prescribed herein will determine the 
adequacy of the structures used to protect the operator under the 
following conditions:
    (1) For rubber-tired self-propelled scrapers, rubber-tired front-end 
loaders, and rubber-tired dozers: Operating between 0 and 10 miles per 
hour over hard clay where rollover would be limited to a maximum roll 
angle of 360[deg] down a slope of 30[deg] maximum.
    (2) For motor graders: Operating between 0 and 10 miles per hour 
over hard clay where rollover would be limited to 360[deg] down a slope 
of 30[deg] maximum.
    (3) For crawler tractors and crawler-type loaders: Operating between 
0 and 10 miles per hour over hard clay where

[[Page 502]]

rollover would be limited to a maximum roll angle of 360[deg] down a 
slope of 45[deg].
    (c) Facilities and apparatus. (1) The following material is 
necessary:
    (i) Material, equipment, and tiedown means adequate to insure that 
the ROPS and its vehicle frame absorb the applied energy.
    (ii) Equipment necessary to measure and apply loads to the ROPS. 
Adequate means to measure deflections and lengths should also be 
provided.
    (iii) Recommended, but not mandatory, types of test setups are 
illustrated in Figure W-1 for all types of equipment to which this 
section applies; and in Figure W-2 for rubber-tired self-propelled 
scrapers; Figure W-3 for rubber-tired front-end loaders, rubber-tired 
dozers, and motor graders; and Figure W-4 for crawler tractors and 
crawler-type loaders.
    (2) Table W-1 contains a listing of the required apparatus for all 
types of equipment described in paragraph (a) of this section.

                                Table W-1
------------------------------------------------------------------------
             Means to measure                         Accuracy
------------------------------------------------------------------------
Deflection of ROPS, inches................  5% of
                                             deflection measured.
Vehicle weight, pounds....................  5% of
                                             the weight measured.
Force applied to frame, pounds............  5% of
                                             force measured.
Dimensions of critical zone, inches.......  0.5
                                             in.
------------------------------------------------------------------------

    (d) Vehicle condition. The ROPS to be tested must be attached to the 
vehicle structure in the same manner as it will be attached during 
vehicle use. A totally assembled vehicle is not required. However, the 
vehicle structure and frame which support the ROPS must represent the 
actual vehicle installation. All normally detachable windows, panels, or 
nonstructural fittings shall be removed so that they do not contribute 
to the strength of the ROPS.
    (e) Test procedure. The test procedure shall include the following, 
in the sequence indicated:
    (1) Energy absorbing capabilities of ROPS shall be verified when 
loaded laterally by incrementally applying a distributed load to the 
longitudinal outside top member of the ROPS, as shown in Figure W-1, W-
2, or W-3, as applicable. The distributed load must be applied so as to 
result in approximately uniform deflection of the ROPS. The load 
increments should correspond with approximately 0.5 in. ROPS deflection 
increment in the direction of the load application, measured at the ROPS 
top edge. Should the operator's seat be offcenter, the load shall be 
applied on the offcenter side. For each applied load increment, the 
total load (lb.) versus corresponding deflection (in.) shall be plotted, 
and the area under the load -deflection curve shall be calculated. This 
area is equal to the energy (in.-lb.) absorbed by the ROPS. For a 
typical load-deflection curve and calculation method, see Figure W-5.

[[Page 503]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.050

[GRAPHIC] [TIFF OMITTED] TC30OC91.051


[[Page 504]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.052

[GRAPHIC] [TIFF OMITTED] TC30OC91.053


Incremental loading shall be continued until the ROPS has absorbed the 
amount of energy and the minimum applied load specified under paragraph 
(f) of this section has been reached or surpassed.
    (2) To cover the possibility of the vehicle coming to rest on its 
top, the support capability shall be verified by applying a distributed 
vertical load to the top of the ROPS so as to result in approximately 
uniform deflection (see Figure W-1). The load magnitude is specified in 
paragraph (f)(2)(iii) of this section.
    (3) The low temperature impact strength of the material used in the 
ROPS shall be verified by suitable material tests or material 
certification (see paragraph (f)(2)(iv) of this section).
[GRAPHIC] [TIFF OMITTED] TC30OC91.054


[[Page 505]]


    (f) Performance requirements--(1) General performance requirements. 
(i) No repairs or straightening of any member shall be carried out 
between each prescribed test.
    (ii) During each test, no part of the ROPS shall enter the critical 
zone as detailed in SAE J397 (1969). Deformation of the ROPS shall not 
allow the plane of the ground to enter this zone.
    (2) Specific performance requirements. (i) The energy requirement 
for purposes of meeting the requirements of paragraph (e)(1) of this 
section is to be determined by referring to the plot of the energy 
versus weight of vehicle (see Figure W-6 for rubber-tired self-propelled 
scrapers; Figure W-7 for rubber-tired front-end loaders and rubber-tired 
dozers; Figure W-8 for crawler tractors and crawler-type loaders; and 
Figure W-9 for motor graders). For purposes of this section, force and 
weight are measured as pounds (lb.); energy (U) is measured as inch-
pounds.
[GRAPHIC] [TIFF OMITTED] TC30OC91.055

    (ii) The applied load must attain at least a value which is 
determined by multiplying the vehicle weight by the corresponding factor 
shown in Figure W-10 for rubber-tired self-propelled scrapers; in Figure 
W-11 for rubber-tired front-end loaders and rubber-tired dozers; in 
Figure W-12 for crawler tractors and crawler-type loaders; and in Figure 
W-13 for motor graders.
    (iii) The load magnitude for purposes of compliance with paragraph 
(e)(2) of this section is equal to the vehicle weight. The test of load 
magnitude shall only be made after the requirements of paragraph 
(f)(2)(i) of this section are met.
[GRAPHIC] [TIFF OMITTED] TC30OC91.056

    (iv) Material used in the ROPS must have the capability of 
performing at zero degrees Fahrenheit, or exhibit Charpy V notch impact 
strength of 8 foot-pounds at minus 20 [deg]Fahrenheit.

This is a standard Charpy specimen as described in American Society of 
Testing and Materials A 370, Methods and Definitions for Mechanical 
Testing of Steel Products (available at each Regional Office of the 
Occupational Safety and Health Administration). The purpose of this 
requirement is to reduce the tendency of brittle fracture associated 
with dynamic loading, low temperature operation, and stress raisers 
which cannot be entirely avoided on welded structures.

[[Page 506]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.057

[GRAPHIC] [TIFF OMITTED] TC30OC91.058

    (g) Definitions. For purposes of this section, ``vehicle weight'' 
means the manufacturer's maximum weight of the prime mover for rubber-
tired self-propelled scrapers. For other types of equipment to which 
this section applies, ``vehicle weight'' means the manufacturer's 
maximum recommended weight of the vehicle plus the heaviest attachment.
[GRAPHIC] [TIFF OMITTED] TC30OC91.059

[GRAPHIC] [TIFF OMITTED] TC30OC91.060


[[Page 507]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.061

[GRAPHIC] [TIFF OMITTED] TC30OC91.062

    (h) Source of standard. This standard is derived from, and restates, 
the following Society of Automotive Engineers Recommended Practices: SAE 
J320a, Minimum Performance Criteria for Roll-Over Protective Structure 
for Rubber-Tired, Self-Propelled Scrapers; SAE J394, Minimum Performance 
Criteria for Roll-Over Protective Structure for Rubber-Tired Front End 
Loaders and Rubber-Tired Dozers; SAE J395, Minimum Performance Criteria 
for Roll-Over Protective Structure for Crawler Tractors and Crawler-Type 
Loaders; and SAE J396, Minimum Performance Criteria for Roll-Over 
Protective Structure for Motor Graders. These recommended practices 
shall be resorted to in the event that questions of interpretation 
arise. The recommended practices appear in the 1971 SAE Handbook, which 
may be examined in each of the Regional Offices of the Occupational 
Safety and Health Administration.



Sec. 1926.1002  Protective frames (roll-over protective structures, known as 

ROPS) for wheel-type agricultural and industrial tractors used in 

construction.

    (a) General. (1) The purpose of this section is to set forth 
requirements for frames used to protect operators of wheel-type 
agricultural and industrial tractors that will minimize the possibility 
of operator injury resulting from accidental upsets during normal 
operation. With respect to agricultural and industrial tractors, the 
provisions of 29 CFR 1926.1001 and 1926.1003 for rubber-tired dozers and 
rubber-tired loaders may be used instead of the requirements of this 
section.
    (2) The protective frame that is the subject of this standard is a 
structure mounted to the tractor that extends above the operator's seat 
and conforms generally to Figure W-14.
    (3) When an overhead weather shield is attached to the protective 
frame, it may be in place during testing, provided that it does not 
contribute to the strength of the protective frame. When such an 
overhead weather shield is attached, it must meet the requirements of 
paragraph (i) of this section.
    (4) For overhead protection requirements, see 29 CFR 1926.1003.
    (5) The following provisions address requirements for protective 
enclosures.
    (i) When protective enclosures are used on wheel-type agricultural 
and industrial tractors, they shall meet the requirements of Society of 
Automotive Engineers (``SAE'') standard J168-1970 (``Protective 
enclosures--test procedures and performance requirements''), which is 
incorporated by reference. The incorporation by reference was approved 
by the Director of the Federal Register in accordance with 5 U.S.C. 
552(a) and 1 CFR part 51.
    (ii) SAE standard J168-1970 appears in the 1971 SAE Handbook, or it 
may be examined at: any OSHA Regional Office; the OSHA Docket Office, 
U.S. Department of Labor, 200 Constitution

[[Page 508]]

Avenue, NW., Room N-2625, Washington, DC 20210 (telephone: (202) 693-
2350 (TTY number: (877) 889-5627)); or the National Archives and Records 
Administration (``NARA''). (For information on the availability of this 
material at NARA, telephone (202) 741-6030 or access the NARA Web site 
at www.archives.gov/federal--register/code--of--federal--regulations/
ibr--locations.html.) Copies may be purchased from the Society of 
Automotive Engineers, 400 Commonwealth Drive, Warrendale, Pennsylvania 
15096-0001.
    (b) Applicability. The requirements of this section apply to wheel-
type agricultural and industrial tractors used in construction work. See 
paragraph (j) of this section for definitions of agricultural tractors 
set forth in paragraph (i) of this section.
    (c) Performance requirements. (1) Either a laboratory test or a 
field test is required to determine the performance requirements set 
forth in paragraph (i) of this section.
    (2) A laboratory test may be either static or dynamic. The 
laboratory test must be under conditions of repeatable and controlled 
loading to permit analysis of the protective frame.
    (3) A field-upset test, when used, shall be conducted under 
reasonably controlled conditions, both rearward and sideways to verify 
the effectiveness of the protective frame under actual dynamic 
conditions.
    (d) Test procedures--general. (1) The tractor used shall be the 
tractor with the greatest weight on which the protective frame is to be 
used.
    (2) A new protective frame and mounting connections of the same 
design shall be used for each test procedure.
    (3) Instantaneous and permanent frame deformation shall be measured 
and recorded for each segment of the test.
    (4) Dimensions relative to the seat shall be determined with the 
seat unloaded and adjusted to its highest and most rearward latched 
position provided for a seated operator.
    (5) When the seat is offset, the frame loading shall be on the side 
with the least space between the centerline of the seat and the upright.
    (6) The low-temperature impact strength of the material used in the 
protective structure shall be verified by suitable material tests or 
material certifications according to 29 CFR 1926.1001(f)(2)(iv).
    (e) Test procedure for vehicle overturn--(1) Vehicle weight. The 
weight of the tractor, for purposes of this section, includes the 
protective frame, all fuels, and other components required for normal 
use of the tractor. Ballast must be added when necessary to achieve a 
minimum total weight of 130 lb (59 kg) per maximum power-takeoff 
horsepower at the rated engine speed. The weight of the front end must 
be at least 33 lb (15 kg) per maximum power-takeoff horsepower. In case 
power-takeoff horsepower is unavailable, 95 percent of net engine 
flywheel horsepower shall be used.
    (2) Agricultural tractors shall be tested at the weight set forth in 
paragraph (e)(1) of this section.
    (3) Industrial tractors shall be tested with items of integral or 
mounted equipment and ballast that are sold as standard equipment or 
approved by the vehicle manufacturer for use with the vehicle when the 
protective frame is expected to provide protection for the operator with 
such equipment installed. The total vehicle weight and front-end weight 
as tested shall not be less than the weights established in paragraph 
(e)(1) of this section.
    (4) The following provisions address soil bank test conditions.
    (i) The test shall be conducted on a dry, firm soil bank as 
illustrated in Figure W-15. The soil in the impact area shall have an 
average cone index in the 0-in. to 6-in. (0-mm to 153-mm) layer not less 
than 150 according to American Society of Agricultural Engineers 
(``ASAE'') recommendation ASAE R313.1-1971 (``Soil cone penetrometer''), 
as reconfirmed in 1975, which is incorporated by reference. The 
incorporation by reference was approved by the Director of the Federal 
Register in accordance with 5 U.S.C. 552(a) and 1 CFR part 51. The path 
of vehicle travel shall be 12[deg]  2[deg] to the 
top edge of the bank.

[[Page 509]]

    (ii) ASAE recommendation ASAE R313.1-1971, as reconfirmed in 1975, 
appears in the 1977 Agricultural Engineers Yearbook, or it may be 
examined at: any OSHA Regional Office; the OSHA Docket Office, U.S. 
Department of Labor, 200 Constitution Avenue, NW., Room N-2625, 
Washington, DC 20210 (telephone: (202) 693-2350 (TTY number: (877) 889-
5627)); or the National Archives and Records Administration (``NARA''). 
(For information on the availability of this material at NARA, telephone 
(202) 741-6030 or access the NARA Web site at www.archives.gov/federal--
register/code--of--federal--regulations/ibr--locations.html). Copies may 
be purchased from the American Society of Agricultural Engineers 2950 
Niles Road, St. Joseph, MI 49085.
    (5) The upper edge of the bank shall be equipped with an 18-in. 
(457-mm) high ramp as described in Figure W-15 to assist in tipping the 
vehicle.
    (6) The front and rear wheel-tread settings, when adjustable, shall 
be at the position nearest to halfway between the minimum and maximum 
settings obtainable on the vehicle. When only two settings are 
obtainable, the minimum setting shall be used.
    (7) Vehicle overturn test--sideways and rearward. (i) The tractor 
shall be driven under its own power along the specified path of travel 
at a minimum speed of 10 mph (16 kph), or maximum vehicle speed when 
under 10 mph (16 kph), up the ramp as described in paragraph (d)(5) of 
this section to induce sideways overturn.
    (ii) Rear upset shall be induced by engine power with the tractor 
operating in gear to obtain 3 to 5 mph (4.8 to 8 kph) at maximum 
governed engine rpm, preferably by driving forward directly up a minimum 
slope of two vertical to one horizontal. The engine clutch may be used 
to aid in inducing the upset.
    (f) Other test procedures. When the field-upset test is not used to 
determine ROPS performance, either the static test or the dynamic test, 
contained in paragraph (g) or (h) of this section, shall be made.
    (g) Static test--(1) Test conditions. (i) The laboratory mounting 
base shall include that part of the tractor chassis to which the 
protective frame is attached, including the mounting parts.
    (ii) The protective frame shall be instrumented with the necessary 
equipment to obtain the required load-deflection data at the locations 
and directions specified in Figures W-16, W-17, and W-18.
    (iii) The protective frame and mounting connections shall be 
instrumented with the necessary recording equipment to obtain the 
required load-deflection data to be used in calculating FSB (see 
paragraph (j)(3) of this section). The gauges shall be placed on 
mounting connections before the installation load is applied.
    (2) Test procedure. (i) The side-load application shall be at the 
upper extremity of the frame upright at a 90[deg] angle to the 
centerline of the vehicle. The side load L shall be applied according to 
Figure W-16. L and D shall be recorded simultaneously. The test shall be 
stopped when:
    (A) The strain energy absorbed by the frame is equal to the required 
input energy (Eis);
    (B) Deflection of the frame exceeds the allowable deflection; or
    (C) The frame load limit occurs before the allowable deflection is 
reached in the side load.
    (ii) The L-D diagram (see Figure W-19 for an example) shall be 
constructed using the data obtained according to paragraph (g)(2)(i) of 
this section.
    (iii) The modified Lm-Dm diagram shall be constructed according to 
paragraph (g)(2)(ii) and Figure W-20 of this section. The strain energy 
absorbed by the frame (Eu) shall then be determined.
    (iv) Eis, FER, and FSB shall be calculated.
    (v) The test procedure shall be repeated on the same frame using L 
(rear input; see Figure W-18) and Eir. Rear-load application shall be 
distributed uniformly along a maximum projected dimension of 27 in. (686 
mm) and a maximum area of 160 sq. in. (1,032 sq. cm) normal to the 
direction of load application. The load shall be applied to the upper 
extremity of the frame at the point that is midway between the 
centerline of the seat and the inside of the frame upright.

[[Page 510]]

    (h) Dynamic test--(1) Test conditions. (i) The protective frame and 
tractor shall meet the requirements of paragraphs (e)(2) or (3) of this 
section, as appropriate.
    (ii) The dynamic loading shall be produced by using a 4,410-lb 
(2,000-kg) weight acting as a pendulum. The impact face of the weight 
shall be 27  1 in. by 27  1 
in. (686  25 mm by 686  25 
mm), and shall be constructed so that its center of gravity is within 
1.0 in. (25.4 mm) of its geometric center. The weight shall be suspended 
from a pivot point 18 to 22 ft (5.5 to 6.7 m) above the point of impact 
on the frame, and shall be conveniently and safely adjustable for height 
(see Figure W-21).
    (iii) For each phase of testing, the tractor shall be restrained 
from moving when the dynamic load is applied. The restraining members 
shall be 0.50- to 0.63-in. (12.5- to 16.0-mm) steel cable, and points 
for attaching restraining members shall be located an appropriate 
distance behind the rear axle and in front of the front axle to provide 
a 15[deg] to 30[deg] angle between the restraining cable and the 
horizontal. The restraining cables shall either be in the plane in which 
the center of gravity of the pendulum will swing, or more than one 
restraining cable shall give a resultant force in this plane (see Figure 
W-22).
    (iv) The wheel-tread setting shall comply with the requirements of 
paragraph (e)(6) of this section. The tires shall have no liquid 
ballast, and shall be inflated to the maximum operating pressure 
recommended by the tire manufacturer. With the specified tire inflation, 
the restraining cables shall be tightened to provide tire deflection of 
6 to 8 percent of the nominal tire-section width. After the vehicle is 
restrained properly, a wooden beam that is 6-in. x 6-in. (150 mm x 150 
mm) shall be driven tightly against the appropriate wheels and clamped. 
For the test to the side, an additional wooden beam shall be placed as a 
prop against the wheel nearest to the operator's station, and shall be 
secured to the floor so that when it is positioned against the wheel 
rim, it is at an angle of 25[deg] to 40[deg] to the horizontal. It shall 
have a length 20 to 25 times its depth, and a width two to three times 
its depth (see Figures W-22 and W-23).
    (v) Means shall be provided for indicating the maximum instantaneous 
deflection along the line of impact. A simple friction device is 
illustrated in Figure W-18.
    (vi) No repair or adjustments may be carried out during the test.
    (vii) When any cables, props, or blocking shift or break during the 
test, the test shall be repeated.
    (2) Test procedure. (i) General. The frame shall be evaluated by 
imposing dynamic loading to the rear, followed by a load to the side on 
the same frame. The pendulum dropped from the height (see the definition 
of ``H'' in paragraph (j)(3) of this section) imposes the dynamic load. 
The position of the pendulum shall be so selected that the initial point 
of impact on the frame shall be in line with the arc of travel of the 
center of gravity of the pendulum. A quick-release mechanism should be 
used but, when used, it shall not influence the attitude of the block.
    (ii) Impact at rear. The tractor shall be restrained properly 
according to paragraphs (h)(1)(iii) and (h)(1)(iv) of this section. The 
tractor shall be positioned with respect to the pivot point of the 
pendulum so that the pendulum is 20[deg] from the vertical prior to 
impact as shown in Figure W-22. The impact shall be applied to the upper 
extremity of the frame at the point that is midway between the 
centerline of the frame and the inside of the frame upright of a new 
frame.
    (iii) Impact at side. The blocking and restraining shall conform to 
paragraphs (h)(1)(iii) and (h)(1)(iv) of this section. The center point 
of impact shall be that structural member of the protective frame likely 
to hit the ground first in a sideways accidental upset. The side impact 
shall be applied to the side opposite that used for rear impact.
    (i) Performance requirements--(1) General. (i) The frame, overhead 
weather shield, fenders, or other parts in the operator area may be 
deformed in these tests, but shall not shatter or leave sharp edges 
exposed to the operator, or violate the dimensions shown in Figures W-16 
and W-17, and specified as follows:


[[Page 511]]


D = 2 in. (51 mm) inside of the frame upright to the vertical centerline 
    of the seat;
E = 30 in. (762 mm);
F = Not less than 0 in. (0 mm) and not more than 12 in. (305 mm), 
    measured at the centerline of the seat backrest to the crossbar 
    along the line of load application as shown in Figure W-17; and
G = 24 in. (610 mm).

    (ii) The material and design combination used in the protective 
structure must be such that the structure can meet all prescribed 
performance tests at 0 [deg]F (-18 [deg]C) according to 29 CFR 
1926.1001(f)(2)(iv).
    (2) Vehicle overturn performance requirements. The requirements of 
this paragraph (i) must be met in both side and rear overturns.
    (3) Static test performance requirements. Design factors shall be 
incorporated in each design to withstand an overturn test as specified 
by this paragraph (i). The structural requirements will be met generally 
when FER is greater than 1.0 and FSB is greater than K-1 in both side 
and rear loadings.
    (4) Dynamic test performance requirements. Design factors shall be 
incorporated in each design to withstand the overturn test specified by 
this paragraph (i). The structural requirements will be met generally 
when the dimensions in this paragraph (i) are used during both side and 
rear loads.
    (j) Definitions applicable to this section. (1) ``Agricultural 
tractor'' means a wheel-type vehicle of more than 20 engine horsepower, 
used in construction work, that is designed to furnish the power to 
pull, propel, or drive implements. (SAE standard J333a-1970 (``Operator 
protection for wheel-type agricultural and industrial tractors'') 
defines ``agricultural tractor'' as a ``wheel-type vehicle of more than 
20 engine horsepower designed to furnish the power to pull, carry, 
propel, or drive implements that are designed for agricultural usage.'' 
Since this part 1926 applies only to construction work, the SAE 
definition of ``agricultural tractor'' is adopted for purposes of this 
subpart.)
    (2) ``Industrial tractor'' means that class of wheel-type tractors 
of more than 20 engine horsepower (other than rubber-tired loaders and 
dozers described in 29 CFR 1926.1001), used in operations such as 
landscaping, construction services, loading, digging, grounds keeping, 
and highway maintenance.
    (3) The following symbols, terms, and explanations apply to this 
section:

Eis = Energy input to be absorbed during side loading in ft-
    lb (E[min]is in J [joules]);
Eis = 723 + 0.4 W ft-lb (E[min] is = 100 + 0.12 
    W[min] , J);
Eir = Energy input to be absorbed during rear loading in ft-
    lb (E[min] ir in J);
Eir = 0.47 W ft-lb (E[min] ir = 0.14 W', J);
W = Tractor weight as specified by 29 CFR 1926.1002(e)(1) and (e)(3), in 
    lb (W[min] , kg);
L = Static load, lb (kg);
D = Deflection under L, in. (mm);
L-D = Static load-deflection diagram;
Lm-Dm = Modified static load-deflection diagram 
    (Figure W-20). To account for an increase in strength due to an 
    increase in strain rate, raise L in the plastic range L x K;
K = Increase in yield strength induced by higher rate of loading (1.3 
    for hot, rolled, low-carbon steel 1010-1030). Low carbon is 
    preferable; however, when higher carbon or other material is used, K 
    must be determined in the laboratory. Refer to Norris, C.H., Hansen, 
    R.J., Holley, M.J., Biggs, J.M., Namyet, S., and Minami, J.V., 
    Structural Design for Dynamic Loads, McGraw-Hill, New York, 1959, p. 
    3;
Lmax = Maximum observed static load;
Load Limit = Point on a continuous L-D curve at which the observed 
    static load is 0.8 Lmax (refer to Figure W-19);
Eu = Strain energy absorbed by the frame, ft-lb (J); area 
    under the Lm-Dm curve;
FER = Factor of energy ratio, FER = EuEis; also, 
    FER = EuEir;
Pb = Maximum observed force in mounting connection under a 
    static load, L, lb (kg);
Pu = Ultimate force capacity of mounting connection, lb (kg);
FSB = Design margin for a mounting connection 
    (PuPb)-1; and
H = Vertical height of lift of 4,410-lb (2,000-kg) weight, in. (H[min], 
    mm). The weight shall be pulled back so that the height of its 
    center of gravity above the point of impact is defined

[[Page 512]]

    as follows: H = 4.92 + 0.00190 W (H[min] = 125 + 0.107 W[min]) (see 
    Figure W-24).

    (k) Source of standard. The standard in this section is derived 
from, and restates, in part, Society of Automotive Engineers (``SAE'') 
standard J334a-1970 (``Protective frame test procedures and performance 
requirements''). The SAE standard appears in the 1971 SAE Handbook, 
which may be examined at any OSHA regional office.

[70 FR 76985, Dec. 29, 2005, as amended at 71 FR 41129, July 20, 2006]



Sec. 1926.1003  Overhead protection for operators of agricultural and 

industrial tractors used in construction.

    (a) General--(1) Purpose. When overhead protection is provided on 
wheel-type agricultural and industrial tractors, the overhead protection 
shall be designed and installed according to the requirements contained 
in this section. The provisions of 29 CFR 1926.1001 for rubber-tired 
dozers and rubber-tired loaders may be used instead of the standards 
contained in this section. The purpose of this standard is to minimize 
the possibility of operator injury resulting from overhead hazards such 
as flying and falling objects, and at the same time to minimize the 
possibility of operator injury from the cover itself in the event of 
accidental upset.
    (2) Applicability. This standard applies to wheel-type agricultural 
and industrial tractors used in construction work (see 29 CFR 
1926.1002(b) and (j)). In the case of machines to which 29 CFR 1926.604 
(relating to site clearing) also applies, the overhead protection may be 
either the type of protection provided in 29 CFR 1926.604, or the type 
of protection provided by this section.
    (b) Overhead protection. When overhead protection is installed on 
wheel-type agricultural or industrial tractors used in construction 
work, it shall meet the requirements of this paragraph. The overhead 
protection may be constructed of a solid material. When grid or mesh is 
used, the largest permissible opening shall be such that the maximum 
circle that can be inscribed between the elements of the grid or mesh is 
1.5 in. (38 mm) in diameter. The overhead protection shall not be 
installed in such a way as to become a hazard in the case of upset.
    (c) Test procedures--general. (1) The requirements of 29 CFR 
1926.1002(d), (e), and (f) shall be met.
    (2) Static and dynamic rear load application shall be distributed 
uniformly along a maximum projected dimension of 27 in. (686 mm), and a 
maximum area of 160 sq. in. (1,032 sq. cm), normal to the direction of 
load application. The load shall be applied to the upper extremity of 
the frame at the point that is midway between the centerline of the seat 
and the inside of the frame upright.
    (3) The static and dynamic side load application shall be 
distributed uniformly along a maximum projected dimension of 27 in. (686 
mm), and a maximum area of 160 sq. in. (1,032 sq. cm), normal to the 
direction of load application. The direction of load application is the 
same as in 29 CFR 1926.1002 (g) and (h). To simulate the characteristics 
of the structure during an upset, the center of load application may be 
located from a point 24 in. (610 mm) (K) forward to 12 in. (305 mm) (L) 
rearward of the front of the seat backrest, to best use the structural 
strength (see Figure W-25).
    (d) Drop test procedures. (1) The same frame shall be subjected to 
the drop test following either the static or dynamic test.
    (2) A solid steel sphere or material of equivalent spherical 
dimension weighing 100 lb (45.4 kg) shall be dropped once from a height 
10 ft (3.08 m) above the overhead cover.
    (3) The point of impact shall be on the overhead cover at a point 
within the zone of protection as shown in Figure W-26, which is furthest 
removed from major structural members.
    (e) Crush test procedure. (1) The same frame shall be subjected to 
the crush test following the drop test and static or dynamic test.
    (2) The test load shall be applied as shown in Figure W-27, with the 
seat positioned as specified in 29 CFR 1926.1002(d)(4). Loading 
cylinders shall be mounted pivotally at both ends. Loads applied by each 
cylinder shall be equal within two percent, and the sum of the loads of 
the two cylinders shall be two times the tractor weight as set forth in 
29 CFR 1926.1002(e)(1). The

[[Page 513]]

maximum width of the beam illustrated in Figure W-27 shall be 6 in. (152 
mm).
    (f) Performance requirements. (1) General. The performance 
requirements set forth in 29 CFR 1926.1002(i)(2), (3), and (4) shall be 
met.
    (2) Drop test performance requirements. (i) Instantaneous 
deformation due to impact of the sphere shall not enter the protected 
zone as illustrated in Figures W-25, W-26, and W-28.
    (ii) In addition to the dimensions set forth in 29 CFR 
1926.1002(i)(1)(i), the following dimensions apply to Figure W-28:

H = 17.5 in. (444 mm); and
J = 2 in. (50.8 mm), measured from the outer periphery of the steering 
    wheel.

    (3) Crush test performance requirements. The protected zone as 
described in Figure W-28 must not be violated.
    (g) Source of standard. This standard is derived from, and restates, 
in part, the portions of Society of Automotive Engineers (``SAE'') 
standard J167-1970 (``Protective frame with overhead protection--test 
procedures and performance requirements''), which pertain to overhead 
protection requirements. The SAE standard appears in the 1971 SAE 
Handbook, which may be examined at any OSHA regional office.

[70 FR 76985, Dec. 29, 2005]



  Sec. Appendix A to Subpart W to Part 1926--Figures W-14 through W-28

[GRAPHIC] [TIFF OMITTED] TR20JY06.009


[[Page 514]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.010


[[Page 515]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.011


[[Page 516]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.012


[[Page 517]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.013

[GRAPHIC] [TIFF OMITTED] TR20JY06.014


[[Page 518]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.015


[[Page 519]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.016


[[Page 520]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.017


[[Page 521]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.018


[[Page 522]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.019


[[Page 523]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.020


[[Page 524]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.021


[[Page 525]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.022


[[Page 526]]


[GRAPHIC] [TIFF OMITTED] TR20JY06.023


[70 FR 76985, Dec. 29, 2005, as amended at 71 FR 41130, July 20, 2006]



                     Subpart X_Stairways and Ladders

    Authority: Section 107, Contract Work Hours and Safety Standards Act 
(Construction Safety Act) (40 U.S.C. 333); Secs. 4, 6, 8, Occupational 
Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); Secretary of 
Labor's Order No. 1-90 (55 FR 9033); and 29 CFR part 1911.

    Source: 55 FR 47687, Nov. 14, 1990, unless otherwise noted.



Sec. 1926.1050  Scope, application, and definitions applicable to this 

subpart.

    (a) Scope and application. This subpart applies to all stairways and 
ladders used in construction, alteration, repair (including painting and 
decorating), and demolition workplaces covered under 29 CFR part 1926, 
and also sets forth, in specified circumstances, when ladders and 
stairways are required to be provided. Additional requirements for 
ladders used on or with scaffolds are contained in subpart L--Scaffolds
    (b) Definitions. Cleat means a ladder crosspiece of rectangular 
cross section placed on edge upon which a person may step while 
ascending or descending a ladder.
    Double-cleat ladder means a ladder similar in construction to a 
single-cleat ladder, but with a center rail to allow simultaneous two-
way traffic for employees ascending or descending.
    Equivalent means alternative designs, materials, or methods that the 
employer can demonstrate will provide an equal or greater degree of 
safety for employees than the method or item specified in the standard.
    Extension trestle ladder means a self-supporting portable ladder, 
adjustable in length, consisting of a trestle ladder base and a 
vertically adjustable extension section, with a suitable means for 
locking the ladders together.

[[Page 527]]

    Failure means load refusal, breakage, or separation of component 
parts. Load refusal is the point where the structural members lose their 
ability to carry the loads.
    Fixed ladder means a ladder that cannot be readily moved or carried 
because it is an integral part of a building or structure. A side-step 
fixed ladder is a fixed ladder that requires a person getting off at the 
top to step to the side of the ladder side rails to reach the landing. A 
through fixed ladder is a fixed ladder that requires a person getting 
off at the top to step between the side rails of the ladder to reach the 
landing.
    Handrail means a rail used to provide employees with a handhold for 
support.
    Individual-rung/step ladders means ladders without a side rail or 
center rail support. Such ladders are made by mounting individual steps 
or rungs directly to the side or wall of the structure.
    Job-made ladder means a ladder that is fabricated by employees, 
typically at the construction site, and is not commercially 
manufactured. This definition does not apply to any individual-rung/step 
ladders.
    Ladder stand. A mobile fixed size self-supporting ladder consisting 
of a wide flat tread ladder in the form of stairs. The assenbly may 
include handrails.
    Lower levels means those areas to which an employee can fall from a 
stairway or ladder. Such areas include ground levels, floors, roofs, 
ramps, runways, excavations, pits, tanks, material, water, equipment, 
and similar surfaces. It does not include the surface from which the 
employee falls.
    Maximum intended load means the total load of all employees, 
equipment, tools, materials, transmitted loads, and other loads 
anticipated to be applied to a ladder component at any one time.
    Nosing means that portion of a tread projecting beyond the face of 
the riser immediately below.
    Point of access means all areas used by employees for work-related 
passage from one area or level to another. Such open areas include 
doorways, 1passageways, stairway openings, studded walls, and various 
other permanent or temporary openings used for such travel.
    Portable ladder means a ladder that can be readily moved or carried.
    Riser height means the vertical distance from the top of a tread to 
the top of the next higher tread or platform/landing or the distance 
from the top of a platform/landing to the top of the next higher tread 
or platform/landing.
    Side-step fixed ladder. See ``Fixed ladder.''
    Single-cleat ladder means a ladder consisting of a pair of side 
rails, connected together by cleats, rungs, or steps.
    Single-rail ladder means a portable ladder with rungs, cleats, or 
steps mounted on a single rail instead of the normal two rails used on 
most other ladders.
    Spiral stairway means a series of steps attached to a vertical pole 
and progressing upward in a winding fashion within a cylindrical space.
    Stairrail system means a vertical barrier erected along the 
unprotected sides and edges of a stariway to prevent employees from 
falling to lower levels. The top surface of a stairrail system may also 
be a ``handrail.''
    Step stool (ladder type) means a self-supporting, foldable, portable 
ladder, nonadjustable in length, 32 inches or less in overall size, with 
flat steps and without a pail shelf, designed to be climbed on the 
ladder top cap as well as all steps. The side rails may continue above 
the top cap.
    Through fixed ladder. See ``Fixed ladder.''
    Tread depth means the horizontal distance from front to back of a 
tread (excluding nosing, if any).
    Unprotected sides and edges means any side or edge (except at 
entrances to points of access) of a stairway where there is no stairrail 
system or wall 36 inches (.9 m) or more in height, and any side or edge 
(except at entrances to points of access) of a stairway landing, or 
ladder platform where there is no wall or guardrail system 39 inches (1 
m) or more in height.

[55 FR 47687, Nov. 14, 1990; 56 FR 2585, Jan. 23, 1991, as amended at 58 
FR 35184, June 30, 1993]

[[Page 528]]



Sec. 1926.1051  General requirements.

    (a) A stairway or ladder shall be provided at all personnel points 
of access where there is a break in elevation of 19 inches (48 cm) or 
more, and no ramp, runway, sloped embankment, or personnel hoist is 
provided.
    (1) Employees shall not use any spiral stairways that will not be a 
permanent part of the structure on which construction work is being 
performed.
    (2) A double-cleated ladder or two or more separate ladders shall be 
provided when ladders are the only mean of access or exit from a working 
area for 25 or more employees, or when a ladder is to serve simultaneous 
two-way traffic.
    (3) When a building or structure has only one point of access 
between levels, that point of access shall be kept clear to permit free 
passage of employees. When work must be performed or equipment must be 
used such that free passage at that point of access is restricted, a 
second point of access shall be provided and used.
    (4) When a building or structure has two or more points of access 
between levels, at least one point of access shall be kept clear to 
permit free passage of employees.
    (b) Employers shall provide and install all stairway and ladder fall 
protection systems required by this subpart and shall comply with all 
other pertinent requirements of this subpart before employees begin the 
work that necessitates the installation and use of stairways, ladders, 
and their respective fall protection systems.



Sec. 1926.1052  Stairways.

    (a) General. The following requirements apply to all stairways as 
indicated:
    (1) Stairways that will not be a permanent part of the structure on 
which construction work is being performed shall have landings of not 
less than 30 inches (76 cm) in the direction of travel and extend at 
least 22 inches (56 cm) in width at every 12 feet (3.7 m) or less of 
vertical rise.
    (2) Stairs shall be installed between 30[deg] and 50[deg] from 
horizontal.
    (3) Riser height and tread depth shall be uniform within each flight 
of stairs, including any foundation structure used as one or more treads 
of the stairs. Variations in riser height or tread depth shall not be 
over \1/4\-inch (0.6 cm) in any stairway system.
    (4) Where doors or gates open directly on a stairway, a platform 
shall be provided, and the swing of the door shall not reduce the 
effective width of the platform to less than 20 inches (51 cm).
    (5) Metal pan landings and metal pan treads, when used, shall be 
secured in place before filling with concrete or other material.
    (6) All parts of stairways shall be free of hazardous projections, 
such as protruding nails.
    (7) Slippery conditions on stairways shall be eliminated before the 
stairways are used to reach other levels.
    (b) Temporary service. The following requirements apply to all 
stairways as indicated:
    (1) Except during stairway construction, foot traffic is prohibited 
on stairways with pan stairs where the treads and/or landings are to be 
filled in with concrete or other material at a later date, unless the 
stairs are temporarily fitted with wood or other solid material at least 
to the top edge of each pan. Such temporary treads and landings shall be 
replaced when worn below the level of the top edge of the pan.
    (2) Except during stairway construction, foot traffic is prohibited 
on skeleton metal stairs where permanent treads and/or landings are to 
be installed at a later date, unless the stairs are fitted with secured 
temporary treads and landings long enough to cover the entire tread and/
or landing area.
    (3) Treads for temporary service shall be made of wood or other 
solid material, and shall be installed the full width and depth of the 
stair.
    (c) Stairrails and handrails. The following requirements apply to 
all stairways as indicated:
    (1) Stairways having four or more risers or rising more than 30 
inches (76 cm), whichever is less, shall be equipped with:
    (i) At least one handrail; and
    (ii) One stairrail system along each unprotected side or edge.
    Note: When the top edge of a stairrail system also serves as a 
handrail, paragraph (c)(7) of this section applies.

[[Page 529]]

    (2) Winding and spiral stairways shall be equipped with a handrail 
offset sufficiently to prevent walking on those portions of the 
stairways where the tread width is less than 6 inches (15 cm).
    (3) The height of stairrails shall be as follows:
    (i) Stairrails installed after March 15, 1991, shall be not less 
than 36 inches (91.5 cm) from the upper surface of the stairrail system 
to the surface of the tread, in line with the face of the riser at the 
forward edge of the tread.
    (ii) Stairrails installed before March 15, 1991, shall be not less 
than 30 inches (76 cm) nor more than 34 inches (86 cm) from the upper 
surface of the stairrail system to the surface of the tread, in line 
with the face of the riser at the forward edge of the tread.
    (4) Midrails, screens, mesh, intermediate vertical members, or 
equivalent intermediate structural members, shall be provided between 
the top rail of the stairrail system and the stairway steps.
    (i) Midrails, when used, shall be located at a height midway between 
the top edge of the stairrail system and the stairway steps.
    (ii) Screens or mesh, when used, shall extend from the top rail to 
the stairway step, and along the entire opening between top rail 
supports.
    (iii) When intermediate vertical members, such as balusters, are 
used between posts, they shall be not more than 19 inches (48 cm) apart.
    (iv) Other structural members, when used, shall be installed such 
that there are no openings in the stairrail system that are more than 19 
inches (48 cm) wide.
    (5) Handrails and the top rails of stairrail systems shall be 
capable of withstanding, without failure, a force of at least 200 pounds 
(890 n) applied within 2 inches (5 cm) of the top edge, in any downward 
or outward direction, at any point along the top edge.
    (6) The height of handrails shall be not more than 37 inches (94 cm) 
nor less than 30 inches (76 cm) from the upper surface of the handrail 
to the surface of the tread, in line with the face of the riser at the 
forward edge of the tread.
    (7) When the top edge of a stairrail system also serves as a 
handrail, the height of the top edge shall be not more than 37 inches 
(94 cm) nor less than 36 inches (91.5 cm) from the upper surface of the 
stairrail system to the surface of the tread, in line with the face of 
the riser at the forward edge of the tread.
    (8) Stairrail systems and handrails shall be so surfaced as to 
prevent injury to employees from punctures or lacerations, and to 
prevent snagging of clothing.
    (9) Handrails shall provide an adequate handhold for employees 
grasping them to avoid falling.
    (10) The ends of stairrail systems and handrails shall be 
constructed so as not to constitute a projection hazard.
    (11) Handrails that will not be a permanent part of the structure 
being built shall have a minimum clearance of 3 inches (8 cm) between 
the handrail and walls, stairrail systems, and other objects.
    (12) Unprotected sides and edges of stairway landings shall be 
provided with guardrail systems. Guardrail system criteria are contained 
in subpart M of this part.

[55 FR 47687, Nov. 14, 1990; 56 FR 2585, Jan. 23, 1991; 56 FR 5061, Feb. 
7, 1991; 56 FR 41794, Aug. 23, 1991]



Sec. 1926.1053  Ladders.

    (a) General. The following requirements apply to all ladders as 
indicated, including job-made ladders.
    (1) Ladders shall be capable of supporting the following loads 
without failure:
    (i) Each self-supporting portable ladder: At least four times the 
maximum intended load, except that each extra-heavy-duty type 1A metal 
or plastic ladder shall sustain at least 3.3 times the maximum intended 
load. The ability of a ladder to sustain the loads indicated in this 
paragraph shall be determined by applying or transmitting the requisite 
load to the ladder in a downward vertical direction. Ladders built and 
tested in conformance with the applicable provisions of appendix A of 
this subpart will be deemed to meet this requirement.
    (ii) Each portable ladder that is not self-supporting: At least four 
times the

[[Page 530]]

maximum intended load, except that each extra-heavy-duty type 1A metal 
or plastic ladders shall sustain at least 3.3 times the maximum intended 
load. The ability of a ladder to sustain the loads indicated in this 
paragraph shall be determined by applying or transmitting the requisite 
load to the ladder in a downward vertical direction when the ladder is 
placed at an angle of 75\1/2\ degrees from the horizontal. Ladders built 
and tested in conformance with the applicable provisions of appendix A 
will be deemed to meet this requirement.
    (iii) Each fixed ladder: At least two loads of 250 pounds (114 kg) 
each, concentrated between any two consecutive attachments (the number 
and position of additional concentrated loads of 250 pounds (114 kg) 
each, determined from anticipated usage of the ladder, shall also be 
included), plus anticipated loads caused by ice buildup, winds, rigging, 
and impact loads resulting from the use of ladder safety devices. Each 
step or rung shall be capable of supporting a single concentrated load 
of at least 250 pounds (114 kg) applied in the middle of the step or 
rung. Ladders built in conformance with the applicable provisions of 
appendix A will be deemed to meet this requirement.
    (2) Ladder rungs, cleats, and steps shall be parallel, level, and 
uniformly spaced when the ladder is in position for use.
    (3)(i) Rungs, cleats, and steps of portable ladders (except as 
provided below) and fixed ladders (including individual-rung/step 
ladders) shall be spaced not less than 10 inches (25 cm) apart, nor more 
than 14 inches (36 cm) apart, as measured between center lines of the 
rungs, cleats, and steps.
    (ii) Rungs, cleats, and steps of step stools shall be not less than 
8 inches (20 cm) apart, nor more than 12 inches (31 cm) apart, as 
measured between center lines of the rungs, cleats, and steps.
    (iii) Rungs, cleats, and steps of the base section of extension 
trestle ladders shall not be less than 8 inches (20 cm) nor more than 18 
inches (46 cm) apart, as measured between center lines of the rungs, 
cleats, and steps. The rung spacing on the extension section of the 
extension trestle ladder shall be not less than 6 inches (15 cm) nor 
more than 12 inches (31 cm), as measured between center lines of the 
rungs, cleats, and steps.
    (4)(i) The minimum clear distance between the sides of individual-
rung/step ladders and the minimum clear distance between the side rails 
of other fixed ladders shall be 16 inches (41 cm).
    (ii) The minimum clear distance between side rails for all portable 
ladders shall be 11\1/2\ inches (29 cm).
    (5) The rungs of individual-rung/step ladders shall be shaped such 
that employees' feet cannot slide off the end of the rungs.
    (6)(i) The rungs and steps of fixed metal ladders manufactured after 
March 15, 1991, shall be corrugated, knurled, dimpled, coated with skid-
resistant material, or otherwise treated to minimize slipping.
    (ii) The rungs and steps of portable metal ladders shall be 
corrugated, knurled, dimpled, coated with skid-resistant material, or 
otherwise treated to minimize slipping.
    (7) Ladders shall not be tied or fastened together to provide longer 
sections unless they are specifically designed for such use.
    (8) A metal spreader or locking device shall be provided on each 
stepladder to hold the front and back sections in an open position when 
the ladder is being used.
    (9) When splicing is required to obtain a given length of side rail, 
the resulting side rail must be at least equivalent in strength to a 
one-piece side rail made of the same material.
    (10) Except when portable ladders are used to gain access to fixed 
ladders (such as those on utility towers, billboards, and other 
structures where the bottom of the fixed ladder is elevated to limit 
access), when two or more separate ladders are used to reach an elevated 
work area, the ladders shall be offset with a platform or landing 
between the ladders. (The requirements to have guardrail systems with 
toeboards for falling object and overhead protection on platforms and 
landings are set forth in subpart M of this part.)
    (11) Ladder components shall be surfaced so as to prevent injury to 
an employee from punctures or lacerations, and to prevent snagging of 
clothing.

[[Page 531]]

    (12) Wood ladders shall not be coated with any opaque covering, 
except for identification or warning labels which may be placed on one 
face only of a side rail.
    (13) The minimum perpendicular clearance between fixed ladder rungs, 
cleats, and steps, and any obstruction behind the ladder shall be 7 
inches (18 cm), except in the case of an elevator pit ladder, for which 
a minimum perpendicular clearance of 4\1/2\ inches (11 cm) is required.
    (14) The minimum perpendicular clearance between the center line of 
fixed ladder rungs, cleats, and steps, and any obstruction on the 
climbing side of the ladder shall be 30 inches (76 cm), except as 
provided in paragraph (a)(15) of this section.
    (15) When unavoidable obstructions are encountered, the minimum 
perpendicular clearance between the centerline of fixed ladder rungs, 
cleats, and steps, and the obstruction on the climbing side of the 
ladder may be reduced to 24 inches (61 cm), provided that a deflection 
device is installed to guide employees around the obstruction.
    (16) Through fixed ladders at their point of access/egress shall 
have a step-across distance of not less than 7 inches (18 cm) nor more 
than 12 inches (30 cm) as measured from the centerline of the steps or 
rungs to the nearest edge of the landing area. If the normal step-across 
distance exceeds 12 inches (30 cm), a landing platform shall be provided 
to reduce the distance to the specified limit.
    (17) Fixed ladders without cages or wells shall have a clear width 
to the nearest permanent object of at least 15 inches (38 cm) on each 
side of the centerline of the ladder.
    (18) Fixed ladders shall be provided with cages, wells, ladder 
safety devices, or self-retracting lifelines where the length of climb 
is less than 24 feet (7.3 m) but the top of the ladder is at a distance 
greater than 24 feet (7.3 m) above lower levels.
    (19) Where the total length of a climb equals or exceeds 24 feet 
(7.3 m), fixed ladders shall be equipped with one of the following:
    (i) Ladder safety devices; or
    (ii) Self-retracting lifelines, and rest platforms at intervals not 
to exceed 150 feet (45.7 m); or
    (iii) A cage or well, and multiple ladder sections, each ladder 
section not to exceed 50 feet (15.2 m) in length. Ladder sections shall 
be offset from adjacent sections, and landing platforms shall be 
provided at maximum intervals of 50 feet (15.2 m).
    (20) Cages for fixed ladders shall conform to all of the following:
    (i) Horizontal bands shall be fastened to the side rails of rail 
ladders, or directly to the structure, building, or equipment for 
individual-rung ladders;
    (ii) Vertical bars shall be on the inside of the horizontal bands 
and shall be fastened to them;
    (iii) Cages shall extend not less than 27 inches (68 cm), or more 
than 30 inches (76 cm) from the centerline of the step or rung 
(excluding the flare at the bottom of the cage), and shall not be less 
than 27 inches (68 cm) in width;
    (iv) The inside of the cage shall be clear of projections;
    (v) Horizontal bands shall be spaced not more than 4 feet (1.2 m) on 
center vertically;
    (vi) Vertical bars shall be spaced at intervals not more than 9\1/2\ 
inches (24 cm) on center horizontally;
    (vii) The bottom of the cage shall be at a level not less than 7 
feet (2.1 m) nor more than 8 feet (2.4 m) above the point of access to 
the bottom of the ladder. The bottom of the cage shall be flared not 
less than 4 inches (10 cm) all around within the distance between the 
bottom horizontal band and the next higher band;
    (viii) The top of the cage shall be a minimum of 42 inches (1.1 m) 
above the top of the platform, or the point of access at the top of the 
ladder, with provision for access to the platform or other point of 
access.
    (21) Wells for fixed ladders shall conform to all of the following:
    (i) They shall completely encircle the ladder;
    (ii) They shall be free of projections;
    (iii) Their inside face on the climbing side of the ladder shall 
extend not less than 27 inches (68 cm) nor more than 30 inches (76 cm) 
from the centerline of the step or rung;

[[Page 532]]

    (iv) The inside clear width shall be at least 30 inches (76 cm);
    (v) The bottom of the wall on the access side shall start at a level 
not less than 7 feet (2.1 m) nor more than 8 feet (2.4 m) above the 
point of access to the bottom of the ladder.
    (22) Ladder safety devices, and related support systems, for fixed 
ladders shall conform to all of the following:
    (i) They shall be capable of withstanding without failure a drop 
test consisting of an 18-inch (41 cm) drop of a 500-pound (226 kg) 
weight;
    (ii) They shall permit the employee using the device to ascend or 
descend without continually having to hold, push or pull any part of the 
device, leaving both hands free for climbing;
    (iii) They shall be activated within 2 feet (.61 m) after a fall 
occurs, and limit the descending velocity of an employee to 7 feet/sec. 
(2.1 m/sec.) or less;
    (iv) The connection between the carrier or lifeline and the point of 
attachment to the body belt or harness shall not exceed 9 inches (23 cm) 
in length.
    (23) The mounting of ladder safety devices for fixed ladders shall 
conform to the following:
    (i) Mountings for rigid carriers shall be attached at each end of 
the carrier, with intermediate mountings, as necessary, spaced along the 
entire length of the carrier, to provide the strength necessary to stop 
employees' falls.
    (ii) Mountings for flexible carriers shall be attached at each end 
of the carrier. When the system is exposed to wind, cable guides for 
flexible carriers shall be installed at a minimum spacing of 25 feet 
(7.6 m) and maximum spacing of 40 feet (12.2 m) along the entire length 
of the carrier, to prevent wind damage to the system.
    (iii) The design and installation of mountings and cable guides 
shall not reduce the design strength of the ladder.
    (24) The side rails of through or side-step fixed ladders shall 
extend 42 inches (1.1 m) above the top of the access level or landing 
platform served by the ladder. For a parapet ladder, the access level 
shall be the roof if the parapet is cut to permit passage through the 
parapet; if the parapet is continuous, the access level shall be the top 
of the parapet.
    (25) For through-fixed-ladder extensions, the steps or rungs shall 
be omitted from the extension and the extension of the side rails shall 
be flared to provide not less than 24 inches (61 cm) nor more than 30 
inches (76 cm) clearance between side rails. Where ladder safety devices 
are provided, the maximum clearance between side rails of the extensions 
shall not exceed 36 inches (91 cm).
    (26) For side-step fixed ladders, the side rails and the steps or 
rungs shall be continuous in the extension.
    (27) Individual-rung/step ladders, except those used where their 
access openings are covered with manhole covers or hatches, shall extend 
at least 42 inches (1.1 m) above an access level or landing platform 
either by the continuation of the rung spacings as horizontal grab bars 
or by providing vertical grab bars that shall have the same lateral 
spacing as the vertical legs of the rungs.
    (b) Use. The following requirements apply to the use of all ladders, 
including job-made ladders, except as otherwise indicated:
    (1) When portable ladders are used for access to an upper landing 
surface, the ladder side rails shall extend at least 3 feet (.9 m) above 
the upper landing surface to which the ladder is used to gain access; 
or, when such an extension is not possible because of the ladder's 
length, then the ladder shall be secured at its top to a rigid support 
that will not deflect, and a grasping device, such as a grabrail, shall 
be provided to assist employees in mounting and dismounting the ladder. 
In no case shall the extension be such that ladder deflection under a 
load would, by itself, cause the ladder to slip off its support.
    (2) Ladders shall be maintained free of oil, grease, and other 
slipping hazards.
    (3) Ladders shall not be loaded beyond the maximum intended load for 
which they were built, nor beyond their manufacturer's rated capacity.
    (4) Ladders shall be used only for the purpose for which they were 
designed.
    (5)(i) Non-self-supporting ladders shall be used at an angle such 
that the

[[Page 533]]

horizontal distance from the top support to the foot of the ladder is 
approximately one-quarter of the working length of the ladder (the 
distance along the ladder between the foot and the top support).
    (ii) Wood job-made ladders with spliced side rails shall be used at 
an angle such that the horizontal distance is one-eighth the working 
length of the ladder.
    (iii) Fixed ladders shall be used at a pitch no greater than 90 
degrees from the horizontal, as measured to the back side of the ladder.
    (6) Ladders shall be used only on stable and level surfaces unless 
secured to prevent accidental displacement.
    (7) Ladders shall not be used on slippery surfaces unless secured or 
provided with slip-resistant feet to prevent accidental displacement. 
Slip-resistant feet shall not be used as a substitute for care in 
placing, lashing, or holding a ladder that is used upon slippery 
surfaces including, but not limited to, flat metal or concrete surfaces 
that are constructed so they cannot be prevented from becoming slippery.
    (8) Ladders placed in any location where they can be displaced by 
workplace activities or traffic, such as in passageways, doorways, or 
driveways, shall be secured to prevent accidental displacement, or a 
barricade shall be used to keep the activities or traffic away from the 
ladder.
    (9) The area around the top and bottom of ladders shall be kept 
clear.
    (10) The top of a non-self-supporting ladder shall be placed with 
the two rails supported equally unless it is equipped with a single 
support attachment.
    (11) Ladders shall not be moved, shifted, or extended while 
occupied.
    (12) Ladders shall have nonconductive siderails if they are used 
where the employee or the ladder could contact exposed energized 
electrical equipment, except as provided in Sec. 1926.951(c)(1) of this 
part.
    (13) The top or top step of a stepladder shall not be used as a 
step.
    (14) Cross-bracing on the rear section of stepladders shall not be 
used for climbing unless the ladders are designed and provided with 
steps for climbing on both front and rear sections.
    (15) Ladders shall be inspected by a competent person for visible 
defects on a periodic basis and after any occurrence that could affect 
their safe use.
    (16) Portable ladders with structural defects, such as, but not 
limited to, broken or missing rungs, cleats, or steps, broken or split 
rails, corroded components, or other faulty or defective components, 
shall either be immediately marked in a manner that readily identifies 
them as defective, or be tagged with ``Do Not Use'' or similar language, 
and shall be withdrawn from service until repaired.
    (17) Fixed ladders with structural defects, such as, but not limited 
to, broken or missing rungs, cleats, or steps, broken or split rails, or 
corroded components, shall be withdrawn from service until repaired. The 
requirement to withdraw a defective ladder from service is satisfied if 
the ladder is either:
    (i) Immediately tagged with ``Do Not Use'' or similar language,
    (ii) Marked in a manner that readily identifies it as defective;
    (iii) Or blocked (such as with a plywood attachment that spans 
several rungs).
    (18) Ladder repairs shall restore the ladder to a condition meeting 
its original design criteria, before the ladder is returned to use.
    (19) Single-rail ladders shall not be used.
    (20) When ascending or descending a ladder, the user shall face the 
ladder.
    (21) Each employee shall use at least one hand to grasp the ladder 
when progressing up and/or down the ladder.
    (22) An employee shall not carry any object or load that could cause 
the employee to lose balance and fall.

[55 FR 47687, Nov. 14, 1990; 56 FR 2585, Jan. 23, 1991, as amended at 56 
FR 41794, Aug. 23, 1991]



Sec. Sec. 1926.1054-1926.1059  [Reserved]



Sec. 1926.1060  Training requirements.

    The following training provisions clarify the requirements of Sec. 
1926.21(b)(2), regarding the hazards addressed in subpart X.
    (a) The employer shall provide a training program for each employee

[[Page 534]]

using ladders and stairways, as necessary. The program shall enable each 
employee to recognize hazards related to ladders and stairways, and 
shall train each employee in the procedures to be followed to minimize 
these hazards.
    (1) The employer shall ensure that each employee has been trained by 
a competent person in the following areas, as applicable:
    (i) The nature of fall hazards in the work area;
    (ii) The correct procedures for erecting, maintaining, and 
disassembling the fall protection systems to be used;
    (iii) The proper construction, use, placement, and care in handling 
of all stairways and ladders;
    (iv) The maximum intended load-carrying capacities of ladders used; 
and
    (v) The standards contained in this subpart.
    (b) Retraining shall be provided for each employee as necessary so 
that the employee maintains the understanding and knowledge acquired 
through compliance with this section.



           Sec. Appendix A to Subpart X of Part 1926--Ladders

    This appendix serves as a non-mandatory guideline to assist 
employers in complying with the ladder loading and strength requirements 
of Sec. 1926.1053(a)(1). A ladder designed and built in accordance with 
the applicable national consensus standards, as set forth below, will be 
considered to meet the requirements of Sec. 1926.1053(a)(1):
     Manufactured portable wood ladders: American 
National Standards Institute (ANSI) A14.1-1982--American National 
Standard for Ladders-Portable Wood-Safety Requirements.
     Manufactured portable metal ladders: ANSI A14.2-
1982--American National Standard for Ladders--Portable Metal-Safety 
Requirements.
     Manufactured fixed ladders: ANSI A14.3-1984--
American National Standard for Ladders-Fixed-Safety Requirements.
     Job-made ladders: ANSI A14.4-1979--Safety 
Requirements for Job-Made Ladders.
     Plastic ladders: ANSI A14.5-1982--American 
National Standard for Ladders-Portable Reinforced Plastic-Safety 
Requirements.



                            Subpart Y_Diving

    Authority: Sections 4, 6, and 8 of the Occupational Safety and 
Health Act of 1970 (29 U.S.C. 653, 655, 657); Sec. 107, Contract Work 
Hours and Safety Standards Act (the Construction Safety Standards Act) 
(40 U.S.C. 333); Sec. 41, Longshore and Harbor Workers' Compensation Act 
(33 U.S.C. 941); Secretary of Labor's Order No. 12-71 (36 FR 8754), 8-76 
(41 FR 25059), 9-83 (48 FR 35736), 1-90 (55 FR 9033), 3-2000 (65 FR 
50017) or 5-2002 (67 FR 65008) as applicable; and 29 CFR part 1911.

    Source: 58 FR 35184, June 30, 1993, unless otherwise noted.

                                 General



Sec. 1926.1071  Scope and application.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.401 of this 
chapter.

[61 FR 31432, June 20, 1996]



Sec. 1926.1072  Definitions.

    Note: The provisions applicable to construction work under this 
section are identical to those set forth at Sec. 1910.402 of this 
chapter.

[61 FR 31432, June 20, 1996]

                         Personnel Requirements



Sec. 1926.1076  Qualifications of dive team.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.410 of this 
chapter.

[61 FR 31432, June 20, 1996]

                      General Operations Procedures



Sec. 1926.1080  Safe practices manual.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.420 of this 
chapter.

[61 FR 31432, June 20, 1996]



Sec. 1926.1081  Pre-dive procedures.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.421 of this 
chapter.

[61 FR 31432, June 20, 1996]



Sec. 1926.1082  Procedures during dive.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.422 of this 
chapter.

[61 FR 31432, June 20, 1996]

[[Page 535]]



Sec. 1926.1083  Post-dive procedures.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.423 of this 
chapter.

[61 FR 31432, June 20, 1996]

                     Specific Operations Procedures



Sec. 1926.1084  SCUBA diving.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.424 of this 
chapter.

[61 FR 31432, June 20, 1996]



Sec. 1926.1085  Surface-supplied air diving.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.425 of this 
chapter.

[61 FR 31432, June 20, 1996]



Sec. 1926.1086  Mixed-gas diving.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.426 of this 
chapter.

[61 FR 31432, June 20, 1996]



Sec. 1926.1087  Liveboating.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.427 of this 
chapter.

[61 FR 31432, June 20, 1996]

                  Equipment Procedures and Requirements



Sec. 1926.1090  Equipment.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.430 of this 
chapter.

[61 FR 31432, June 20, 1996]

                              Recordkeeping



Sec. 1926.1091  Recordkeeping requirements.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.440 of this 
chapter.

[61 FR 31432, June 20, 1996]



Sec. Appendix A to Subpart Y of Part 1926--Examples of Conditions Which 
         May Restrict or Limit Exposure to Hyperbaric Conditions

    Note: The requirements applicable to construction work under this 
appendix A are identical to those set forth at Appendix A to Subpart T 
of part 1910 of this chapter.

[61 FR 31432, June 20, 1996]



  Sec. Appendix B to Subpart Y of Part 1926--Guidelines for Scientific 
                                 Diving

    Note: The requirements applicable to construction work under this 
appendix B are identical to those set forth at Appendix B to Subpart T 
of part 1910 of this chapter.

[61 FR 31433, June 20, 1996]



                Subpart Z_Toxic and Hazardous Substances

    Authority: Section 3704 of the Contract Work Hours and Safety 
Standards Act (40 U.S.C. 3701 et seq.); Sections 4, 6, and 8 of the 
Occupational Safety and Health Act of 1970 (29 U.S.C. 653, 655, 657); 
Secretary of Labor's Orders 12-71 (36 FR 8754), 8-76 (41 FR 25059), 9-83 
(48 FR 35736), 1-90 (55 FR 9033), 6-96 (62 FR 111), 3-2000 (62 FR 
50017), 5-2002 (67 FR 65008), or 5-2007 (71 FR 31160), as applicable; 
and 29 CFR part 11.
    Section 1926.1102 of 29 CFR not issued under 29 U.S.C. 655 or 29 CFR 
part 1911; also issued under 5 U.S.C. 553.

    Source: 58 FR 35190, June 30, 1993, unless otherwise noted.



Sec. 1926.1100  [Reserved]



Sec. 1926.1101  Asbestos.

    (a) Scope and application. This section regulates asbestos exposure 
in all work as defined in 29 CFR 1910.12(b), including but not limited 
to the following:
    (1) Demolition or salvage of structures where asbestos is present;
    (2) Removal or encapsulation of materials containing asbestos;
    (3) Construction, alteration, repair, maintenance, or renovation of 
structures, substrates, or portions thereof, that contain asbestos;
    (4) Installation of products containing asbestos;
    (5) Asbestos spill/emergency cleanup; and
    (6) Transportation, disposal, storage, containment of and 
housekeeping activities involving asbestos or products

[[Page 536]]

containing asbestos, on the site or location at which construction 
activities are performed.
    (7) Coverage under this standard shall be based on the nature of the 
work operation involving asbestos exposure.
    (8) This section does not apply to asbestos-containing asphalt roof 
coatings, cements and mastics.
    (b) Definitions.
    Aggressive method means removal or disturbance of building material 
by sanding, abrading, grinding or other method that breaks, crumbles, or 
disintegrates intact ACM.
    Amended water means water to which surfactant (wetting agent) has 
been added to increase the ability of the liquid to penetrate ACM.
    Asbestos includes chrysotile, amosite, crocidolite, tremolite 
asbestos, anthophyllite asbestos, actinolite asbestos, and any of these 
minerals that has been chemically treated and/or altered. For purposes 
of this standard, ``asbestos'' includes PACM, as defined below.
    Asbestos-containing material (ACM), means any material containing 
more than one percent asbestos.
    Assistant Secretary means the Assistant Secretary of Labor for 
Occupational Safety and Health, U.S. Department of Labor, or designee.
    Authorized person means any person authorized by the employer and 
required by work duties to be present in regulated areas.
    Building/facility owner is the legal entity, including a lessee, 
which exercises control over management and record keeping functions 
relating to a building and/or facility in which activities covered by 
this standard take place.
    Certified Industrial Hygienist (CIH) means one certified in the 
practice of industrial hygiene by the American Board of Industrial 
Hygiene.
    Class I asbestos work means activities involving the removal of TSI 
and surfacing ACM and PACM.
    Class II asbestos work means activities involving the removal of ACM 
which is not thermal system insulation or surfacing material. This 
includes, but is not limited to, the removal of asbestos-containing 
wallboard, floor tile and sheeting, roofing and siding shingles, and 
construction mastics.
    Class III asbestos work means repair and maintenance operations, 
where ``ACM'', including TSI and surfacing ACM and PACM, is likely to be 
disturbed.
    Class IV asbestos work means maintenance and custodial activities 
during which employees contact but do not disturb ACM or PACM and 
activities to clean up dust, waste and debris resulting from Class I, 
II, and III activities.
    Clean room means an uncontaminated room having facilities for the 
storage of employees' street clothing and uncontaminated materials and 
equipment.
    Closely resemble means that the major workplace conditions which 
have contributed to the levels of historic asbestos exposure, are no 
more protective than conditions of the current workplace.
    Competent person means, in addition to the definition in 29 CFR 
1926.32 (f), one who is capable of identifying existing asbestos hazards 
in the workplace and selecting the appropriate control strategy for 
asbestos exposure, who has the authority to take prompt corrective 
measures to eliminate them, as specified in 29 CFR 1926.32(f): in 
addition, for Class I and Class II work who is specially trained in a 
training course which meets the criteria of EPA's Model Accreditation 
Plan (40 CFR part 763) for supervisor, or its equivalent and, for Class 
III and Class IV work, who is trained in a manner consistent with EPA 
requirements for training of local education agency maintenance and 
custodial staff as set forth at 40 CFR 763.92 (a)(2).
    Critical barrier means one or more layers of plastic sealed over all 
openings into a work area or any other similarly placed physical barrier 
sufficient to prevent airborne asbestos in a work area from migrating to 
an adjacent area.
    Decontamination area means an enclosed area adjacent and connected 
to the regulated area and consisting of an equipment room, shower area, 
and clean room, which is used for the decontamination of workers, 
materials, and equipment that are contaminated with asbestos.

[[Page 537]]

    Demolition means the wrecking or taking out of any load-supporting 
structural member and any related razing, removing, or stripping of 
asbestos products.
    Director means the Director, National Institute for Occupational 
Safety and Health, U.S. Department of Health and Human Services, or 
designee.
    Disturbance means activities that disrupt the matrix of ACM or PACM, 
crumble or pulverize ACM or PACM, or generate visible debris from ACM or 
PACM. In no event shall the amount of ACM or PACM so disturbed exceed 
that which can be contained in one glove bag or waste bag which shall 
not exceed 60 inches in length and width.
    Employee exposure means that exposure to airborne asbestos that 
would occur if the employee were not using respiratory protective 
equipment.
    Equipment room (change room) means a contaminated room located 
within the decontamination area that is supplied with impermeable bags 
or containers for the disposal of contaminated protective clothing and 
equipment.
    Fiber means a particulate form of asbestos, 5 micrometers or longer, 
with a length-to-diameter ratio of at least 3 to 1.
    Glovebag means not more than a 60x60 inch impervious plastic bag-
like enclosure affixed around an asbestos-containing material, with 
glove-like appendages through which material and tools may be handled.
    High-efficiency particulate air (HEPA) filter means a filter capable 
of trapping and retaining at least 99.97 percent of all mono-dispersed 
particles of 0.3 micrometers in diameter.
    Homogeneous area means an area of surfacing material or thermal 
system insulation that is uniform in color and texture.
    Industrial hygienist means a professional qualified by education, 
training, and experience to anticipate, recognize, evaluate and develop 
controls for occupational health hazards.
    Intact means that the ACM has not crumbled, been pulverized, or 
otherwise deteriorated so that the asbestos is no longer likely to be 
bound with its matrix.
    Modification for purposes of paragraph (g)(6)(ii), means a changed 
or altered procedure, material or component of a control system, which 
replaces a procedure, material or component of a required system. 
Omitting a procedure or component, or reducing or diminishing the 
stringency or strength of a material or component of the control system 
is not a ``modification'' for purposes of paragraph (g)(6) of this 
section.
    Negative Initial Exposure Assessment means a demonstration by the 
employer, which complies with the criteria in paragraph (f)(2)(iii) of 
this section, that employee exposure during an operation is expected to 
be consistently below the PELs.
    PACM means ``presumed asbestos containing material''.
    Presumed Asbestos Containing Material means thermal system 
insulation and surfacing material found in buildings constructed no 
later than 1980. The designation of a material as ``PACM'' may be 
rebutted pursuant to paragraph (k)(5) of this section.
    Project Designer means a person who has successfully completed the 
training requirements for an abatement project designer established by 
40 U.S.C. 763.90(g).
    Regulated area means: an area established by the employer to 
demarcate areas where Class I, II, and III asbestos work is conducted, 
and any adjoining area where debris and waste from such asbestos work 
accumulate; and a work area within which airborne concentrations of 
asbestos, exceed or there is a reasonable possibility they may exceed 
the permissible exposure limit. Requirements for regulated areas are set 
out in paragraph (e) of this section.
    Removal means all operations where ACM and/or PACM is taken out or 
stripped from structures or substrates, and includes demolition 
operations.
    Renovation means the modifying of any existing structure, or portion 
thereof.
    Repair means overhauling, rebuilding, reconstructing, or 
reconditioning of structures or substrates, including encapsulation or 
other repair of ACM or PACM attached to structures or substrates.

[[Page 538]]

    Surfacing material means material that is sprayed, troweled-on or 
otherwise applied to surfaces (such as acoustical plaster on ceilings 
and fireproofing materials on structural members, or other materials on 
surfaces for acoustical, fireproofing, and other purposes).
    Surfacing ACM means surfacing material which contains more than 1% 
asbestos.
    Thermal system insulation (TSI) means ACM applied to pipes, 
fittings, boilers, breeching, tanks, ducts or other structural 
components to prevent heat loss or gain.
    Thermal system insulation ACM is thermal system insulation which 
contains more than 1% asbestos.
    (c) Permissible exposure limits (PELS)--(1) Time-weighted average 
limit (TWA). The employer shall ensure that no employee is exposed to an 
airborne concentration of asbestos in excess of 0.1 fiber per cubic 
centimeter of air as an eight (8) hour time-weighted average (TWA), as 
determined by the method prescribed in Appendix A to this section, or by 
an equivalent method.
    (2) Excursion limit. The employer shall ensure that no employee is 
exposed to an airborne concentration of asbestos in excess of 1.0 fiber 
per cubic centimeter of air (1 f/cc) as averaged over a sampling period 
of thirty (30) minutes, as determined by the method prescribed in 
Appendix A to this section, or by an equivalent method.
    (d) Multi-employer worksites. (1) On multi-employer worksites, an 
employer performing work requiring the establishment of a regulated area 
shall inform other employers on the site of the nature of the employer's 
work with asbestos and/or PACM, of the existence of and requirements 
pertaining to regulated areas, and the measures taken to ensure that 
employees of such other employers are not exposed to asbestos.
    (2) Asbestos hazards at a multi-employer work site shall be abated 
by the contractor who created or controls the source of asbestos 
contamination. For example, if there is a significant breach of an 
enclosure containing Class I work, the employer responsible for erecting 
the enclosure shall repair the breach immediately.
    (3) In addition, all employers of employees exposed to asbestos 
hazards shall comply with applicable protective provisions to protect 
their employees. For example, if employees working immediately adjacent 
to a Class I asbestos job are exposed to asbestos due to the inadequate 
containment of such job, their employer shall either remove the 
employees from the area until the enclosure breach is repaired; or 
perform an initial exposure assessment pursuant to (f) of this section.
    (4) All employers of employees working adjacent to regulated areas 
established by another employer on a multi-employer work-site, shall 
take steps on a daily basis to ascertain the integrity of the enclosure 
and/or the effectiveness of the control method relied on by the primary 
asbestos contractor to assure that asbestos fibers do not migrate to 
such adjacent areas.
    (5) All general contractors on a construction project which includes 
work covered by this standard shall be deemed to exercise general 
supervisory authority over the work covered by this standard, even 
though the general contractor is not qualified to serve as the asbestos 
``competent person'' as defined by paragraph (b) of this section. As 
supervisor of the entire project, the general contractor shall ascertain 
whether the asbestos contractor is in compliance with this standard, and 
shall require such contractor to come into compliance with this standard 
when necessary.
    (e) Regulated areas. (1) All Class I, II and III asbestos work shall 
be conducted within regulated areas. All other operations covered by 
this standard shall be conducted within a regulated area where airborne 
concentrations of asbestos exceed, or there is a reasonable possibility 
they may exceed a PEL. Regulated areas shall comply with the 
requirements of paragraphs (2), (3),(4) and (5) of this section.
    (2) Demarcation. The regulated area shall be demarcated in any 
manner that minimizes the number of persons within the area and protects 
persons outside the area from exposure to airborne asbestos. Where 
critical barriers or negative pressure enclosures are used, they may 
demarcate the regulated area. Signs shall be provided and

[[Page 539]]

displayed pursuant to the requirements of paragraph (k)(7) of this 
section.
    (3) Access. Access to regulated areas shall be limited to authorized 
persons and to persons authorized by the Act or regulations issued 
pursuant thereto.
    (4) Respirators. All persons entering a regulated area where 
employees are required pursuant to paragraph (h)(1) of this section to 
wear respirators shall be supplied with a respirator selected in 
accordance with paragraph (h)(2) of this section.
    (5) Prohibited activities. The employer shall ensure that employees 
do not eat, drink, smoke, chew tobacco or gum, or apply cosmetics in the 
regulated area.
    (6) Competent Persons. The employer shall ensure that all asbestos 
work performed within regulated areas is supervised by a competent 
person, as defined in paragraph (b) of this section. The duties of the 
competent person are set out in paragraph (o) of this section.
    (f) Exposure assessments and monitoring--(1) General monitoring 
criteria. (i) Each employer who has a workplace or work operation where 
exposure monitoring is required under this section shall perform 
monitoring to determine accurately the airborne concentrations of 
asbestos to which employees may be exposed.
    (ii) Determinations of employee exposure shall be made from 
breathing zone air samples that are representative of the 8-hour TWA and 
30-minute short-term exposures of each employee.
    (iii) Representative 8-hour TWA employee exposure shall be 
determined on the basis of one or more samples representing full-shift 
exposure for employees in each work area. Representative 30-minute 
short-term employee exposures shall be determined on the basis of one or 
more samples representing 30 minute exposures associated with operations 
that are most likely to produce exposures above the excursion limit for 
employees in each work area.
    (2) Initial Exposure Assessment. (i) Each employer who has a 
workplace or work operation covered by this standard shall ensure that a 
``competent person'' conducts an exposure assessment immediately before 
or at the initiation of the operation to ascertain expected exposures 
during that operation or workplace. The assessment must be completed in 
time to comply with requirements which are triggered by exposure data or 
the lack of a ``negative exposure assessment,'' and to provide 
information necessary to assure that all control systems planned are 
appropriate for that operation and will work properly.
    (ii) Basis of Initial Exposure Assessment: Unless a negative 
exposure assessment has been made pursuant to paragraph (f)(2)(iii) of 
this section, the initial exposure assessment shall, if feasible, be 
based on monitoring conducted pursuant to paragraph (f)(1)(iii) of this 
section. The assessment shall take into consideration both the 
monitoring results and all observations, information or calculations 
which indicate employee exposure to asbestos, including any previous 
monitoring conducted in the workplace, or of the operations of the 
employer which indicate the levels of airborne asbestos likely to be 
encountered on the job. For Class I asbestos work, until the employer 
conducts exposure monitoring and documents that employees on that job 
will not be exposed in excess of the PELs, or otherwise makes a negative 
exposure assessment pursuant to paragraph (f)(2)(iii) of this section, 
the employer shall presume that employees are exposed in excess of the 
TWA and excursion limit.
    (iii) Negative Exposure Assessment: For any one specific asbestos 
job which will be performed by employees who have been trained in 
compliance with the standard, the employer may demonstrate that employee 
exposures will be below the PELs by data which conform to the following 
criteria;
    (A) Objective data demonstrating that the product or material 
containing asbestos minerals or the activity involving such product or 
material cannot release airborne fibers in concentrations exceeding the 
TWA and excursion limit under those work conditions having the greatest 
potential for releasing asbestos; or
    (B) Where the employer has monitored prior asbestos jobs for the PEL 
and the excursion limit within 12 months of the current or projected 
job, the monitoring and analysis were performed in compliance with the 
asbestos

[[Page 540]]

standard in effect; and the data were obtained during work operations 
conducted under workplace conditions ``closely resembling'' the 
processes, type of material, control methods, work practices, and 
environmental conditions used and prevailing in the employer's current 
operations, the operations were conducted by employees whose training 
and experience are no more extensive than that of employees performing 
the current job, and these data show that under the conditions 
prevailing and which will prevail in the current workplace there is a 
high degree of certainty that employee exposures will not exceed the TWA 
and excursion limit; or
    (C) The results of initial exposure monitoring of the current job 
made from breathing zone air samples that are representative of the 8-
hour TWA and 30-minute short-term exposures of each employee covering 
operations which are most likely during the performance of the entire 
asbestos job to result in exposures over the PELs.
    (3) Periodic monitoring--(i) Class I and II operations. The employer 
shall conduct daily monitoring that is representative of the exposure of 
each employee who is assigned to work within a regulated area who is 
performing Class I or II work, unless the employer pursuant to 
(f)(2)(iii) of this section, has made a negative exposure assessment for 
the entire operation.
    (ii) All operations under the standard other than Class I and II 
operations. The employer shall conduct periodic monitoring of all work 
where exposures are expected to exceed a PEL, at intervals sufficient to 
document the validity of the exposure prediction.
    (iii) Exception: When all employees required to be monitored daily 
are equipped with supplied-air respirators operated in the pressure 
demand mode, or other positive pressure mode respirator, the employer 
may dispense with the daily monitoring required by this paragraph. 
However, employees performing Class I work using a control method which 
is not listed in paragraph (g)(4) (i), (ii), or (iii) of this section or 
using a modification of a listed control method, shall continue to be 
monitored daily even if they are equipped with supplied-air respirators.
    (4) Termination of monitoring. (i) If the periodic monitoring 
required by paragraph (f)(3) of this section reveals that employee 
exposures, as indicated by statistically reliable measurements, are 
below the permissible exposure limit and excursion limit the employer 
may discontinue monitoring for those employees whose exposures are 
represented by such monitoring.
    (ii) Additional monitoring. Notwithstanding the provisions of 
paragraph (f) (2) and (3), and (f)(4) of this section, the employer 
shall institute the exposure monitoring required under paragraph (f)(3) 
of this section whenever there has been a change in process, control 
equipment, personnel or work practices that may result in new or 
additional exposures above the permissible exposure limit and/or 
excursion limit or when the employer has any reason to suspect that a 
change may result in new or additional exposures above the permissible 
exposure limit and/or excursion limit. Such additional monitoring is 
required regardless of whether a ``negative exposure assessment'' was 
previously produced for a specific job.
    (5) Employee notification of monitoring results. The employer must, 
as soon as possible but no later than 5 working days after the receipt 
of the results of any monitoring performed under this section, notify 
each affected employee of these results either individually in writing 
or by posting the results in an appropriate location that is accessible 
to employees.
    (6) Observation of monitoring. (i) The employer shall provide 
affected employees and their designated representatives an opportunity 
to observe any monitoring of employee exposure to asbestos conducted in 
accordance with this section.
    (ii) When observation of the monitoring of employee exposure to 
asbestos requires entry into an area where the use of protective 
clothing or equipment is required, the observer shall be provided with 
and be required to use such clothing and equipment and shall comply with 
all other applicable safety and health procedures.
    (g) Methods of compliance. (1) Engineering controls and work 
practices for all operations covered by this section. The employer shall 
use the following

[[Page 541]]

engineering controls and work practices in all operations covered by 
this section, regardless of the levels of exposure:
    (i) Vacuum cleaners equipped with HEPA filters to collect all debris 
and dust containing ACM and PACM, except as provided in paragraph 
(g)(8)(ii) of this section in the case of roofing material.
    (ii) Wet methods, or wetting agents, to control employee exposures 
during asbestos handling, mixing, removal, cutting, application, and 
cleanup, except where employers demonstrate that the use of wet methods 
is infeasible due to for example, the creation of electrical hazards, 
equipment malfunction, and, in roofing, except as provided in paragraph 
(g)(8)(ii) of this section; and
    (iii) Prompt clean-up and disposal of wastes and debris contaminated 
with asbestos in leak-tight containers except in roofing operations, 
where the procedures specified in paragraph (g)(8)(ii) of this section 
apply.
    (2) In addition to the requirements of paragraph (g)(1) of this 
section, the employer shall use the following control methods to achieve 
compliance with the TWA permissible exposure limit and excursion limit 
prescribed by paragraph (c) of this section;
    (i) Local exhaust ventilation equipped with HEPA filter dust 
collection systems;
    (ii) Enclosure or isolation of processes producing asbestos dust;
    (iii) Ventilation of the regulated area to move contaminated air 
away from the breathing zone of employees and toward a filtration or 
collection device equipped with a HEPA filter;
    (iv) Use of other work practices and engineering controls that the 
Assistant Secretary can show to be feasible.
    (v) Wherever the feasible engineering and work practice controls 
described above are not sufficient to reduce employee exposure to or 
below the permissible exposure limit and/or excursion limit prescribed 
in paragraph (c) of this section, the employer shall use them to reduce 
employee exposure to the lowest levels attainable by these controls and 
shall supplement them by the use of respiratory protection that complies 
with the requirements of paragraph (h) of this section.
    (3) Prohibitions. The following work practices and engineering 
controls shall not be used for work related to asbestos or for work 
which disturbs ACM or PACM, regardless of measured levels of asbestos 
exposure or the results of initial exposure assessments:
    (i) High-speed abrasive disc saws that are not equipped with point 
of cut ventilator or enclosures with HEPA filtered exhaust air.
    (ii) Compressed air used to remove asbestos, or materials containing 
asbestos, unless the compressed air is used in conjunction with an 
enclosed ventilation system designed to capture the dust cloud created 
by the compressed air.
    (iii) Dry sweeping, shoveling or other dry clean-up of dust and 
debris containing ACM and PACM.
    (iv) Employee rotation as a means of reducing employee exposure to 
asbestos.
    (4) Class I Requirements. In addition to the provisions of 
paragraphs (g) (1) and (2) of this section, the following engineering 
controls and work practices and procedures shall be used.
    (i) All Class I work, including the installation and operation of 
the control system shall be supervised by a competent person as defined 
in paragraph (b) of this section;
    (ii) For all Class I jobs involving the removal of more than 25 
linear or 10 square feet of thermal system insulation or surfacing 
material; for all other Class I jobs, where the employer cannot produce 
a negative exposure assessment pursuant to paragraph (f)(2)(iii) of this 
section, or where employees are working in areas adjacent to the 
regulated area, while the Class I work is being performed, the employer 
shall use one of the following methods to ensure that airborne asbestos 
does not migrate from the regulated area:
    (A) Critical barriers shall be placed over all the openings to the 
regulated area, except where activities are performed outdoors; or
    (B) The employer shall use another barrier or isolation method which 
prevents the migration of airborne asbestos from the regulated area, as 
verified by perimeter area surveillance during

[[Page 542]]

each work shift at each boundary of the regulated area, showing no 
visible asbestos dust; and perimeter area monitoring showing that 
clearance levels contained in 40 CFR part 763, subpt. E, of the EPA 
Asbestos in Schools Rule are met, or that perimeter area levels, 
measured by Phase Contrast Microscopy (PCM) are no more than background 
levels representing the same area before the asbestos work began. The 
results of such monitoring shall be made known to the employer no later 
than 24 hours from the end of the work shift represented by such 
monitoring. Exception: For work completed outdoors where employees are 
not working in areas adjacent to the regulated areas, this paragraph 
(g)(4)(ii) is satisfied when the specific control methods in paragraph 
(g)(5) of this section are used.
    (iii) For all Class I jobs, HVAC systems shall be isolated in the 
regulated area by sealing with a double layer of 6 mil plastic or the 
equivalent;
    (iv) For all Class I jobs, impermeable dropcloths shall be placed on 
surfaces beneath all removal activity;
    (v) For all Class I jobs, all objects within the regulated area 
shall be covered with impermeable dropcloths or plastic sheeting which 
is secured by duct tape or an equivalent.
    (vi) For all Class I jobs where the employer cannot produce a 
negative exposure assessment, or where exposure monitoring shows that a 
PEL is exceeded, the employer shall ventilate the regulated area to move 
contaminated air away from the breathing zone of employees toward a HEPA 
filtration or collection device.
    (5) Specific control methods for Class I work. In addition, Class I 
asbestos work shall be performed using one or more of the following 
control methods pursuant to the limitations stated below:
    (i) Negative Pressure Enclosure (NPE) systems: NPE systems may be 
used where the configuration of the work area does not make the erection 
of the enclosure infeasible, with the following specifications and work 
practices.
    (A) Specifications:
    (1) The negative pressure enclosure (NPE) may be of any 
configuration,
    (2) At least 4 air changes per hour shall be maintained in the NPE,
    (3) A minimum of -0.02 column inches of water pressure differential, 
relative to outside pressure, shall be maintained within the NPE as 
evidenced by manometric measurements,
    (4) The NPE shall be kept under negative pressure throughout the 
period of its use, and
    (5) Air movement shall be directed away from employees performing 
asbestos work within the enclosure, and toward a HEPA filtration or a 
collection device.
    (B) Work Practices:
    (1) Before beginning work within the enclosure and at the beginning 
of each shift, the NPE shall be inspected for breaches and smoke-tested 
for leaks, and any leaks sealed.
    (2) Electrical circuits in the enclosure shall be deactivated, 
unless equipped with ground-fault circuit interrupters.
    (ii) Glove bag systems may be used to remove PACM and/or ACM from 
straight runs of piping and elbows and other connections with the 
following specifications and work practices:
    (A) Specifications:
    (1) Glovebags shall be made of 6 mil thick plastic and shall be 
seamless at the bottom.
    (2) Glovebags used on elbows and other connections must be designed 
for that purpose and used without modifications.
    (B) Work Practices:
    (1) Each glovebag shall be installed so that it completely covers 
the circumference of pipe or other structure where the work is to be 
done.
    (2) Glovebags shall be smoke-tested for leaks and any leaks sealed 
prior to use.
    (3) Glovebags may be used only once and may not be moved.
    (4) Glovebags shall not be used on surfaces whose temperature 
exceeds 150 [deg]F.
    (5) Prior to disposal, glovebags shall be collapsed by removing air 
within them using a HEPA vacuum.
    (6) Before beginning the operation, loose and friable material 
adjacent to the glovebag/box operation shall be wrapped and sealed in 
two layers of six

[[Page 543]]

mil plastic or otherwise rendered intact,
    (7) Where system uses attached waste bag, such bag shall be 
connected to collection bag using hose or other material which shall 
withstand pressure of ACM waste and water without losing its integrity:
    (8) Sliding valve or other device shall separate waste bag from hose 
to ensure no exposure when waste bag is disconnected:
    (9) At least two persons shall perform Class I glovebag removal 
operations.
    (iii) Negative Pressure Glove Bag Systems. Negative pressure glove 
bag systems may be used to remove ACM or PACM from piping.
    (A) Specifications: In addition to specifications for glove bag 
systems above, negative pressure glove bag systems shall attach HEPA 
vacuum systems or other devices to bag to prevent collapse during 
removal.
    (B) Work Practices: (1) The employer shall comply with the work 
practices for glove bag systems in paragraph (g)(5)(ii)(B)(4) of this 
section.
    (2) The HEPA vacuum cleaner or other device used to prevent collapse 
of bag during removal shall run continually during the operation until 
it is completed at which time the bag shall be collapsed prior to 
removal of the bag from the pipe.
    (3) Where a separate waste bag is used along with a collection bag 
and discarded after one use, the collection bag may be reused if rinsed 
clean with amended water before reuse.
    (iv) Negative Pressure Glove Box Systems: Negative pressure glove 
boxes may be used to remove ACM or PACM from pipe runs with the 
following specifications and work practices.
    (A) Specifications:
    (1) Glove boxes shall be constructed with rigid sides and made from 
metal or other material which can withstand the weight of the ACM and 
PACM and water used during removal:
    (2) A negative pressure generator shall be used to create negative 
pressure in the system:
    (3) An air filtration unit shall be attached to the box:
    (4) The box shall be fitted with gloved apertures:
    (5) An aperture at the base of the box shall serve as a bagging 
outlet for waste ACM and water:
    (6) A back-up generator shall be present on site:
    (7) Waste bags shall consist of 6 mil thick plastic double-bagged 
before they are filled or plastic thicker than 6 mil.
    (B) Work practices:
    (1) At least two persons shall perform the removal:
    (2) The box shall be smoke-tested for leaks and any leaks sealed 
prior to each use.
    (3) Loose or damaged ACM adjacent to the box shall be wrapped and 
sealed in two layers of 6 mil plastic prior to the job, or otherwise 
made intact prior to the job.
    (4) A HEPA filtration system shall be used to maintain pressure 
barrier in box.
    (v) Water Spray Process System. A water spray process system may be 
used for removal of ACM and PACM from cold line piping if, employees 
carrying out such process have completed a 40-hour separate training 
course in its use, in addition to training required for employees 
performing Class I work. The system shall meet the following 
specifications and shall be performed by employees using the following 
work practices.
    (A) Specifications:
    (1) Piping shall be surrounded on 3 sides by rigid framing,
    (2) A 360 degree water spray, delivered through nozzles supplied by 
a high pressure separate water line, shall be formed around the piping.
    (3) The spray shall collide to form a fine aerosol which provides a 
liquid barrier between workers and the ACM and PACM.
    (B) Work Practices:
    (1) The system shall be run for at least 10 minutes before removal 
begins.
    (2) All removal shall take place within the water barrier.
    (3) The system shall be operated by at least three persons, one of 
whom shall not perform removal, but shall check equipment, and ensure 
proper operation of the system.
    (4) After removal, the ACM and PACM shall be bagged while still 
inside the water barrier.

[[Page 544]]

    (vi) A small walk-in enclosure which accommodates no more than two 
persons (mini-enclosure) may be used if the disturbance or removal can 
be completely contained by the enclosure with the following 
specifications and work practices.
    (A) Specifications:
    (1) The fabricated or job-made enclosure shall be constructed of 6 
mil plastic or equivalent:
    (2) The enclosure shall be placed under negative pressure by means 
of a HEPA filtered vacuum or similar ventilation unit:
    (B) Work practices:
    (1) Before use, the mini-enclosure shall be inspected for leaks and 
smoke-tested to detect breaches, and any breaches sealed.
    (2) Before reuse, the interior shall be completely washed with 
amended water and HEPA-vacuumed.
    (3) During use, air movement shall be directed away from the 
employee's breathing zone within the mini-enclosure.
    (6) Alternative control methods for Class I work. Class I work may 
be performed using a control method which is not referenced in paragraph 
(g)(5) of this section, or which modifies a control method referenced in 
paragraph (g)(5)of this section, if the following provisions are 
complied with:
    (i) The control method shall enclose, contain or isolate the 
processes or source of airborne asbestos dust, or otherwise capture or 
redirect such dust before it enters the breathing zone of employees.
    (ii) A certified industrial hygienist or licensed professional 
engineer who is also qualified as a project designer as defined in 
paragraph (b) of this section, shall evaluate the work area, the 
projected work practices and the engineering controls and shall certify 
in writing that the planned control method is adequate to reduce direct 
and indirect employee exposure to below the PELs under worst-case 
conditions of use, and that the planned control method will prevent 
asbestos contamination outside the regulated area, as measured by 
clearance sampling which meets the requirements of EPA's Asbestos in 
Schools rule issued under AHERA, or perimeter monitoring which meets the 
criteria in paragraph (g)(4)(ii)(B) of this section.
    (A) Where the TSI or surfacing material to be removed is 25 linear 
or 10 square feet or less , the evaluation required in paragraph (g)(6) 
of this section may be performed by a ``competent person'', and may omit 
consideration of perimeter or clearance monitoring otherwise required.
    (B) The evaluation of employee exposure required in paragraph (g)(6) 
of this section, shall include and be based on sampling and analytical 
data representing employee exposure during the use of such method under 
worst-case conditions and by employees whose training and experience are 
equivalent to employees who are to perform the current job.
    (7) Work Practices and Engineering Controls for Class II work.
    (i) All Class II work shall be supervised by a competent person as 
defined in paragraph (b) of this section.
    (ii) For all indoor Class II jobs, where the employer has not 
produced a negative exposure assessment pursuant to paragraph 
(f)(2)(iii) of this section, or where during the job, changed conditions 
indicate there may be exposure above the PEL or where the employer does 
not remove the ACM in a substantially intact state, the employer shall 
use one of the following methods to ensure that airborne asbestos does 
not migrate from the regulated area;
    (A) Critical barriers shall be placed over all openings to the 
regulated area; or,
    (B) The employer shall use another barrier or isolation method which 
prevents the migration of airborne asbestos from the regulated area, as 
verified by perimeter area monitoring or clearance monitoring which 
meets the criteria set out in paragraph (g)(4)(ii)(B) of this section.
    (C) Impermeable dropcloths shall be placed on surfaces beneath all 
removal activity;
    (iii) [Reserved]
    (iv) All Class II asbestos work shall be performed using the work 
practices and requirements set out above in paragraph (g)(1) (i) through 
(g)(1)(iii) of this section.
    (8) Additional Controls for Class II work. Class II asbestos work 
shall also

[[Page 545]]

be performed by complying with the work practices and controls 
designated for each type of asbestos work to be performed, set out in 
this paragraph. Where more than one control method may be used for a 
type of asbestos work, the employer may choose one or a combination of 
designated control methods. Class II work also may be performed using a 
method allowed for Class I work, except that glove bags and glove boxes 
are allowed if they fully enclose the Class II material to be removed.
    (i) For removing vinyl and asphalt flooring materials which contain 
ACM or for which in buildings constructed no later than 1980, the 
employer has not verified the absence of ACM pursuant to paragraph 
(g)(8)(i)(I) of this section. The employer shall ensure that employees 
comply with the following work practices and that employees are trained 
in these practices pursuant to paragraph (k)(9):
    (A) Flooring or its backing shall not be sanded.
    (B) Vacuums equipped with HEPA filter, disposable dust bag, and 
metal floor tool (no brush) shall be used to clean floors.
    (C) Resilient sheeting shall be removed by cutting with wetting of 
the snip point and wetting during delamination. Rip-up of resilient 
sheet floor material is prohibited.
    (D) All scraping of residual adhesive and/or backing shall be 
performed using wet methods.
    (E) Dry sweeping is prohibited.
    (F) Mechanical chipping is prohibited unless performed in a negative 
pressure enclosure which meets the requirements of paragraph (g)(5)(i) 
of this section.
    (G) Tiles shall be removed intact, unless the employer demonstrates 
that intact removal is not possible.
    (H) When tiles are heated and can be removed intact, wetting may be 
omitted.
    (I) Resilient flooring material including associated mastic and 
backing shall be assumed to be asbestos-containing unless an industrial 
hygienist determines that it is asbestos-free using recognized 
analytical techniques.
    (ii) For removing roofing material which contains ACM the employer 
shall ensure that the following work practices are followed:
    (A) Roofing material shall be removed in an intact state to the 
extent feasible.
    (B) Wet methods shall be used to remove roofing materials that are 
not intact, or that will be rendered not intact during removal, unless 
such wet methods are not feasible or will create safety hazards.
    (C) Cutting machines shall be continuously misted during use, unless 
a competent person determines that misting substantially decreases 
worker safety.
    (D) When removing built-up roofs with asbestos-containing roofing 
felts and an aggregate surface using a power roof cutter, all dust 
resulting from the cutting operation shall be collected by a HEPA dust 
collector, or shall be HEPA vacuumed by vacuuming along the cut line. 
When removing built-up roofs with asbestos-containing roofing felts and 
a smooth surface using a power roof cutter, the dust resulting from the 
cutting operation shall be collected either by a HEPA dust collector or 
HEPA vacuuming along the cut line, or by gently sweeping and then 
carefully and completely wiping up the still-wet dust and debris left 
along the cut line. The dust and debris shall be immediately bagged or 
placed in covered containers.
    (E) Asbestos-containing material that has been removed from a roof 
shall not be dropped or thrown to the ground. Unless the material is 
carried or passed to the ground by hand, it shall be lowered to the 
ground via covered, dust-tight chute, crane or hoist:
    (1) Any ACM that is not intact shall be lowered to the ground as 
soon as is practicable, but in any event no later than the end of the 
work shift. While the material remains on the roof it shall either be 
kept wet, placed in an impermeable waste bag, or wrapped in plastic 
sheeting.
    (2) Intact ACM shall be lowered to the ground as soon as is 
practicable, but in any event no later than the end of the work shift.
    (F) Upon being lowered, unwrapped material shall be transferred to a 
closed receptacle in such manner so as to preclude the dispersion of 
dust.

[[Page 546]]

    (G) Roof level heating and ventilation air intake sources shall be 
isolated or the ventilation system shall be shut down.
    (H) Notwithstanding any other provision of this section, removal or 
repair of sections of intact roofing less than 25 square feet in area 
does not require use of wet methods or HEPA vacuuming as long as manual 
methods which do not render the material non-intact are used to remove 
the material and no visible dust is created by the removal method used. 
In determining whether a job involves less than 25 square feet, the 
employer shall include all removal and repair work performed on the same 
roof on the same day.
    (iii) When removing cementitious asbestos-containing siding and 
shingles or transite panels containing ACM on building exteriors (other 
than roofs, where paragraph (g)(8)(ii) of this section applies) the 
employer shall ensure that the following work practices are followed:
    (A) Cutting, abrading or breaking siding, shingles, or transite 
panels, shall be prohibited unless the employer can demonstrate that 
methods less likely to result in asbestos fiber release cannot be used.
    (B) Each panel or shingle shall be sprayed with amended water prior 
to removal.
    (C) Unwrapped or unbagged panels or shingles shall be immediately 
lowered to the ground via covered dust-tight chute, crane or hoist, or 
placed in an impervious waste bag or wrapped in plastic sheeting and 
lowered to the ground no later than the end of the work shift.
    (D) Nails shall be cut with flat, sharp instruments.
    (iv) When removing gaskets containing ACM, the employer shall ensure 
that the following work practices are followed:
    (A) If a gasket is visibly deteriorated and unlikely to be removed 
intact, removal shall be undertaken within a glovebag as described in 
paragraph (g)(5)(ii) of this section.
    (B) [Reserved]
    (C) The gasket shall be immediately placed in a disposal container.
    (D) Any scraping to remove residue must be performed wet.
    (v) When performing any other Class II removal of asbestos 
containing material for which specific controls have not been listed in 
paragraph (g)(8)(iv) (A) through (D) of this section, the employer shall 
ensure that the following work practices are complied with.
    (A) The material shall be thoroughly wetted with amended water prior 
to and during its removal.
    (B) The material shall be removed in an intact state unless the 
employer demonstrates that intact removal is not possible.
    (C) Cutting, abrading or breaking the material shall be prohibited 
unless the employer can demonstrate that methods less likely to result 
in asbestos fiber release are not feasible.
    (D) Asbestos-containing material removed, shall be immediately 
bagged or wrapped, or kept wetted until transferred to a closed 
receptacle, no later than the end of the work shift.
    (vi) Alternative Work Practices and Controls. Instead of the work 
practices and controls listed in paragraph (g)(8) (i) through (v) of 
this section, the employer may use different or modified engineering and 
work practice controls if the following provisions are complied with.
    (A) The employer shall demonstrate by data representing employee 
exposure during the use of such method under conditions which closely 
resemble the conditions under which the method is to be used, that 
employee exposure will not exceed the PELs under any anticipated 
circumstances.
    (B) A competent person shall evaluate the work area, the projected 
work practices and the engineering controls, and shall certify in 
writing, that the different or modified controls are adequate to reduce 
direct and indirect employee exposure to below the PELs under all 
expected conditions of use and that the method meets the requirements of 
this standard. The evaluation shall include and be based on data 
representing employee exposure during the use of such method under 
conditions which closely resemble the conditions under which the method 
is to be used for the current job, and by employees whose training and 
experience are equivalent to employees who are to perform the current 
job.

[[Page 547]]

    (9) Work Practices and Engineering Controls for Class III asbestos 
work. Class III asbestos work shall be conducted using engineering and 
work practice controls which minimize the exposure to employees 
performing the asbestos work and to bystander employees.
    (i) The work shall be performed using wet methods.
    (ii) To the extent feasible, the work shall be performed using local 
exhaust ventilation.
    (iii) Where the disturbance involves drilling, cutting, abrading, 
sanding, chipping, breaking, or sawing of thermal system insulation or 
surfacing material, the employer shall use impermeable dropcloths, and 
shall isolate the operation using mini-enclosures or glove bag systems 
pursuant to paragraph (g)(5) of this section or another isolation 
method.
    (iv) Where the employer does not produce a ``negative exposure 
assessment'' for a job, or where monitoring results show the PEL has 
been exceeded, the employer shall contain the area using impermeable 
dropcloths and plastic barriers or their equivalent, or shall isolate 
the operation using a control system listed in and in compliance with 
paragraph (g)(5) of this section.
    (v) Employees performing Class III jobs, which involve the 
disturbance of thermal system insulation or surfacing material, or where 
the employer does not produce a ``negative exposure assessment'' or 
where monitoring results show a PEL has been exceeded, shall wear 
respirators which are selected, used and fitted pursuant to provisions 
of paragraph (h) of this section.
    (10) Class IV asbestos work. Class IV asbestos jobs shall be 
conducted by employees trained pursuant to the asbestos awareness 
training program set out in paragraph (k)(9) of this section. In 
addition, all Class IV jobs shall be conducted in conformity with the 
requirements set out in paragraph (g)(1) of this section, mandating wet 
methods, HEPA vacuums, and prompt clean up of debris containing ACM or 
PACM.
    (i) Employees cleaning up debris and waste in a regulated area where 
respirators are required shall wear respirators which are selected, used 
and fitted pursuant to provisions of paragraph (h) of this section.
    (ii) Employers of employees who clean up waste and debris in, and 
employers in control of, areas where friable thermal system insulation 
or surfacing material is accessible, shall assume that such waste and 
debris contain asbestos.
    (11) Alternative methods of compliance for installation, removal, 
repair, and maintenance of certain roofing and pipeline coating 
materials. Notwithstanding any other provision of this section, an 
employer who complies with all provisions of this paragraph (g)(11) when 
installing, removing, repairing, or maintaining intact pipeline 
asphaltic wrap, or roof flashings which contain asbestos fibers 
encapsulated or coated by bituminous or resinous compounds shall be 
deemed to be in compliance with this section. If an employer does not 
comply with all provisions of this paragraph (g)(11) or if during the 
course of the job the material does not remain intact, the provisions of 
paragraph (g)(8) of this section apply instead of this paragraph 
(g)(11).
    (i) Before work begins and as needed during the job, a competent 
person who is capable of identifying asbestos hazards in the workplace 
and selecting the appropriate control strategy for asbestos exposure, 
and who has the authority to take prompt corrective measures to 
eliminate such hazards, shall conduct an inspection of the worksite and 
determine that the roofing material is intact and will likely remain 
intact.
    (ii) All employees performing work covered by this paragraph (g)(11) 
shall be trained in a training program that meets the requirements of 
paragraph (k)(9)(viii) of this section.
    (iii) The material shall not be sanded, abraded, or ground. Manual 
methods which do not render the material non-intact shall be used.
    (iv) Material that has been removed from a roof shall not be dropped 
or thrown to the ground. Unless the material is carried or passed to the 
ground by hand, it shall be lowered to the ground via covered, dust-
tight chute, crane or hoist. All such material shall be removed from the 
roof as soon as is practicable, but in any event no later than the end 
of the work shift.

[[Page 548]]

    (v) Where roofing products which have been labeled as containing 
asbestos pursuant to paragraph (k)(8) of this section are installed on 
non-residential roofs during operations covered by this paragraph 
(g)(11), the employer shall notify the building owner of the presence 
and location of such materials no later than the end of the job.
    (vi) All removal or disturbance of pipeline asphaltic wrap shall be 
performed using wet methods.
    (h) Respiratory protection--(1) General. For employees who use 
respirators required by this section, the employer must provide each 
employee an appropriate respirator that complies with the requirements 
of this paragraph. Respirators must be used during:
    (i) Class I asbestos work.
    (ii) Class II asbestos work when ACM is not removed in a 
substantially intact state.
    (iii) Class II and III asbestos work that is not performed using wet 
methods, except for removal of ACM from sloped roofs when a negative-
exposure assessment has been conducted and ACM is removed in an intact 
state.
    (iv) Class II and III asbestos work for which a negative-exposure 
assessment has not been conducted.
    (v) Class III asbestos work when TSI or surfacing ACM or PACM is 
being disturbed.
    (vi) Class IV asbestos work performed within regulated areas where 
employees who are performing other work are required to use respirators.
    (vii) Work operations covered by this section for which employees 
are exposed above the TWA or excursion limit.
    (viii) Emergencies.
    (2) Respirator program. (i) The employer must implement a 
respiratory protection program in accordance with Sec. 1910.134 (b) 
through (d) (except (d)(1)(iii)), and (f) through (m), which covers each 
employee required by this section to use a respirator.
    (ii) No employee shall be assigned to asbestos work that requires 
respirator use if, based on their most recent medical examination, the 
examining physician determines that the employee will be unable to 
function normally while using a respirator, or that the safety or health 
of the employee or other employees will be impaired by the employee's 
respirator use. Such employees must be assigned to another job or given 
the opportunity to transfer to a different position that they can 
perform. If such a transfer position is available, it must be with the 
same employer, in the same geographical area, and with the same 
seniority, status, rate of pay, and other job benefits the employee had 
just prior to such transfer.
    (3) Respirator selection. (i) Employers must:
    (A) Select, and provide to employees, the appropriate respirators 
specified in paragraph (d)(3)(i)(A) of 29 CFR 1910.134; however, 
employers must not select or use filtering facepiece respirators for use 
against asbestos fibers.
    (B) Provide HEPA filters for powered and non-powered air-purifying 
respirators.
    (ii) Employers must provide an employee with tight-fitting, powered 
air-purifying respirator (PAPR) instead of a negative pressure 
respirator selected according to paragraph (h)(3)(i)(A) of this standard 
when the employee chooses to use a PAPR and it provides adequate 
protection to the employee.
    (iii) Employers must provide employees with an air-purifying half 
mask respirator, other than a filtering facepiece respirator, whenever 
the employees perform:
    (A) Class II or Class III asbestos work for which no negative 
exposure assessment is available.
    (B) Class III asbestos work involving disturbance of TSI or 
surfacing ACM or PACM.
    (iv) Employers must provide employees with:
    (A) A tight-fitting powered air-purifying respirator or a full 
facepiece, supplied-air respirator operated in the pressure-demand mode 
and equipped with either HEPA egress cartridges or an auxiliary 
positive-pressure, self-contained breathing apparatus (SCBA) whenever 
the employees are in a regulated area performing Class I asbestos work 
for which a negative exposure assessment is not available and the 
exposure assessment indicates that the exposure level will be at or 
below 1 f/cc as an 8-hour time-weighted average (TWA).

[[Page 549]]

    (B) A full facepiece supplied-air respirator operated in the 
pressure-demand mode and equipped with an auxiliary positive-pressure 
SCBA whenever the employees are in a regulated area performing Class I 
asbestos work for which a negative exposure assessment is not available 
and the exposure assessment indicates that the exposure level will be 
above 1 f/cc as an 8-hour TWA.
    (i) Protective clothing--(1) General. The employer shall provide or 
require the use of protective clothing, such as coveralls or similar 
whole-body clothing, head coverings, gloves, and foot coverings for any 
employee exposed to airborne concentrations of asbestos that exceed the 
TWA and/or excursion limit prescribed in paragraph (c) of this section, 
or for which a required negative exposure assessment is not produced, or 
for any employee performing Class I operations which involve the removal 
of over 25 linear or 10 square feet of TSI or surfacing ACM and PACM.
    (2) Laundering. (i) The employer shall ensure that laundering of 
contaminated clothing is done so as to prevent the release of airborne 
asbestos in excess of the TWA or excursion limit prescribed in paragraph 
(c) of this section.
    (ii) Any employer who gives contaminated clothing to another person 
for laundering shall inform such person of the requirement in paragraph 
(i)(2)(i) of this section to effectively prevent the release of airborne 
asbestos in excess of the TWA and excursion limit prescribed in 
paragraph (c) of this section.
    (3) Contaminated clothing. Contaminated clothing shall be 
transported in sealed impermeable bags, or other closed, impermeable 
containers, and be labeled in accordance with paragraph (k) of this 
section.
    (4) Inspection of protective clothing. (i) The competent person 
shall examine worksuits worn by employees at least once per workshift 
for rips or tears that may occur during performance of work.
    (ii) When rips or tears are detected while an employee is working, 
rips and tears shall be immediately mended, or the worksuit shall be 
immediately replaced.
    (j) Hygiene facilities and practices for employees. (1) Requirements 
for employees performing Class I asbestos jobs involving over 25 linear 
or 10 square feet of TSI or surfacing ACM and PACM.
    (i) Decontamination areas. The employer shall establish a 
decontamination area that is adjacent and connected to the regulated 
area for the decontamination of such employees. The decontamination area 
shall consist of an equipment room, shower area, and clean room in 
series. The employer shall ensure that employees enter and exit the 
regulated area through the decontamination area.
    (A) Equipment room. The equipment room shall be supplied with 
impermeable, labeled bags and containers for the containment and 
disposal of contaminated protective equipment.
    (B) Shower area. Shower facilities shall be provided which comply 
with 29 CFR 1910.141(d)(3), unless the employer can demonstrate that 
they are not feasible. The showers shall be adjacent both to the 
equipment room and the clean room, unless the employer can demonstrate 
that this location is not feasible. Where the employer can demonstrate 
that it is not feasible to locate the shower between the equipment room 
and the clean room, or where the work is performed outdoors, the 
employers shall ensure that employees:
    (1) Remove asbestos contamination from their worksuits in the 
equipment room using a HEPA vacuum before proceeding to a shower that is 
not adjacent to the work area; or
    (2) Remove their contaminated worksuits in the equipment room, then 
don clean worksuits, and proceed to a shower that is not adjacent to the 
work area.
    (C) Clean change room. The clean room shall be equipped with a 
locker or appropriate storage container for each employee's use. When 
the employer can demonstrate that it is not feasible to provide a clean 
change area adjacent to the work area or where the work is performed 
outdoors, the employer may permit employees engaged in Class I asbestos 
jobs to clean their protective clothing with a portable HEPA-equipped 
vacuum before such employees leave the regulated area. Following 
showering, such employees however

[[Page 550]]

must then change into street clothing in clean change areas provided by 
the employer which otherwise meet the requirements of this section.
    (ii) Decontamination area entry procedures. The employer shall 
ensure that employees:
    (A) Enter the decontamination area through the clean room;
    (B) Remove and deposit street clothing within a locker provided for 
their use; and
    (C) Put on protective clothing and respiratory protection before 
leaving the clean room.
    (D) Before entering the regulated area, the employer shall ensure 
that employees pass through the equipment room.
    (iii) Decontamination area exit procedures. The employer shall 
ensure that:
    (A) Before leaving the regulated area, employees shall remove all 
gross contamination and debris from their protective clothing.
    (B) Employees shall remove their protective clothing in the 
equipment room and deposit the clothing in labeled impermeable bags or 
containers.
    (C) Employees shall not remove their respirators in the equipment 
room.
    (D) Employees shall shower prior to entering the clean room.
    (E) After showering, employees shall enter the clean room before 
changing into street clothes.
    (iv) Lunch Areas. Whenever food or beverages are consumed at the 
worksite where employees are performing Class I asbestos work, the 
employer shall provide lunch areas in which the airborne concentrations 
of asbestos are below the permissible exposure limit and/or excursion 
limit.
    (2) Requirements for Class I work involving less than 25 linear or 
10 square feet of TSI or surfacing ACM and PACM, and for Class II and 
Class III asbestos work operations where exposures exceed a PEL or where 
there is no negative exposure assessment produced before the operation.
    (i) The employer shall establish an equipment room or area that is 
adjacent to the regulated area for the decontamination of employees and 
their equipment which is contaminated with asbestos which shall consist 
of an area covered by an impermeable drop cloth on the floor or 
horizontal working surface.
    (ii) The area must be of sufficient size as to accommodate cleaning 
of equipment and removing personal protective equipment without 
spreading contamination beyond the area (as determined by visible 
accumulations).
    (iii) Work clothing must be cleaned with a HEPA vacuum before it is 
removed.
    (iv) All equipment and surfaces of containers filled with ACM must 
be cleaned prior to removing them from the equipment room or area.
    (v) The employer shall ensure that employees enter and exit the 
regulated area through the equipment room or area.
    (3) Requirements for Class IV work. Employers shall ensure that 
employees performing Class IV work within a regulated area comply with 
the hygiene practice required of employees performing work which has a 
higher classification within that regulated area. Otherwise employers of 
employees cleaning up debris and material which is TSI or surfacing ACM 
or identified as PACM shall provide decontamination facilities for such 
employees which are required by paragraph (j)(2) of this section.
    (4) Smoking in work areas. The employer shall ensure that employees 
do not smoke in work areas where they are occupationally exposed to 
asbestos because of activities in that work area.
    (k) Communication of hazards. (1) This section applies to the 
communication of information concerning asbestos hazards in construction 
activities to facilitate compliance with this standard. Most asbestos-
related construction activities involve previously installed building 
materials. Building owners often are the only and/or best sources of 
information concerning them. Therefore, they, along with employers of 
potentially exposed employees, are assigned specific information 
conveying and retention duties under this section. Installed Asbestos 
Containing Building Material. Employers and building owners shall 
identify TSI and sprayed or troweled on surfacing materials in buildings 
as asbestos-containing, unless they determine in compliance with 
paragraph (k)(5) of this

[[Page 551]]

section that the material is not asbestos-containing. Asphalt and vinyl 
flooring material installed no later than 1980 must also be considered 
as asbestos containing unless the employer, pursuant to paragraph 
(g)(8)(i)(I) of this section determines that it is not asbestos-
containing. If the employer/building owner has actual knowledge, or 
should have known through the exercise of due diligence, that other 
materials are asbestos-containing, they too must be treated as such. 
When communicating information to employees pursuant to this standard, 
owners and employers shall identify ``PACM'' as ACM. Additional 
requirements relating to communication of asbestos work on multi-
employer worksites are set out in paragraph (d) of this section.
    (2) Duties of building and facility owners. (i) Before work subject 
to this standard is begun, building and facility owners shall determine 
the presence, location, and quantity of ACM and/or PACM at the work site 
pursuant to paragraph (k)(1) of this section.
    (ii) Building and/or facility owners shall notify the following 
persons of the presence, location and quantity of ACM or PACM, at the 
work sites in their buildings and facilities. Notification either shall 
be in writing, or shall consist of a personal communication between the 
owner and the person to whom notification must be given or their 
authorized representatives:
    (A) Prospective employers applying or bidding for work whose 
employees reasonably can be expected to work in or adjacent to areas 
containing such material;
    (B) Employees of the owner who will work in or adjacent to areas 
containing such material:
    (C) On multi-employer worksites, all employers of employees who will 
be performing work within or adjacent to areas containing such 
materials;
    (D) Tenants who will occupy areas containing such material.
    (3) Duties of employers whose employees perform work subject to this 
standard in or adjacent to areas containing ACM and PACM. Building/
facility owners whose employees perform such work shall comply with 
these provisions to the extent applicable.
    (i) Before work in areas containing ACM and PACM is begun; employers 
shall identify the presence, location, and quantity of ACM, and/or PACM 
therein pursuant to paragraph (k)(1) of this section.
    (ii) Before work under this standard is performed employers of 
employees who will perform such work shall inform the following persons 
of the location and quantity of ACM and/or PACM present in the area and 
the precautions to be taken to insure that airborne asbestos is confined 
to the area.
    (A) Owners of the building/facility;
    (B) Employees who will perform such work and employers of employees 
who work and/or will be working in adjacent areas.
    (iii) Within 10 days of the completion of such work, the employer 
whose employees have performed work subject to this standard, shall 
inform the building/facility owner and employers of employees who will 
be working in the area of the current location and quantity of PACM and/
or ACM remaining in the area and final monitoring results, if any.
    (4) In addition to the above requirements, all employers who 
discover ACM and/or PACM on a worksite shall convey information 
concerning the presence, location and quantity of such newly discovered 
ACM and/or PACM to the owner and to other employers of employees working 
at the work site, within 24 hours of the discovery.
    (5) Criteria to rebut the designation of installed material as PACM. 
(i) At any time, an employer and/or building owner may demonstrate, for 
purposes of this standard, that PACM does not contain asbestos. Building 
owners and/or employers are not required to communicate information 
about the presence of building material for which such a demonstration 
pursuant to the requirements of paragraph (k)(5)(ii) of this section has 
been made. However, in all such cases, the information, data and 
analysis supporting the determination that PACM does not contain 
asbestos, shall be retained pursuant to paragraph (n) of this section.
    (ii) An employer or owner may demonstrate that PACM does not contain

[[Page 552]]

more than 1% asbestos by the following: (A) Having a completed 
inspection conducted pursuant to the requirements of AHERA (40 CFR Part 
763, subpart E) which demonstrates that the material is not ACM; or
    (B) Performing tests of the material containing PACM which 
demonstrate that no ACM is present in the material. Such tests shall 
include analysis of bulk samples collected in the manner described in 40 
CFR 763.86. The tests, evaluation and sample collection shall be 
conducted by an accredited inspector or by a CIH. Analysis of samples 
shall be performed by persons or laboratories with proficiency 
demonstrated by current successful participation in a nationally 
recognized testing program such as the National Voluntary Laboratory 
Accreditation Program (NVLAP) or the National Institute for Standards 
and Technology (NIST) or the Round Robin for bulk samples administered 
by the American Industrial Hygiene Association (AIHA) or an equivalent 
nationally-recognized round robin testing program.
    (iii) The employer and/or building owner may demonstrate that 
flooring material including associated mastic and backing does not 
contain asbestos, by a determination of an industrial hygienist based 
upon recognized analytical techniques showing that the material is not 
ACM.
    (6) At the entrance to mechanical rooms/areas in which employees 
reasonably can be expected to enter and which contain ACM and/or PACM, 
the building owner shall post signs which identify the material which is 
present, its location, and appropriate work practices which, if 
followed, will ensure that ACM and/or PACM will not be disturbed. The 
employer shall ensure, to the extent feasible, that employees who come 
in contact with these signs can comprehend them. Means to ensure 
employee comprehension may include the use of foreign languages, 
pictographs, graphics, and awareness training.
    (7) Signs. (i) Warning signs that demarcate the regulated area shall 
be provided and displayed at each location where a regulated area is 
required to be established by paragraph (e) of this section. Signs shall 
be posted at such a distance from such a location that an employee may 
read the signs and take necessary protective steps before entering the 
area marked by the signs.
    (ii) (A) The warning signs required by paragraph (k)(7) of this 
section shall bear the following information:

                                 DANGER

                                ASBESTOS

                     CANCER AND LUNG DISEASE HAZARD

                        AUTHORIZED PERSONNEL ONLY

    (B) In addition, where the use of respirators and protective 
clothing is required in the regulated area under this section, the 
warning signs shall include the following:

      RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA

    (iii) The employer shall ensure that employees working in and 
contiguous to regulated areas comprehend the warning signs required to 
be posted by paragraph (k)(7)(i) of this section. Means to ensure 
employee comprehension may include the use of foreign languages, 
pictographs and graphics.
    (8) Labels. (i) Labels shall be affixed to all products containing 
asbestos and to all containers containing such products, including waste 
containers. Where feasible, installed asbestos products shall contain a 
visible label.
    (ii) Labels shall be printed in large, bold letters on a contrasting 
background.
    (iii) Labels shall be used in accordance with the requirements of 29 
CFR 1910.1200(f) of OSHA's Hazard Communication standard, and shall 
contain the following information:

                                 DANGER

                        CONTAINS ASBESTOS FIBERS

                           AVOID CREATING DUST

                     CANCER AND LUNG DISEASE HAZARD

    (iv) [Reserved]
    (v) Labels shall contain a warning statement against breathing 
asbestos fibers.
    (vi) The provisions for labels required by paragraphs (k)(8)(i) 
through (k)(8)(iii) of this section do not apply where:

[[Page 553]]

    (A) Asbestos fibers have been modified by a bonding agent, coating, 
binder, or other material, provided that the manufacturer can 
demonstrate that, during any reasonably foreseeable use, handling, 
storage, disposal, processing, or transportation, no airborne 
concentrations of asbestos fibers in excess of the permissible exposure 
limit and/or excursion limit will be released, or
    (B) Asbestos is present in a product in concentrations less than 1.0 
percent.
    (vii) When a building owner or employer identifies previously 
installed PACM and/or ACM, labels or signs shall be affixed or posted so 
that employees will be notified of what materials contain PACM and/or 
ACM. The employer shall attach such labels in areas where they will 
clearly be noticed by employees who are likely to be exposed, such as at 
the entrance to mechanical room/areas. Signs required by paragraph 
(k)(6) of this section may be posted in lieu of labels so long as they 
contain information required for labelling. The employer shall ensure, 
to the extent feasible, that employees who come in contact with these 
signs or labels can comprehend them. Means to ensure employee 
comprehension may include the use of foreign languages, pictographs, 
graphics, and awareness training.
    (9) Employee Information and Training. (i) The employer shall train 
each employee who is likely to be exposed in excess of a PEL, and each 
employee who performs Class I through IV asbestos operations, in 
accordance with the requirements of this section. Such training shall be 
conducted at no cost to the employee. The employer shall institute a 
training program and ensure employee participation in the program.
    (ii) Training shall be provided prior to or at the time of initial 
assignment and at least annually thereafter.
    (iii) Training for Class I operations and for Class II operations 
that require the use of critical barriers (or equivalent isolation 
methods) and/or negative pressure enclosures under this section shall be 
the equivalent in curriculum, training method and length to the EPA 
Model Accreditation Plan (MAP) asbestos abatement workers training (40 
CFR Part 763, subpart E, appendix C).
    (iv) Training for other Class II work.
    (A) For work with asbestos containing roofing materials, flooring 
materials, siding materials, ceiling tiles, or transite panels, training 
shall include at a minimum all the elements included in paragraph 
(k)(9)(viii) of this section and in addition, the specific work 
practices and engineering controls set forth in paragraph (g) of this 
section which specifically relate to that category. Such course shall 
include ``hands-on'' training and shall take at least 8 hours.
    (B) An employee who works with more than one of the categories of 
material specified in paragraph (k)(9)(iv)(A) of this section shall 
receive training in the work practices applicable to each category of 
material that the employee removes and each removal method that the 
employee uses.
    (C) For Class II operations not involving the categories of material 
specified in paragraph (k)(9)(iv)(A) of this section, training shall be 
provided which shall include at a minimum all the elements included in 
paragraph (k)(9)(viii) of this section and in addition, the specific 
work practices and engineering controls set forth in paragraph (g) of 
this section which specifically relate to the category of material being 
removed, and shall include ``hands-on'' training in the work practices 
applicable to each category of material that the employee removes and 
each removal method that the employee uses.
    (v) Training for Class III employees shall be consistent with EPA 
requirements for training of local education agency maintenance and 
custodial staff as set forth at 40 CFR 763.92(a)(2). Such a course shall 
also include ``hands-on'' training and shall take at least 16 hours. 
Exception: For Class III operations for which the competent person 
determines that the EPA curriculum does not adequately cover the 
training needed to perform that activity, training shall include as a 
minimum all the elements included in paragraph (k)(9)(viii) of this 
section and in addition, the specific work practices and engineering 
controls set forth in paragraph (g) of this section which specifically 
relate to that activity, and shall include ``hands-on'' training in the

[[Page 554]]

work practices applicable to each category of material that the employee 
disturbs.
    (vi) Training for employees performing Class IV operations shall be 
consistent with EPA requirements for training of local education agency 
maintenance and custodial staff as set forth at 40 CFR 763.92(a)(1). 
Such a course shall include available information concerning the 
locations of thermal system insulation and surfacing ACM/PACM, and 
asbestos-containing flooring material, or flooring material where the 
absence of asbestos has not yet been certified; and instruction in 
recognition of damage, deterioration, and delamination of asbestos 
containing building materials. Such course shall take at least 2 hours.
    (vii) Training for employees who are likely to be exposed in excess 
of the PEL and who are not otherwise required to be trained under 
paragraph (k)(9)(iii) through (vi) of this section, shall meet the 
requirements of paragraph (k)(9)(viii) of this section.
    (viii) The training program shall be conducted in a manner that the 
employee is able to understand. In addition to the content required by 
provisions in paragraphs (k)(9)(iii) through (vi) of this section, the 
employer shall ensure that each such employee is informed of the 
following:
    (A) Methods of recognizing asbestos, including the requirement in 
paragraph (k)(1) of this section to presume that certain building 
materials contain asbestos;
    (B) The health effects associated with asbestos exposure;
    (C) The relationship between smoking and asbestos in producing lung 
cancer;
    (D) The nature of operations that could result in exposure to 
asbestos, the importance of necessary protective controls to minimize 
exposure including, as applicable, engineering controls, work practices, 
respirators, housekeeping procedures, hygiene facilities, protective 
clothing, decontamination procedures, emergency procedures, and waste 
disposal procedures, and any necessary instruction in the use of these 
controls and procedures; where Class III and IV work will be or is 
performed, the contents of EPA 20T-2003, ``Managing Asbestos In-Place'' 
July 1990 or its equivalent in content;
    (E) The purpose, proper use, fitting instructions, and limitations 
of respirators as required by 29 CFR 1910.134;
    (F) The appropriate work practices for performing the asbestos job;
    (G) Medical surveillance program requirements;
    (H) The content of this standard including appendices;
    (I) The names, addresses and phone numbers of public health 
organizations which provide information, materials and/or conduct 
programs concerning smoking cessation. The employer may distribute the 
list of such organizations contained in Appendix J to this section, to 
comply with this requirement; and
    (J) The requirements for posting signs and affixing labels and the 
meaning of the required legends for such signs and labels.
    (10) Access to training materials. (i) The employer shall make 
readily available to affected employees without cost, written materials 
relating to the employee training program, including a copy of this 
regulation.
    (ii) The employer shall provide to the Assistant Secretary and the 
Director, upon request, all information and training materials relating 
to the employee information and training program.
    (iii) The employer shall inform all employees concerning the 
availability of self-help smoking cessation program material. Upon 
employee request, the employer shall distribute such material, 
consisting of NIH Publication No, 89-1647, or equivalent self-help 
material, which is approved or published by a public health organization 
listed in Appendix J to this section.
    (l) Housekeeping--(1) Vacuuming. Where vacuuming methods are 
selected, HEPA filtered vacuuming equipment must be used. The equipment 
shall be used and emptied in a manner that minimizes the reentry of 
asbestos into the workplace.
    (2) Waste disposal. Asbestos waste, scrap, debris, bags, containers, 
equipment, and contaminated clothing consigned for disposal shall be 
collected

[[Page 555]]

and disposed of in sealed, labeled, impermeable bags or other closed, 
labeled, impermeable containers except in roofing operations, where the 
procedures specified in paragraph (g)(8)(ii) of this section apply.
    (3) Care of asbestos-containing flooring material. (i) All vinyl and 
asphalt flooring material shall be maintained in accordance with this 
paragraph unless the building/facility owner demonstrates, pursuant to 
paragraph (g)(8)(i)(I) of this section that the flooring does not 
contain asbestos.
    (ii) Sanding of flooring material is prohibited.
    (iii) Stripping of finishes shall be conducted using low abrasion 
pads at speeds lower than 300 rpm and wet methods.
    (iv) Burnishing or dry buffing may be performed only on flooring 
which has sufficient finish so that the pad cannot contact the flooring 
material.
    (4) Waste and debris and accompanying dust in an area containing 
accessible thermal system insulation or surfacing ACM/PACM or visibly 
deteriorated ACM:
    (i) Shall not be dusted or swept dry, or vacuumed without using a 
HEPA filter;
    (ii) Shall be promptly cleaned up and disposed of in leak tight 
containers.
    (m) Medical surveillance. (1) General--(i) Employees covered. (A) 
The employer shall institute a medical surveillance program for all 
employees who for a combined total of 30 or more days per year are 
engaged in Class I, II and III work or are exposed at or above a 
permissible exposure limit. For purposes of this paragraph, any day in 
which a worker engages in Class II or Class III operations or a 
combination thereof on intact material for one hour or less (taking into 
account the entire time spent on the removal operation, including 
cleanup) and, while doing so, adheres fully to the work practices 
specified in this standard, shall not be counted.
    (B) For employees otherwise required by this standard to wear a 
negative pressure respirator, employers shall ensure employees are 
physically able to perform the work and use the equipment. This 
determination shall be made under the supervision of a physician.
    (ii) Examination. (A) The employer shall ensure that all medical 
examinations and procedures are performed by or under the supervision of 
a licensed physician, and are provided at no cost to the employee and at 
a reasonable time and place.
    (B) Persons other than such licensed physicians who administer the 
pulmonary function testing required by this section shall complete a 
training course in spirometry sponsored by an appropriate academic or 
professional institution.
    (2) Medical examinations and consultations. (i) Frequency. The 
employer shall make available medical examinations and consultations to 
each employee covered under paragraph (m)(1)(i) of this section on the 
following schedules:
    (A) Prior to assignment of the employee to an area where negative-
pressure respirators are worn;
    (B) When the employee is assigned to an area where exposure to 
asbestos may be at or above the permissible exposure limit for 30 or 
more days per year, or engage in Class I, II, or III work for a combined 
total of 30 or more days per year, a medical examination must be given 
within 10 working days following the thirtieth day of exposure;
    (C) And at least annually thereafter.
    (D) If the examining physician determines that any of the 
examinations should be provided more frequently than specified, the 
employer shall provide such examinations to affected employees at the 
frequencies specified by the physician.
    (E) Exception: No medical examination is required of any employee if 
adequate records show that the employee has been examined in accordance 
with this paragraph within the past 1-year period.
    (ii) Content. Medical examinations made available pursuant to 
paragraphs (m)(2)(i)(A) through (m)(2)(i)(C) of this section shall 
include:
    (A) A medical and work history with special emphasis directed to the 
pulmonary, cardiovascular, and gastrointestinal systems.
    (B) On initial examination, the standardized questionnaire contained

[[Page 556]]

in Part 1 of Appendix D to this section, and, on annual examination, the 
abbreviated standardized questionnaire contained in Part 2 of Appendix D 
to this section.
    (C) A physical examination directed to the pulmonary and 
gastrointestinal systems, including a chest roentgenogram to be 
administered at the discretion of the physician, and pulmonary function 
tests of forced vital capacity (FVC) and forced expiratory volume at one 
second (FEV(1)). Interpretation and classification of chest shall be 
conducted in accordance with Appendix E to this section.
    (D) Any other examinations or tests deemed necessary by the 
examining physician.
    (3) Information provided to the physician. The employer shall 
provide the following information to the examining physician:
    (i) A copy of this standard and Appendices D, E, and I to this 
section;
    (ii) A description of the affected employee's duties as they relate 
to the employee's exposure;
    (iii) The employee's representative exposure level or anticipated 
exposure level;
    (iv) A description of any personal protective and respiratory 
equipment used or to be used; and
    (v) Information from previous medical examinations of the affected 
employee that is not otherwise available to the examining physician.
    (4) Physician's written opinion. (i) The employer shall obtain a 
written opinion from the examining physician. This written opinion shall 
contain the results of the medical examination and shall include:
    (A) The physician's opinion as to whether the employee has any 
detected medical conditions that would place the employee at an 
increased risk of material health impairment from exposure to asbestos;
    (B) Any recommended limitations on the employee or on the use of 
personal protective equipment such as respirators; and
    (C) A statement that the employee has been informed by the physician 
of the results of the medical examination and of any medical conditions 
that may result from asbestos exposure.
    (D) A statement that the employee has been informed by the physician 
of the increased risk of lung cancer attributable to the combined effect 
of smoking and asbestos exposure.
    (ii) The employer shall instruct the physician not to reveal in the 
written opinion given to the employer specific findings or diagnoses 
unrelated to occupational exposure to asbestos.
    (iii) The employer shall provide a copy of the physician's written 
opinion to the affected employee within 30 days from its receipt.
    (n) Recordkeeping. (1) Objective data relied on pursuant to 
paragraph (f) to this section. (i) Where the employer has relied on 
objective data that demonstrates that products made from or containing 
asbestos or the activity involving such products or material are not 
capable of releasing fibers of asbestos in concentrations at or above 
the permissible exposure limit and/or excursion limit under the expected 
conditions of processing, use, or handling to satisfy the requirements 
of paragraph (f), the employer shall establish and maintain an accurate 
record of objective data reasonably relied upon in support of the 
exemption.
    (ii) The record shall include at least the following information:
    (A) The product qualifying for exemption;
    (B) The source of the objective data;
    (C) The testing protocol, results of testing, and/or analysis of the 
material for the release of asbestos;
    (D) A description of the operation exempted and how the data support 
the exemption; and
    (E) Other data relevant to the operations, materials, processing, or 
employee exposures covered by the exemption.
    (iii) The employer shall maintain this record for the duration of 
the employer's reliance upon such objective data.
    (2) Exposure measurements. (i) The employer shall keep an accurate 
record of all measurements taken to monitor employee exposure to 
asbestos as prescribed in paragraph (f) of this section. NOTE: The 
employer may utilize the services of competent organizations such as 
industry trade associations and

[[Page 557]]

employee associations to maintain the records required by this section.
    (ii) This record shall include at least the following information:
    (A) The date of measurement;
    (B) The operation involving exposure to asbestos that is being 
monitored;
    (C) Sampling and analytical methods used and evidence of their 
accuracy;
    (D) Number, duration, and results of samples taken;
    (E) Type of protective devices worn, if any; and
    (F) Name, social security number, and exposure of the employees 
whose exposures are represented.
    (iii) The employer shall maintain this record for at least thirty 
(30) years, in accordance with 29 CFR 1910.33.
    (3) Medical surveillance. (i) The employer shall establish and 
maintain an accurate record for each employee subject to medical 
surveillance by paragraph (m) of this section, in accordance with 29 CFR 
1910.33.
    (ii) The record shall include at least the following information:
    (A) The name and social security number of the employee;
    (B) A copy of the employee's medical examination results, including 
the medical history, questionnaire responses, results of any tests, and 
physician's recommendations.
    (C) Physician's written opinions;
    (D) Any employee medical complaints related to exposure to asbestos; 
and
    (E) A copy of the information provided to the physician as required 
by paragraph (m) of this section.
    (iii) The employer shall ensure that this record is maintained for 
the duration of employment plus thirty (30) years, in accordance with 29 
CFR 1910.33.
    (4) Training records. The employer shall maintain all employee 
training records for one (1) year beyond the last date of employment by 
that employer.
    (5) Data to Rebut PACM. Where the building owner and employer have 
relied on data to demonstrate that PACM is not asbestos-containing, such 
data shall be maintained for as long as they are relied upon to rebut 
the presumption.
    (6) Records of required notifications. Where the building owner has 
communicated and received information concerning the identification, 
location and quantity of ACM and PACM, written records of such 
notifications and their content shall be maintained by the building 
owner for the duration of ownership and shall be transferred to 
successive owners of such buildings/facilities.
    (7) Availability. (i) The employer, upon written request, shall make 
all records required to be maintained by this section available to the 
Assistant Secretary and the Director for examination and copying.
    (ii) The employer, upon request, shall make any exposure records 
required by paragraphs (f) and (n) of this section available for 
examination and copying to affected employees, former employees, 
designated representatives, and the Assistant Secretary, in accordance 
with 29 CFR 1910.33(a) through (e) and (g) through (i).
    (iii) The employer, upon request, shall make employee medical 
records required by paragraphs (m) and (n) of this section available for 
examination and copying to the subject employee, anyone having the 
specific written consent of the subject employee, and the Assistant 
Secretary, in accordance with 29 CFR 1910.33.
    (8) Transfer of records. (i) The employer shall comply with the 
requirements concerning transfer of records set forth in 29 CFR 
1910.33(h).
    (ii) Whenever the employer ceases to do business and there is no 
successor employer to receive and retain the records for the prescribed 
period, the employer shall notify the Director at least 90 days prior to 
disposal and, upon request, transmit them to the Director.
    (o) Competent person. (1) General. On all construction worksites 
covered by this standard, the employer shall designate a competent 
person, having the qualifications and authorities for ensuring worker 
safety and health required by subpart C, General Safety and Health 
Provisions for Construction (29 CFR 1926.20 through 1926.32).
    (2) Required inspections by the competent person. Section 
1926.20(b)(2)

[[Page 558]]

which requires health and safety prevention programs to provide for 
frequent and regular inspections of the job sites, materials, and 
equipment to be made by competent persons, is incorporated.
    (3) Additional inspections. In addition, the competent person shall 
make frequent and regular inspections of the job sites, in order to 
perform the duties set out below in paragraph (o)(3)(i) of this section. 
For Class I jobs, on-site inspections shall be made at least once during 
each work shift, and at any time at employee request. For Class II, III, 
and IV jobs, on-site inspections shall be made at intervals sufficient 
to assess whether conditions have changed, and at any reasonable time at 
employee request.
    (i) On all worksites where employees are engaged in Class I or II 
asbestos work, the competent person designated in accordance with 
paragraph (e)(6) of this section shall perform or supervise the 
following duties, as applicable:
    (A) Set up the regulated area, enclosure, or other containment;
    (B) Ensure (by on-site inspection) the integrity of the enclosure or 
containment;
    (C) Set up procedures to control entry to and exit from the 
enclosure and/or area;
    (D) Supervise all employee exposure monitoring required by this 
section and ensure that it is conducted as required by paragraph (f) of 
this section;
    (E) Ensure that employees working within the enclosure and/or using 
glove bags wear respirators and protective clothing as required by 
paragraphs (h) and (i) of this section;
    (F) Ensure through on-site supervision, that employees set up, use, 
and remove engineering controls, use work practices and personal 
protective equipment in compliance with all requirements;
    (G) Ensure that employees use the hygiene facilities and observe the 
decontamination procedures specified in paragraph (j) of this section;
    (H) Ensure that through on-site inspection, engineering controls are 
functioning properly and employees are using proper work practices; and,
    (I) Ensure that notification requirement in paragraph (k) of this 
section are met.
    (ii) [Reserved]
    (4) Training for the competent person. (i) For Class I and II 
asbestos work the competent person shall be trained in all aspects of 
asbestos removal and handling, including: abatement, installation, 
removal and handling; the contents of this standard; the identification 
of asbestos; removal procedures, where appropriate; and other practices 
for reducing the hazard. Such training shall be obtained in a 
comprehensive course for supervisors that meets the criteria of EPA's 
Model Accreditation Plan (40 CFR part 763, subpart E, Appendix C), such 
as a course conducted by an EPA-approved or state-approved training 
provider, certified by EPA or a state, or a course equivalent in 
stringency, content, and length.
    (ii) For Class III and IV asbestos work, the competent person shall 
be trained in aspects of asbestos handling appropriate for the nature of 
the work, to include procedures for setting up glove bags and mini-
enclosures, practices for reducing asbestos exposures, use of wet 
methods, the contents of this standard, and the identification of 
asbestos. Such training shall include successful completion of a course 
that is consistent with EPA requirements for training of local education 
agency maintenance and custodial staff as set forth at 40 CFR 
763.92(a)(2), or its equivalent in stringency, content and length. 
Competent persons for Class III and IV work, may also be trained 
pursuant to the requirements of paragraph (o)(4)(i) of this section.
    (p) Appendices. (1) Appendices A, C, D, and E to this section are 
incorporated as part of this section and the contents of these 
appendices are mandatory.
    (2) Appendices B, F, H, I, J, and K to this section are 
informational and are not intended to create any additional obligations 
not otherwise imposed or to detract from any existing obligations.

     Appendix A to Sec. 1926.1101--OSHA Reference Method--Mandatory

    This mandatory appendix specifies the procedure for analyzing air 
samples for asbestos and specifies quality control procedures that

[[Page 559]]

must be implemented by laboratories performing the analysis. The 
sampling and analytical methods described below represent the elements 
of the available monitoring methods (such as Appendix B of this 
regulation, the most current version of the OSHA method ID-160, or the 
most current version of the NIOSH Method 7400). All employers who are 
required to conduct air monitoring under paragraph (f) of the standard 
are required to utilize analytical laboratories that use this procedure, 
or an equivalent method, for collecting and analyzing samples.

                    Sampling and Analytical Procedure

    1. The sampling medium for air samples shall be mixed cellulose 
ester filter membranes. These shall be designated by the manufacturer as 
suitable for asbestos counting. See below for rejection of blanks.
    2. The preferred collection device shall be the 25-mm diameter 
cassette with an open-faced 50-mm electrically conductive extension 
cowl. The 37-mm cassette may be used if necessary but only if written 
justification for the need to use the 37-mm filter cassette accompanies 
the sample results in the employee's exposure monitoring record. Do not 
reuse or reload cassettes for asbestos sample collection.
    3. An air flow rate between 0.5 liter/min and 2.5 liters/min shall 
be selected for the 25/mm cassette. If the 37-mm cassette is used, an 
air flow rate between 1 liter/min and 2.5 liters/min shall be selected.
    4. Where possible, a sufficient air volume for each air sample shall 
be collected to yield between 100 and 1,300 fibers per square millimeter 
on the membrane filter. If a filter darkens in appearance or if loose 
dust is seen on the filter, a second sample shall be started.
    5. Ship the samples in a rigid container with sufficient packing 
material to prevent dislodging the collected fibers. Packing material 
that has a high electrostatic charge on its surface (e.g., expanded 
polystyrene) cannot be used because such material can cause loss of 
fibers to the sides of the cassette.
    6. Calibrate each personal sampling pump before and after use with a 
representative filter cassette installed between the pump and the 
calibration devices.
    7. Personal samples shall be taken in the ``breathing zone'' of the 
employee (i.e., attached to or near the collar or lapel near the 
worker's face).
    8. Fiber counts shall be made by positive phase contrast using a 
microscope with an 8 to 10 X eyepiece and a 40 to 45 X objective for a 
total magnification of approximately 400 X and a numerical aperture of 
0.65 to 0.75. The microscope shall also be fitted with a green or blue 
filter.
    9. The microscope shall be fitted with a Walton-Beckett eyepiece 
graticule calibrated for a field diameter of 100 micrometers (2 micrometers).
    10. The phase-shift detection limit of the microscope shall be about 
3 degrees measured using the HSE phase shift test slide as outlined 
below.
    a. Place the test slide on the microscope stage and center it under 
the phase objective.
    b. Bring the blocks of grooved lines into focus.
    Note: The slide consists of seven sets of grooved lines (ca. 20 
grooves to each block) in descending order of visibility from sets 1 to 
7, seven being the least visible. The requirements for asbestos counting 
are that the microscope optics must resolve the groooved lines in set 3 
completely, although they may appear somewhat faint, and that the 
grooved lines in sets 6 and 7 must be invisible. Sets 4 and 5 must be at 
least partially visible but may vary slightly in visibility between 
microscopes. A microscope that fails to meet these requirements has 
either too low or too high a resolution to be used for asbestos 
counting.
    c. If the image deteriorates, clean and adjust the microscope 
optics. If the problem persists, cosult the microscope manufacturer.
    11. Each set of samples taken will include 10% field blanks or a 
minimum of 2 field blanks. These blanks must come from the same lot as 
the filters used for sample collection. The field blank results shall be 
averaged and subtracted from the analytical results before reporting. A 
set consists of any sample or group of samples for which an evaluation 
for this standard must be made. Any samples represented by a field blank 
having a fiber count in excess of the detection limit of the method 
being used shall be rejected.
    12. The samples shall be mounted by the acetone/triacetin method or 
a method with an equivalent index of refraction and similar clarity.
    13. Observe the following counting rules.
    a. Count only fibers equal to or longer than 5 micrometers. Measure 
the length of curved fibers along the curve.
    b. In the absence of other information, count all particles as 
asbestos, that have a length-to-width ratio (aspect ratio) of 3:1 or 
greater.
    c. Fibers lying entirely within the boundary of the Walton-Beckett 
graticule field shall receive a count of 1. Fibers crossing the boundary 
once, having one end within the circle, shall receive the count of one 
half (\1/2\). Do not count any fiber that crosses the graticule boundary 
more than once. Reject and do not count any other fibers even though 
they may be visible outside the graticule area.

[[Page 560]]

    d. Count bundles of fibers as one fiber unless individual fibers can 
be identified by observing both ends of an individual fiber.
    e. Count enough graticule fields to yield 100 fibers. Count a 
minimum of 20 fields; stop counting at 100 fields regardless of fiber 
count.
    14. Blind recounts shall be conducted at the rate of 10 percent.

                       Quality Control Procedures

    1. Intralaboratory program. Each laboratory and/or each company with 
more than one microscopist counting slides shall establish a 
statistically designed quality assurance program involving blind 
recounts and comparisons between microscopists to monitor the 
variability of counting by each microscopist and between microscopists. 
In a company with more than one laboratory, the program shall include 
all laboratories, and shall also evaluate the laboratory-to-laboratory 
variability.
    2a. Interlaboratory program. Each laboratory analyzing asbestos 
samples for compliance determination shall implement an interlaboratory 
quality assurance program that, as a minimum, includes participation of 
at least two other independent laboratories. Each laboratory shall 
participate in round robin testing at least once every 6 months with at 
least all the other laboratories in its interlaboratory quality 
assurance group. Each laboratory shall submit slides typical of its own 
workload for use in this program. The round robin shall be designed and 
results analyzed using appropriate statistical methodology.
    b. All laboratories should also participate in a national sample 
testing scheme such as the Proficiency Analytical Testing Program (PAT), 
or the Asbestos Registry sponsored by the American Industrial Hygiene 
Association (AIHA).
    3. All individuals performing asbestos analysis must have taken the 
NIOSH course for sampling and evaluating airborne asbestos dust or an 
equivalent course.
    4. When the use of different microscopes contributes to differences 
between counters and laboratories, the effect of the different 
microscope shall be evaluated and the microscope shall be replaced, as 
necessary.
    5. Current results of these quality assurance programs shall be 
posted in each laboratory to keep the microscopists informed.

  Appendix B to Sec. 1926.1101--Sampling and Analysis (Non-Mandatory)

Matrix Air:
  OSHA Permissible Exposure Limits:
    Time Weighted Average...............  0.1 fiber/cc
    Excursion Level (30 minutes)........  1.0 fiber/cc
Collection Procedure:
    A known volume of air is drawn through a 25-mm diameter cassette
containing a mixed-cellulose ester filter. The cassette must be equipped
 with an electrically conductive 50-mm extension cowl. The sampling time
   and rate are chosen to give a fiber density of between 100 to 1,300
                        fibers/mm2 on the filter.
------------------------------------------------------------------------


Recommended Sampling Rate...............  0.5 to 5.0 liters/minute (L/
                                           min)
Recommended Air Volumes:
    Minimum.............................  25 L
    Maximum.............................  2,400 L
------------------------------------------------------------------------

    Analytical Procedure:
    A portion of the sample filter is cleared and prepared for asbestos 
fiber counting by Phase Contrast Microscopy (PCM) at 400X.
    Commercial manufacturers and products mentioned in this method are 
for descriptive use only and do not constitute endorsements by USDOL-
OSHA. Similar products from other sources can be substituted.

                             1. Introduction

    This method describes the collection of airborne asbestos fibers 
using calibrated sampling pumps with mixed-cellulose ester (MCE) filters 
and analysis by phase contrast microscopy (PCM). Some terms used are 
unique to this method and are defined below: Asbestos: A term for 
naturally occurring fibrous minerals. Asbestos includes chrysotile, 
crocidolite, amosite (cummingtonite-grunerite asbestos), tremolite 
asbestos, actinolite asbestos, anthophyllite asbestos, and any of these 
minerals that have been chemically treated and/or altered. The precise 
chemical formulation of each species will vary with the location from 
which it was mined. Nominal compositions are listed:

Chrysotile..............................                 Mg3 Si2 O5(OH)4
Crocidolite.............................         Na2 Fe3\2+\ Fe2\3+\ Si8
                                                                O22(OH)2
Amosite.................................           (Mg,Fe)7 Si8 O22(OH)2
Tremolite-actinolite....................        Ca2(Mg,Fe)5 Si8 O22(OH)2
Anthophyllite...........................           (Mg,Fe)7 Si8 O22(OH)2
 

    Asbestos Fiber: A fiber of asbestos which meets the criteria 
specified below for a fiber.

[[Page 561]]

    Aspect Ratio: The ratio of the length of a fiber to it's diameter 
(e.g. 3:1, 5:1 aspect ratios).
    Cleavage Fragments: Mineral particles formed by comminution of 
minerals, especially those characterized by parallel sides and a 
moderate aspect ratio (usually less than 20:1).
    Detection Limit: The number of fibers necessary to be 95% certain 
that the result is greater than zero.
    Differential Counting: The term applied to the practice of excluding 
certain kinds of fibers from the fiber count because they do not appear 
to be asbestos.
    Fiber: A particle that is 5 [micro]m or longer, with a length-to-
width ratio of 3 to 1 or longer.
    Field: The area within the graticule circle that is superimposed on 
the microscope image.
    Set: The samples which are taken, submitted to the laboratory, 
analyzed, and for which, interim or final result reports are generated.
    Tremolite, Anthophyllite, and Actinolite: The non-asbestos form of 
these minerals which meet the definition of a fiber. It includes any of 
these minerals that have been chemically treated and/or altered.
    Walton-Beckett Graticule: An eyepiece graticule specifically 
designed for asbestos fiber counting. It consists of a circle with a 
projected diameter of 100 2 [micro]m (area of 
about 0.00785 mm\2\) with a crosshair having tic-marks at 3-[micro]m 
intervals in one direction and 5-[micro]m in the orthogonal direction. 
There are marks around the periphery of the circle to demonstrate the 
proper sizes and shapes of fibers. This design is reproduced in Figure 
1. The disk is placed in one of the microscope eyepieces so that the 
design is superimposed on the field of view.

                              1.1. History

    Early surveys to determine asbestos exposures were conducted using 
impinger counts of total dust with the counts expressed as million 
particles per cubic foot. The British Asbestos Research Council 
recommended filter membrane counting in 1969. In July 1969, the Bureau 
of Occupational Safety and Health published a filter membrane method for 
counting asbestos fibers in the United States. This method was refined 
by NIOSH and published as P & CAM 239. On May 29, 1971, OSHA specified 
filter membrane sampling with phase contrast counting for evaluation of 
asbestos exposures at work sites in the United States. The use of this 
technique was again required by OSHA in 1986. Phase contrast microscopy 
has continued to be the method of choice for the measurement of 
occupational exposure to asbestos.

                             1.2. Principle

    Air is drawn through a MCE filter to capture airborne asbestos 
fibers. A wedge shaped portion of the filter is removed, placed on a 
glass microscope slide and made transparent. A measured area (field) is 
viewed by PCM. All the fibers meeting defined criteria for asbestos are 
counted and considered a measure of the airborne asbestos concentration.

                    1.3. Advantages and Disadvantages

    There are four main advantages of PCM over other methods:
    (1) The technique is specific for fibers. Phase contrast is a fiber 
counting technique which excludes non-fibrous particles from the 
analysis.
    (2) The technique is inexpensive and does not require specialized 
knowledge to carry out the analysis for total fiber counts.
    (3) The analysis is quick and can be performed on-site for rapid 
determination of air concentrations of asbestos fibers.
    (4) The technique has continuity with historical epidemiological 
studies so that estimates of expected disease can be inferred from long-
term determinations of asbestos exposures.
    The main disadvantage of PCM is that it does not positively identify 
asbestos fibers. Other fibers which are not asbestos may be included in 
the count unless differential counting is performed. This requires a 
great deal of experience to adequately differentiate asbestos from non-
asbestos fibers. Positive identification of asbestos must be performed 
by polarized light or electron microscopy techniques. A further 
disadvantage of PCM is that the smallest visible fibers are about 0.2 
[micro]m in diameter while the finest asbestos fibers may be as small as 
0.02 [micro]m in diameter. For some exposures, substantially more fibers 
may be present than are actually counted.

                         1.4. Workplace Exposure

    Asbestos is used by the construction industry in such products as 
shingles, floor tiles, asbestos cement, roofing felts, insulation and 
acoustical products. Non-construction uses include brakes, clutch 
facings, paper, paints, plastics, and fabrics. One of the most 
significant exposures in the workplace is the removal and encapsulation 
of asbestos in schools, public buildings, and homes. Many workers have 
the potential to be exposed to asbestos during these operations.
    About 95% of the asbestos in commercial use in the United States is 
chrysotile. Crocidolite and amosite make up most of the remainder. 
Anthophyllite and tremolite or actinolite are likely to be encountered 
as contaminants in various industrial products.

[[Page 562]]

                        1.5. Physical Properties

    Asbestos fiber possesses a high tensile strength along its axis, is 
chemically inert, non-combustible, and heat resistant. It has a high 
electrical resistance and good sound absorbing properties. It can be 
weaved into cables, fabrics or other textiles, and also matted into 
asbestos papers, felts, or mats.

                      2. Range and Detection Limit

    2.1. The ideal counting range on the filter is 100 to 1,300 fibers/
mm\2\. With a Walton-Beckett graticule this range is equivalent to 0.8 
to 10 fibers/field. Using NIOSH counting statistics, a count of 0.8 
fibers/field would give an approximate coefficient of variation (CV) of 
0.13.
    2.2. The detection limit for this method is 4.0 fibers per 100 
fields or 5.5 fibers/mm\2\. This was determined using an equation to 
estimate the maximum CV possible at a specific concentration (95% 
confidence) and a Lower Control Limit of zero. The CV value was then 
used to determine a corresponding concentration from historical CV vs 
fiber relationships. As an example:

Lower Control Limit (95% Confidence) = AC--1.645(CV)(AC)

Where:

AC = Estimate of the airborne fiber concentration (fibers/cc) Setting 
the Lower Control Limit=0 and solving for CV:
0 = AC--1.645(CV)(AC)
CV = 0.61

    This value was compared with CV vs. count curves. The count at which 
CV = 0.61 for Leidel-Busch counting statistics or for an OSHA Salt Lake 
Technical Center (OSHA-SLTC) CV curve (see Appendix A for further 
information) was 4.4 fibers or 3.9 fibers per 100 fields, respectively. 
Although a lower detection limit of 4 fibers per 100 fields is supported 
by the OSHA-SLTC data, both data sets support the 4.5 fibers per 100 
fields value.

              3. Method Performance--Precision and Accuracy

    Precision is dependent upon the total number of fibers counted and 
the uniformity of the fiber distribution on the filter. A general rule 
is to count at least 20 and not more than 100 fields. The count is 
discontinued when 100 fibers are counted, provided that 20 fields have 
already been counted. Counting more than 100 fibers results in only a 
small gain in precision. As the total count drops below 10 fibers, an 
accelerated loss of precision is noted.
    At this time, there is no known method to determine the absolute 
accuracy of the asbestos analysis. Results of samples prepared through 
the Proficiency Analytical Testing (PAT) Program and analyzed by the 
OSHA-SLTC showed no significant bias when compared to PAT reference 
values. The PAT samples were analyzed from 1987 to 1989 (N=36) and the 
concentration range was from 120 to 1,300 fibers/mm\2\.

                            4. Interferences

    Fibrous substances, if present, may interfere with asbestos 
analysis.
    Some common fibers are:

fiberglass
anhydrite
plant fibers
perlite veins
gypsum
some synthetic fibers
membrane structures
sponge spicules
diatoms
microorganisms
wollastonite

    The use of electron microscopy or optical tests such as polarized 
light, and dispersion staining may be used to differentiate these 
materials from asbestos when necessary.

                               5. Sampling

                             5.1. Equipment

    5.1.1. Sample assembly (The assembly is shown in Figure 3). 
Conductive filter holder consisting of a 25-mm diameter, 3-piece 
cassette having a 50-mm long electrically conductive extension cowl. 
Backup pad, 25-mm, cellulose. Membrane filter, mixed-cellulose ester 
(MCE), 25-mm, plain, white, 0.4 to 1.2-[micro]m pore size.

    Notes:
(a) DO NOT RE-USE CASSETTES.
(b) Fully conductive cassettes are required to reduce fiber loss to the 
sides of the cassette due to electrostatic attraction.
(c) Purchase filters which have been selected by the manufacturer for 
asbestos counting or analyze representative filters for fiber background 
before use. Discard the filter lot if more than 4 fibers/100 fields are 
found.
(d) To decrease the possibility of contamination, the sampling system 
(filter-backup pad-cassette) for asbestos is usually preassembled by the 
manufacturer.
(e) Other cassettes, such as the Bell-mouth, may be used within the 
limits of their validation.

    5.1.2. Gel bands for sealing cassettes.
    5.1.3. Sampling pump.
    Each pump must be a battery operated, self-contained unit small 
enough to be placed on the monitored employee and not interfere with the 
work being performed. The pump must be capable of sampling at the 
collection rate for the required sampling time.
    5.1.4. Flexible tubing, 6-mm bore.
    5.1.5. Pump calibration.
    Stopwatch and bubble tube/burette or electronic meter.
    5.2. Sampling Procedure

[[Page 563]]

    5.2.1. Seal the point where the base and cowl of each cassette meet 
with a gel band or tape.
    5.2.2. Charge the pumps completely before beginning.
    5.2.3. Connect each pump to a calibration cassette with an 
appropriate length of 6-mm bore plastic tubing. Do not use luer 
connectors--the type of cassette specified above has built-in adapters.
    5.2.4. Select an appropriate flow rate for the situation being 
monitored. The sampling flow rate must be between 0.5 and 5.0 L/min for 
personal sampling and is commonly set between 1 and 2 L/min. Always 
choose a flow rate that will not produce overloaded filters.
    5.2.5. Calibrate each sampling pump before and after sampling with a 
calibration cassette in-line (Note: This calibration cassette should be 
from the same lot of cassettes used for sampling). Use a primary 
standard (e.g. bubble burette) to calibrate each pump. If possible, 
calibrate at the sampling site.

    Note: If sampling site calibration is not possible, environmental 
influences may affect the flow rate. The extent is dependent on the type 
of pump used. Consult with the pump manufacturer to determine dependence 
on environmental influences. If the pump is affected by temperature and 
pressure changes, correct the flow rate using the formula shown in the 
section ``Sampling Pump Flow Rate Corrections'' at the end of this 
appendix.

    5.2.6. Connect each pump to the base of each sampling cassette with 
flexible tubing. Remove the end cap of each cassette and take each air 
sample open face. Assure that each sample cassette is held open side 
down in the employee's breathing zone during sampling. The distance from 
the nose/mouth of the employee to the cassette should be about 10 cm. 
Secure the cassette on the collar or lapel of the employee using spring 
clips or other similar devices.
    5.2.7. A suggested minimum air volume when sampling to determine TWA 
compliance is 25 L. For Excursion Limit (30 min sampling time) 
evaluations, a minimum air volume of 48 L is recommended.
    5.2.8. The most significant problem when sampling for asbestos is 
overloading the filter with non-asbestos dust. Suggested maximum air 
sample volumes for specific environments are:

------------------------------------------------------------------------
               Environment                         Air Vol. (L)
------------------------------------------------------------------------
Asbestos removal operations (visible      100.
 dust).
Asbestos removal operations (little       240.
 dust).
Office environments.....................  400 to 2,400.
------------------------------------------------------------------------

    CAUTION: Do not overload the filter with dust. High levels of non-
fibrous dust particles may obscure fibers on the filter and lower the 
count or make counting impossible. If more than about 25 to 30% of the 
field area is obscured with dust, the result may be biased low. Smaller 
air volumes may be necessary when there is excessive non-asbestos dust 
in the air.
    While sampling, observe the filter with a small flashlight. If there 
is a visible layer of dust on the filter, stop sampling, remove and seal 
the cassette, and replace with a new sampling assembly. The total dust 
loading should not exceed 1 mg.
    5.2.9. Blank samples are used to determine if any contamination has 
occurred during sample handling. Prepare two blanks for the first 1 to 
20 samples. For sets containing greater than 20 samples, prepare blanks 
as 10% of the samples. Handle blank samples in the same manner as air 
samples with one exception: Do not draw any air through the blank 
samples. Open the blank cassette in the place where the sample cassettes 
are mounted on the employee. Hold it open for about 30 seconds. Close 
and seal the cassette appropriately. Store blanks for shipment with the 
sample cassettes.
    5.2.10. Immediately after sampling, close and seal each cassette 
with the base and plastic plugs. Do not touch or puncture the filter 
membrane as this will invalidate the analysis.
    5.2.11 Attach and secure a sample seal around each sample cassette 
in such a way as to assure that the end cap and base plugs cannot be 
removed without destroying the seal. Tape the ends of the seal together 
since the seal is not long enough to be wrapped end-to-end. Also wrap 
tape around the cassette at each joint to keep the seal secure.
    5.3.1. Send the samples to the laboratory with paperwork requesting 
asbestos analysis. List any known fibrous interferences present during 
sampling on the paperwork. Also, note the workplace operation(s) 
sampled.
    5.3.2. Secure and handle the samples in such that they will not 
rattle during shipment nor be exposed to static electricity. Do not ship 
samples in expanded polystyrene peanuts, vermiculite, paper shreds, or 
excelsior. Tape sample cassettes to sheet bubbles and place in a 
container that will cushion the samples in such a manner that they will 
not rattle.
    5.3.3. To avoid the possibility of sample contamination, always ship 
bulk samples in separate mailing containers.

                               6. Analysis

                         6.1. Safety Precautions

    6.1.1. Acetone is extremely flammable and precautions must be taken 
not to ignite it. Avoid using large containers or quantities of acetone. 
Transfer the solvent in a ventilated laboratory hood. Do not use acetone 
near any open flame. For generation of acetone vapor, use a spark free 
heat source.

[[Page 564]]

    6.1.2. Any asbestos spills should be cleaned up immediately to 
prevent dispersal of fibers. Prudence should be exercised to avoid 
contamination of laboratory facilities or exposure of personnel to 
asbestos. Asbestos spills should be cleaned up with wet methods and/or a 
High Efficiency Particulate-Air (HEPA) filtered vacuum.
    CAUTION: Do not use a vacuum without a HEPA filter--It will disperse 
fine asbestos fibers in the air.

                             6.2. Equipment

    6.2.1. Phase contrast microscope with binocular or trinocular head.
    6.2.2. Widefield or Huygenian 10X eyepieces (NOTE: The eyepiece 
containing the graticule must be a focusing eyepiece. Use a 40X phase 
objective with a numerical aperture of 0.65 to 0.75).
    6.2.3. Kohler illumination (if possible) with green or blue filter.
    6.2.4. Walton-Beckett Graticule, type G-22 with 100 2 [micro]m projected diameter.
    6.2.5. Mechanical stage. A rotating mechanical stage is convenient 
for use with polarized light.
    6.2.6. Phase telescope.
    6.2.7. Stage micrometer with 0.01-mm subdivisions.
    6.2.8. Phase-shift test slide, mark II (Available from PTR optics 
Ltd., and also McCrone).
    6.2.9. Precleaned glass slides, 25 mmx75 mm. One end can be frosted 
for convenience in writing sample numbers, etc., or paste-on labels can 
be used.
    6.2.10. Cover glass 1\1/2\.
    6.2.11. Scalpel (10, curved blade).
    6.2.12. Fine tipped forceps.
    6.2.13. Aluminum block for clearing filter (see Appendix D and 
Figure 4).
    6.2.14. Automatic adjustable pipette, 100- to 500-[micro]L.
    6.2.15. Micropipette, 5 [micro]L.

                              6.3. Reagents

    6.3.1. Acetone (HPLC grade).
    6.3.2. Triacetin (glycerol triacetate).
    6.3.3. Lacquer or nail polish.

                        6.4. Standard Preparation

    A way to prepare standard asbestos samples of known concentration 
has not been developed. It is possible to prepare replicate samples of 
nearly equal concentration. This has been performed through the PAT 
program. These asbestos samples are distributed by the AIHA to 
participating laboratories.
    Since only about one-fourth of a 25-mm sample membrane is required 
for an asbestos count, any PAT sample can serve as a ``standard'' for 
replicate counting.

                          6.5. Sample Mounting

    Note: See Safety Precautions in Section 6.1. before proceeding. The 
objective is to produce samples with a smooth (non-grainy) background in 
a medium with a refractive index of approximately 1.46. The technique 
below collapses the filter for easier focusing and produces permanent 
mounts which are useful for quality control and interlaboratory 
comparison.

    An aluminum block or similar device is required for sample 
preparation.
    6.5.1. Heat the aluminum block to about 70 [deg]C. The hot block 
should not be used on any surface that can be damaged by either the heat 
or from exposure to acetone.
    6.5.2. Ensure that the glass slides and cover glasses are free of 
dust and fibers.
    6.5.3. Remove the top plug to prevent a vacuum when the cassette is 
opened. Clean the outside of the cassette if necessary. Cut the seal 
and/or tape on the cassette with a razor blade. Very carefully separate 
the base from the extension cowl, leaving the filter and backup pad in 
the base.
    6.5.4. With a rocking motion cut a triangular wedge from the filter 
using the scalpel. This wedge should be one-sixth to one-fourth of the 
filter. Grasp the filter wedge with the forceps on the perimeter of the 
filter which was clamped between the cassette pieces. DO NOT TOUCH the 
filter with your finger. Place the filter on the glass slide sample side 
up. Static electricity will usually keep the filter on the slide until 
it is cleared.
    6.5.5. Place the tip of the micropipette containing about 200 
[micro]L acetone into the aluminum block. Insert the glass slide into 
the receiving slot in the aluminum block. Inject the acetone into the 
block with slow, steady pressure on the plunger while holding the 
pipette firmly in place. Wait 3 to 5 seconds for the filter to clear, 
then remove the pipette and slide from the aluminum block.
    6.5.6. Immediately (less than 30 seconds) place 2.5 to 3.5 [micro]L 
of triacetin on the filter (NOTE: Waiting longer than 30 seconds will 
result in increased index of refraction and decreased contrast between 
the fibers and the preparation. This may also lead to separation of the 
cover slip from the slide).
    6.5.7. Lower a cover slip gently onto the filter at a slight angle 
to reduce the possibility of forming air bubbles. If more than 30 
seconds have elapsed between acetone exposure and triacetin application, 
glue the edges of the cover slip to the slide with lacquer or nail 
polish.
    6.5.8. If clearing is slow, warm the slide for 15 min on a hot plate 
having a surface temperature of about 50 [deg]C to hasten clearing. The 
top of the hot block can be used if the slide is not heated too long.
    6.5.9. Counting may proceed immediately after clearing and mounting 
are completed.

[[Page 565]]

                          6.6. Sample Analysis

    Completely align the microscope according to the manufacturer's 
instructions. Then, align the microscope using the following general 
alignment routine at the beginning of every counting session and more 
often if necessary.
    6.6.1. Alignment
    (1) Clean all optical surfaces. Even a small amount of dirt can 
significantly degrade the image.
    (2) Rough focus the objective on a sample.
    (3) Close down the field iris so that it is visible in the field of 
view. Focus the image of the iris with the condenser focus. Center the 
image of the iris in the field of view.
    (4) Install the phase telescope and focus on the phase rings. 
Critically center the rings. Misalignment of the rings results in 
astigmatism which will degrade the image.
    (5) Place the phase-shift test slide on the microscope stage and 
focus on the lines. The analyst must see line set 3 and should see at 
least parts of 4 and 5 but, not see line set 6 or 6. A microscope/
microscopist combination which does not pass this test may not be used.
    6.6.2. Counting Fibers
    (1) Place the prepared sample slide on the mechanical stage of the 
microscope. Position the center of the wedge under the objective lens 
and focus upon the sample.
    (2) Start counting from one end of the wedge and progress along a 
radial line to the other end (count in either direction from perimeter 
to wedge tip). Select fields randomly, without looking into the 
eyepieces, by slightly advancing the slide in one direction with the 
mechanical stage control.
    (3) Continually scan over a range of focal planes (generally the 
upper 10 to 15 [micro]m of the filter surface) with the fine focus 
control during each field count. Spend at least 5 to 15 seconds per 
field.
    (4) Most samples will contain asbestos fibers with fiber diameters 
less than 1 [micro]m. Look carefully for faint fiber images. The small 
diameter fibers will be very hard to see. However, they are an important 
contribution to the total count.
    (5) Count only fibers equal to or longer than 5 [micro]m. Measure 
the length of curved fibers along the curve.
    (6) Count fibers which have a length to width ratio of 3:1 or 
greater.
    (7) Count all the fibers in at least 20 fields. Continue counting 
until either 100 fibers are counted or 100 fields have been viewed; 
whichever occurs first. Count all the fibers in the final field.
    (8) Fibers lying entirely within the boundary of the Walton-Beckett 
graticule field shall receive a count of 1. Fibers crossing the boundary 
once, having one end within the circle shall receive a count of \1/2\. 
Do not count any fiber that crosses the graticule boundary more than 
once. Reject and do not count any other fibers even though they may be 
visible outside the graticule area. If a fiber touches the circle, it is 
considered to cross the line.
    (9) Count bundles of fibers as one fiber unless individual fibers 
can be clearly identified and each individual fiber is clearly not 
connected to another counted fiber. See Figure 1 for counting 
conventions.
    (10) Record the number of fibers in each field in a consistent way 
such that filter non-uniformity can be assessed.
    (11) Regularly check phase ring alignment.
    (12) When an agglomerate (mass of material) covers more than 25% of 
the field of view, reject the field and select another. Do not include 
it in the number of fields counted.
    (13) Perform a ``blind recount'' of 1 in every 10 filter wedges 
(slides). Re-label the slides using a person other than the original 
counter.

                        6.7. Fiber Identification

    As previously mentioned in Section 1.3., PCM does not provide 
positive confirmation of asbestos fibers. Alternate differential 
counting techniques should be used if discrimination is desirable. 
Differential counting may include primary discrimination based on 
morphology, polarized light analysis of fibers, or modification of PCM 
data by Scanning Electron or Transmission Electron Microscopy.
    A great deal of experience is required to routinely and correctly 
perform differential counting. It is discouraged unless it is legally 
necessary. Then, only if a fiber is obviously not asbestos should it be 
excluded from the count. Further discussion of this technique can be 
found in reference 8.10.
    If there is a question whether a fiber is asbestos or not, follow 
the rule:
    ``WHEN IN DOUBT, COUNT.''

         6.8. Analytical Recommendations--Quality Control System

    6.8.1. All individuals performing asbestos analysis must have taken 
the NIOSH course for sampling and evaluating airborne asbestos or an 
equivalent course.
    6.8.2. Each laboratory engaged in asbestos counting shall set up a 
slide trading arrangement with at least two other laboratories in order 
to compare performance and eliminate inbreeding of error. The slide 
exchange occurs at least semiannually. The round robin results shall be 
posted where all analysts can view individual analyst's results.
    6.8.3. Each laboratory engaged in asbestos counting shall 
participate in the Proficiency Analytical Testing Program, the Asbestos 
Analyst Registry or equivalent.
    6.8.4. Each analyst shall select and count prepared slides from a 
``slide bank''. These

[[Page 566]]

are quality assurance counts. The slide bank shall be prepared using 
uniformly distributed samples taken from the workload. Fiber densities 
should cover the entire range routinely analyzed by the laboratory. 
These slides are counted blind by all counters to establish an original 
standard deviation. This historical distribution is compared with the 
quality assurance counts. A counter must have 95% of all quality control 
samples counted within three standard deviations of the historical mean. 
This count is then integrated into a new historical mean and standard 
deviation for the slide.
    The analyses done by the counters to establish the slide bank may be 
used for an interim quality control program if the data are treated in a 
proper statistical fashion.

                             7. Calculations

    7.1. Calculate the estimated airborne asbestos fiber concentration 
on the filter sample using the following formula:
[GRAPHIC] [TIFF OMITTED] TR10AU94.033

where:

AC=Airborne fiber concentration
FB=Total number of fibers greater than 5 [micro]m counted
FL=Total number of fields counted on the filter
BFB=Total number of fibers greater than 5 [micro]m counted in the blank
BFL=Total number of fields counted on the blank
ECA=Effective collecting area of filter (385 mm\2\ nominal for a 25-mm 
filter.)
FR=Pump flow rate (L/min)
MFA=Microscope count field area (mm\2\). This is 0.00785 mm\2\ for a 
Walton-Beckett Graticule.
T=Sample collection time (min)
1,000=Conversion of L to cc
    Note: The collection area of a filter is seldom equal to 385 mm\2\. 
It is appropriate for laboratories to routinely monitor the exact 
diameter using an inside micrometer. The collection area is calculated 
according to the formula:

Area = [dagger](d/2)\2\

                       7.2. Short-Cut Calculation

    Since a given analyst always has the same interpupillary distance, 
the number of fields per filter for a particular analyst will remain 
constant for a given size filter. The field size for that analyst is 
constant (i.e. the analyst is using an assigned microscope and is not 
changing the reticle).
    For example, if the exposed area of the filter is always 385 mm\2\ 
and the size of the field is always 0.00785 mm\2\ the number of fields 
per filter will always be 49,000. In addition it is necessary to convert 
liters of air to cc. These three constants can then be combined such 
that ECA/(1,000xMFA)=49. The previous equation simplifies to:
[GRAPHIC] [TIFF OMITTED] TR10AU94.034

                        7.3. Recount Calculations

    As mentioned in step 13 of Section 6.6.2., a ``blind recount'' of 
10% of the slides is performed. In all cases, differences will be 
observed between the first and second counts of the same filter wedge. 
Most of these differences will be due to chance alone, that is, due to 
the random variability (precision) of the count method. Statistical 
recount criteria enables one to decide whether observed differences can 
be explained due to chance alone or are probably due to systematic 
differences between analysts, microscopes, or other biasing factors.
    The following recount criterion is for a pair of counts that 
estimate AC in fibers/cc. The criterion is given at the type-I error 
level. That is, there is 5% maximum risk that we will reject a pair of 
counts for the reason that one might be biased, when the large observed 
difference is really due to chance.
    Reject a pair of counts if:
    [GRAPHIC] [TIFF OMITTED] TR29JN95.002
    
Where:

AC1=lower estimated airborne fiber concentration
AC2=higher estimated airborne fiber concentration
ACavg=average of the two concentration estimates
CVFB=CV for the average of the two concentration estimates
    If a pair of counts are rejected by this criterion then, recount the 
rest of the filters in the submitted set. Apply the test and reject any 
other pairs failing the test. Rejection shall include a memo to the 
industrial hygienist stating that the sample failed a statistical test 
for homogeneity and the true air concentration may be significantly 
different than the reported value.

                         7.4. Reporting Results

    Report results to the industrial hygienist as fibers/cc. Use two 
significant figures. If

[[Page 567]]

multiple analyses are performed on a sample, an average of the results 
is to be reported unless any of the results can be rejected for cause.

                              8. References

    8.1. Dreesen, W.C., et al., U.S. Public Health Service: A Study of 
Asbestosis in the Asbestos Textile Industry (Public Health Bulletin No. 
241), U.S. Treasury Dept., Washington, DC, 1938.
    8.2. Asbestos Research Council: The Measurement of Airborne Asbestos 
Dust by the Membrane Filter Method (Technical Note), Asbestos Research 
Council, Rockdale, Lancashire, Great Britain, 1969.
    8.3. Bayer, S.G., Zumwalde, R.D., Brown, T.A., Equipment and 
Procedure for Mounting Millipore Filters and Counting Asbestos Fibers by 
Phase Contrast Microscopy, Bureau of Occupational Health, U.S. Dept. of 
Health, Education and Welfare, Cincinnati, OH, 1969.
    8.4. NIOSH Manual of Analytical Methods, 2nd ed., Vol. 1 (DHEW/NIOSH 
Pub. No. 77-157-A). National Institute for Occupational Safety and 
Health, Cincinnati, OH, 1977. pp. 239-1--239-21.
    8.5. Asbestos, Code of Federal Regulations 29 CFR 1910.1001. 1971.
    8.6. Occupational Exposure to Asbestos, Tremolite, Anthophyllite, 
and Actinolite. Final Rule, Federal Register 51:119 (20 June 1986). pp. 
22612-22790.
    8.7. Asbestos, Tremolite, Anthophyllite, and Actinolite, Code of 
Federal Regulations 1910.1001. 1988. pp. 711-752.
    8.8. Criteria for a Recommended Standard--Occupational Exposure to 
Asbestos (DHEW/NIOSH Pub. No. HSM 72-10267), National Institute for 
Occupational Safety and Health, NIOSH, Cincinnati, OH, 1972. pp. III-1--
III-24.
    8.9. Leidel, N.A., Bayer, S.G., Zumwalde, R.D., Busch, K.A., USPHS/
NIOSH Membrane Filter Method for Evaluating Airborne Asbestos Fibers 
(DHEW/NIOSH Pub. No. 79-127). National Institute for Occupational Safety 
and Health, Cincinnati, OH, 1979.
    8.10. Dixon, W.C., Applications of Optical Microscopy in Analysis of 
Asbestos and Quartz, Analytical Techniques in Occupational Health 
Chemistry, edited by D.D. Dollberg and A.W. Verstuyft. Wash. DC: 
American Chemical Society, (ACS Symposium Series 120) 1980. pp. 13-41.

                             Quality Control

    The OSHA asbestos regulations require each laboratory to establish a 
quality control program. The following is presented as an example of how 
the OSHA-SLTC constructed its internal CV curve as part of meeting this 
requirement. Data is from 395 samples collected during OSHA compliance 
inspections and analyzed from October 1980 through April 1986.
    Each sample was counted by 2 to 5 different counters independently 
of one another. The standard deviation and the CV statistic was 
calculated for each sample. This data was then plotted on a graph of CV 
vs. fibers/mm\2\. A least squares regression was performed using the 
following equation:

CV = 
antilog10[A(log10(x))\2\+B(log10(x))+C]

where:

x = the number of fibers/mm\2\
    Application of least squares gave:
A = 0.182205
B = 0.973343
C = 0.327499

    Using these values, the equation becomes:

CV = antilog10[0.182205(log10(x))\2\
 -0.973343(log10(x))+0.327499]

                   Sampling Pump Flow Rate Corrections

    This correction is used if a difference greater than 5% in ambient 
temperature and/or pressure is noted between calibration and sampling 
sites and the pump does not compensate for the differences.
[GRAPHIC] [TIFF OMITTED] TR10AU94.036

Where:

Qact = actual flow rate
Qcal = calibrated flow rate (if a rotameter was used, the 
rotameter value)
Pcal = uncorrected air pressure at calibration
Pact = uncorrected air pressure at sampling site
Tact = temperature at sampling site (K)
Tcal = temperature at calibration (K)

                        Walton-Beckett Graticule

    When ordering the Graticule for asbestos counting, specify the exact 
disc diameter needed to fit the ocular of the microscope and the 
diameter (mm) of the circular counting area. Instructions for measuring 
the dimensions necessary are listed:
    (1) Insert any available graticule into the focusing eyepiece and 
focus so that the graticule lines are sharp and clear.
    (2) Align the microscope.
    (3) Place a stage micrometer on the microscope object stage and 
focus the microscope on the graduated lines.
    (4) Measure the magnified grid length, PL ([micro]m), using the 
stage micrometer.
    (5) Remove the graticule from the microscope and measure its actual 
grid length, AL (mm). This can be accomplished by using a mechanical 
stage fitted with verniers, or a jeweler's loupe with a direct reading 
scale.
    (6) Let D=100 [micro]m. Calculate the circle diameter, dc 
(mm), for the Walton-Beckett graticule and specify the diameter when 
making a purchase:

[[Page 568]]

[GRAPHIC] [TIFF OMITTED] TR10AU94.037

    Example: If PL=108 [micro]m, AL=2.93 mm and D=100 [micro]m, then,
    [GRAPHIC] [TIFF OMITTED] TR10AU94.038
    
    (7) Each eyepiece-objective-reticle combination on the microscope 
must be calibrated. Should any of the three be changed (by zoom 
adjustment, disassembly, replacement, etc.), the combination must be 
recalibrated. Calibration may change if interpupillary distance is 
changed.
    Measure the field diameter, D (acceptable range: 100 2 [micro]m) with a stage micrometer upon receipt of the 
graticule from the manufacturer. Determine the field area (mm\2\).
Field Area = [dagger](D/2) \2\
If D = 100 [micro]m=0.1 mm, then
Field Area = [dagger](0.1 mm/2) \2\=0.00785 mm \2\

    The Graticule is available from: Graticules Ltd., Morley Road, 
Tonbridge TN9 IRN, Kent, England (Telephone 011-44-732-359061). Also 
available from PTR Optics Ltd., 145 Newton Street, Waltham, MA 02154 
[telephone (617) 891-6000] or McCrone Accessories and Components, 2506 
S. Michigan Ave., Chicago, IL 60616 [phone (312)-842-7100]. The 
graticule is custom made for each microscope.
[GRAPHIC] [TIFF OMITTED] TR10AU94.025


[[Page 569]]



                   Counts for the Fibers in the Figure
------------------------------------------------------------------------
         Structure No.           Count             Explanation
------------------------------------------------------------------------
1 to 6........................       1  Single fibers all contained
                                         within the Circle.
7.............................   \1/2\  Fiber crosses circle once.
8.............................       0  Fiber too short.
9.............................       2  Two crossing fibers.
10............................       0  Fiber outside graticule.
11............................       0  Fiber crosses graticule twice.
12............................   \1/2\  Although split, fiber only
                                         crosses once.
------------------------------------------------------------------------

                Appendix C to Sec. 1926.1101 [Reserved]

    Appendix D to Sec. 1926.1101--Medical Questionnaires; Mandatory

    This mandatory appendix contains the medical questionnaires that 
must be administered to all employees who are exposed to asbestos above 
the permissible exposure limit, and who will therefore be included in 
their employer's medical surveillance program. Part 1 of the appendix 
contains the Initial Medical Questionnaire, which must be obained for 
all new hires who will be covered by the medical surveillance 
requirements. Part 2 includes the abbreviated Periodical Medical 
Questionnaire, which must be administered to all employees who are 
provided periodic medical examinations under the medical surveillance 
provisions of the standard.

[[Page 570]]

[GRAPHIC] [TIFF OMITTED] TC30OC91.064


[[Page 571]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.065


[[Page 572]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.066


[[Page 573]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.067


[[Page 574]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.068


[[Page 575]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.069


[[Page 576]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.070


[[Page 577]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.071


[[Page 578]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.072


[[Page 579]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.073


[[Page 580]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.074


[[Page 581]]


[GRAPHIC] [TIFF OMITTED] TC30OC91.075

  Appendix E to Sec. 1926.1101--Interpretation and Classification of 
                     Chest Roentgenograms--Mandatory

    (a) Chest roentgenograms shall be interpreted and classified in 
accordance with a professionally accepted classification system and 
recorded on an interpretation form following the format of the CDC/NIOSH 
(M) 2.8 form. As a minimum, the content within the bold lines of this 
form (items 1 through 4) shall be included. This form is not to be 
submitted to NIOSH.
    (b) Roentgenograms shall be interpreted and classified only by a B-
reader, a board eligible/certified radiologist, or an experienced 
physician with known s.
    (c) All interpreters, whenever interpreting chest roentgenograms 
made under this section, shall have immediately available for reference 
a complete set of the ILO-U/C International Classification of 
Radiographs for Pneumoconioses, 1980.

 Appendix F to Sec. 1926.1101--Work Practices and Engineering Controls 
             for Class I Asbestos Operations (Non-Mandatory)

    This is a non-mandatory appendix to the asbestos standards for 
construction and for shipyards. It describes criteria and procedures for 
erecting and using negative pressure enclosures for Class I Asbestos 
Work, when NPEs are used as an allowable control method to comply with 
paragraph (g)(5)(i) of this section. Many small and variable details are 
involved in the erection of a negative pressure enclosure. OSHA and most 
participants in the rulemaking agreed that only the major, more 
performance oriented criteria should be made mandatory. These criteria 
are set out in paragraph (g) of this section. In addition, this appendix 
includes these mandatory specifications and procedures in its guidelines 
in order to make this appendix coherent and helpful. The mandatory 
nature of the criteria which appear in the regulatory text is not 
changed because they are included in this ``non-mandatory'' appendix.

[[Page 582]]

Similarly, the additional criteria and procedures included as guidelines 
in the appendix, do not become mandatory because mandatory criteria are 
also included in these comprehensive guidelines.
    In addition, none of the criteria, both mandatory and recommended, 
are meant to specify or imply the need for use of patented or licensed 
methods or equipment. Recommended specifications included in this 
attachment should not discourage the use of creative alternatives which 
can be shown to reliably achieve the objectives of negative-pressure 
enclosures.
    Requirements included in this appendix, cover general provisions to 
be followed in all asbestos jobs, provisions which must be followed for 
all Class I asbestos jobs, and provisions governing the construction and 
testing of negative pressure enclosures. The first category includes the 
requirement for use of wet methods, HEPA vacuums, and immediate bagging 
of waste; Class I work must conform to the following provisions:
     oversight by competent person
     use of critical barriers over all openings to 
work area
     isolation of HVAC systems
     use of impermeable dropcloths and coverage of all 
objects within regulated areas
    In addition, more specific requirements for NPEs include:
     maintenance of -0.02 inches water gauge within 
enclosure
     manometric measurements
     air movement away from employees performing 
removal work
     smoke testing or equivalent for detection of 
leaks and air direction
     deactivation of electrical circuits, if not 
provided with ground-fault circuit interrupters.

                          Planning the Project

    The standard requires that an exposure assessment be conducted 
before the asbestos job is begun [Sec. 1926.1101 (f)(1)]. Information 
needed for that assessment, includes data relating to prior similar 
jobs, as applied to the specific variables of the current job. The 
information needed to conduct the assessment will be useful in planning 
the project, and in complying with any reporting requirements under this 
standard, when significant changes are being made to a control system 
listed in the standard, [see also those of USEPA (40 CFR 61, subpart M). 
Thus, although the standard does not explicitly require the preparation 
of a written asbestos removal plan, the usual constituents of such a 
plan, i.e., a description of the enclosure, the equipment, and the 
procedures to be used throughout the project, must be determined before 
the enclosure can be erected. The following information should be 
included in the planning of the system:

A physical description of the work area;
A description of the approximate amount of material to be removed;
A schedule for turning off and sealing existing ventilation systems;
Personnel hygiene procedures;
A description of personal protective equipment and clothing to be worn 
by employees;
A description of the local exhaust ventilation systems to be used and 
how they are to be tested;
A description of work practices to be observed by employees;
An air monitoring plan;
A description of the method to be used to transport waste material; and
The location of the dump site.

         Materials and Equipment Necessary for Asbestos Removal

    Although individual asbestos removal projects vary in terms of the 
equipment required to accomplish the removal of the materials, some 
equipment and materials are common to most asbestos removal operations.
    Plastic sheeting used to protect horizontal surfaces, seal HVAC 
openings or to seal vertical openings and ceilings should have a minimum 
thickness of 6 mils. Tape or other adhesive used to attach plastic 
sheeting should be of sufficient adhesive strength to support the weight 
of the material plus all stresses encountered during the entire duration 
of the project without becoming detached from the surface.
    Other equipment and materials which should be available at the 
beginning of each project are:

--HEPA Filtered Vacuum is essential for cleaning the work area after the 
asbestos has been removed. It should have a long hose capable of 
reaching out-of-the-way places, such as areas above ceiling tiles, 
behind pipes, etc.
--Portable air ventilation systems installed to provide the negative air 
pressure and air removal from the enclosure must be equipped with a HEPA 
filter. The number and capacity of units required to ventilate an 
enclosure depend on the size of the area to be ventilated. The filters 
for these systems should be designed in such a manner that they can be 
replaced when the air flow volume is reduced by the build-up of dust in 
the filtration material. Pressure monitoring devices with alarms and 
strip chart recorders attached to each system to indicate the pressure 
differential and the loss due to dust buildup on the filter are 
recommended.
--Water sprayers should be used to keep the asbestos material as 
saturated as possible during removal; the sprayers will provide a

[[Page 583]]

fine mist that minimizes the impact of the spray on the material.
--Water used to saturate the asbestos containing material can be amended 
by adding at least 15 milliliters (\1/4\ ounce) of wetting agent in 1 
liter (1 pint) of water. An example of a wetting agent is a 50/50 
mixture of polyoxyethylene ether and polyoxyethylene polyglycol ester.
--Backup power supplies are recommended, especially for ventilation 
systems.
--Shower and bath water should be with mixed hot and cold water faucets. 
Water that has been used to clean personnel or equipment should either 
be filtered or be collected and discarded as asbestos waste. Soap and 
shampoo should be provided to aid in removing dust from the workers' 
skin and hair.
--See paragraphs (h) and (i) of this section for appropriate respiratory 
protection and protective clothing.
--See paragraph (k) of this section for required signs and labels.

                         Preparing the Work Area

    Disabling HVAC Systems: The power to the heating, ventilation, and 
air conditioning systems that service the restricted area must be 
deactivated and locked off. All ducts, grills, access ports, windows and 
vents must be sealed off with two layers of plastic to prevent 
entrainment of contaminated air.
    Operating HVAC Systems in the Restricted Area: If components of a 
HVAC system located in the restricted area are connected to a system 
that will service another zone during the project, the portion of the 
duct in the restricted area must be sealed and pressurized. Necessary 
precautions include caulking the duct joints, covering all cracks and 
openings with two layers of sheeting, and pressurizing the duct 
throughout the duration of the project by restricting the return air 
flow. The power to the fan supplying the positive pressure should be 
locked ``on'' to prevent pressure loss.
    Sealing Elevators: If an elevator shaft is located in the restricted 
area, it should be either shut down or isolated by sealing with two 
layers of plastic sheeting. The sheeting should provide enough slack to 
accommodate the pressure changes in the shaft without breaking the air-
tight seal.
    Removing Mobile Objects: All movable objects should be cleaned and 
removed from the work area before an enclosure is constructed unless 
moving the objects creates a hazard. Mobile objects will be assumed to 
be contaminated and should be either cleaned with amended water and a 
HEPA vacuum and then removed from the area or wrapped and then disposed 
of as hazardous waste.
    Cleaning and Sealing Surfaces: After cleaning with water and a HEPA 
vacuum, surfaces of stationary objects should be covered with two layers 
of plastic sheeting. The sheeting should be secured with duct tape or an 
equivalent method to provide a tight seal around the object.
    Bagging Waste: In addition to the requirement for immediate bagging 
of waste for disposal, it is further recommended that the waste material 
be double-bagged and sealed in plastic bags designed for asbestos 
disposal. The bags should be stored in a waste storage area that can be 
controlled by the workers conducting the removal. Filters removed from 
air handling units and rubbish removed from the area are to be bagged 
and handled as hazardous waste.

                       Constructing the Enclosure

    The enclosure should be constructed to provide an air-tight seal 
around ducts and openings into existing ventilation systems and around 
penetrations for electrical conduits, telephone wires, water lines, 
drain pipes, etc. Enclosures should be both airtight and watertight 
except for those openings designed to provide entry and/or air flow 
control.
    Size: An enclosure should be the minimum volume to encompass all of 
the working surfaces yet allow unencumbered movement by the worker(s), 
provide unrestricted air flow past the worker(s), and ensure walking 
surfaces can be kept free of tripping hazards.
    Shape: The enclosure may be any shape that optimizes the flow of 
ventilation air past the worker(s).
    Structural Integrity: The walls, ceilings and floors must be 
supported in such a manner that portions of the enclosure will not fall 
down during normal use.
    Openings: It is not necessary that the structure be airtight; 
openings may be designed to direct air flow. Such openings should be 
located at a distance from active removal operations. They should be 
designed to draw air into the enclosure under all anticipated 
circumstances. In the event that negative pressure is lost, they should 
be fitted with either HEPA filters to trap dust or automatic trap doors 
that prevent dust from escaping the enclosure. Openings for exits should 
be controlled by an airlock or a vestibule.
    Barrier Supports: Frames should be constructed to support all 
unsupported spans of sheeting.
    Sheeting: Walls, barriers, ceilings, and floors should be lined with 
two layers of plastic sheeting having a thickness of at least 6 mil.
    Seams: Seams in the sheeting material should be minimized to reduce 
the possibilities of accidental rips and tears in the adhesive or 
connections. All seams in the sheeting should overlap, be staggered and 
not be located at corners or wall-to-floor joints. Areas Within an 
Enclosure: Each enclosure consists of a work area, a decontamination 
area, and waste storage area. The work area

[[Page 584]]

where the asbestos removal operations occur should be separated from 
both the waste storage area and the contamination control area by 
physical curtains, doors, and/or airflow patterns that force any 
airborne contamination back into the work area.
    See paragraph (j) of this section for requirements for hygiene 
facilities.
    During egress from the work area, each worker should step into the 
equipment room, clean tools and equipment, and remove gross 
contamination from clothing by wet cleaning and HEPA vacuuming. Before 
entering the shower area, foot coverings, head coverings, hand 
coverings, and coveralls are removed and placed in impervious bags for 
disposal or cleaning. Airline connections from airline respirators with 
HEPA disconnects and power cables from powered air-purifying respirators 
(PAPRs) will be disconnected just prior to entering the shower room.

           Establishing Negative Pressure Within the Enclosure

    Negative Pressure: Air is to be drawn into the enclosure under all 
anticipated conditions and exhausted through a HEPA filter for 24 hours 
a day during the entire duration of the project.
    Air Flow Tests: Air flow patterns will be checked before removal 
operations begin, at least once per operating shift and any time there 
is a question regarding the integrity of the enclosure. The primary test 
for air flow is to trace air currents with smoke tubes or other visual 
methods. Flow checks are made at each opening and at each doorway to 
demonstrate that air is being drawn into the enclosure and at each 
worker's position to show that air is being drawn away from the 
breathing zone.
    Monitoring Pressure Within the Enclosure: After the initial air flow 
patterns have been checked, the static pressure must be monitored within 
the enclosure. Monitoring may be made using manometers, pressure gauges, 
or combinations of these devices. It is recommended that they be 
attached to alarms and strip chart recorders at points identified by the 
design engineer.
    Corrective Actions: If the manometers or pressure gauges demonstrate 
a reduction in pressure differential below the required level, work 
should cease and the reason for the change investigated and appropriate 
changes made. The air flow patterns should be retested before work 
begins again.
    Pressure Differential: The design parameters for static pressure 
differentials between the inside and outside of enclosures typically 
range from 0.02 to 0.10 inches of water gauge, depending on conditions. 
All zones inside the enclosure must have less pressure than the ambient 
pressure outside of the enclosure (-0.02 inches water gauge 
differential). Design specifications for the differential vary according 
to the size, configuration, and shape of the enclosure as well as 
ambient and mechanical air pressure conditions around the enclosure.
    Air Flow Patterns: The flow of air past each worker shall be 
enhanced by positioning the intakes and exhaust ports to remove 
contaminated air from the worker's breathing zone, by positioning HEPA 
vacuum cleaners to draw air from the worker's breathing zone, by forcing 
relatively uncontaminated air past the worker toward an exhaust port, or 
by using a combination of methods to reduce the worker's exposure.
    Air Handling Unit Exhaust: The exhaust plume from air handling units 
should be located away from adjacent personnel and intakes for HVAC 
systems.
    Air Flow Volume: The air flow volume (cubic meters per minute) 
exhausted (removed) from the workplace must exceed the amount of makeup 
air supplied to the enclosure. The rate of air exhausted from the 
enclosure should be designed to maintain a negative pressure in the 
enclosure and air movement past each worker. The volume of air flow 
removed from the enclosure should replace the volume of the container at 
every 5 to 15 minutes. Air flow volume will need to be relatively high 
for large enclosures, enclosures with awkward shapes, enclosures with 
multiple openings, and operations employing several workers in the 
enclosure.
    Air Flow Velocity: At each opening, the air flow velocity must 
visibly ``drag'' air into the enclosure. The velocity of air flow within 
the enclosure must be adequate to remove airborne contamination from 
each worker's breathing zone without disturbing the asbestos-containing 
material on surfaces.
    Airlocks: Airlocks are mechanisms on doors and curtains that control 
the air flow patterns in the doorways. If air flow occurs, the patterns 
through doorways must be such that the air flows toward the inside of 
the enclosure. Sometimes vestibules, double doors, or double curtains 
are used to prevent air movement through the doorways. To use a 
vestibule, a worker enters a chamber by opening the door or curtain and 
then closing the entry before opening the exit door or curtain.
    Airlocks should be located between the equipment room and shower 
room, between the shower room and the clean room, and between the waste 
storage area and the outside of the enclosure. The air flow between 
adjacent rooms must be checked using smoke tubes or other visual tests 
to ensure the flow patterns draw air toward the work area without 
producing eddies.

                 Monitoring for Airborne Concentrations

    In addition to the breathing zone samples taken as outlined in 
paragraph (f) of this section, samples of air should be taken to 
demonstrate the integrity of the enclosure, the cleanliness of the clean 
room and shower

[[Page 585]]

area, and the effectiveness of the HEPA filter. If the clean room is 
shown to be contaminated, the room must be relocated to an 
uncontaminated area.
    Samples taken near the exhaust of portable ventilation systems must 
be done with care.

                         General Work Practices

    Preventing dust dispersion is the primary means of controlling the 
spread of asbestos within the enclosure. Whenever practical, the point 
of removal should be isolated, enclosed, covered, or shielded from the 
workers in the area. Waste asbestos containing materials must be bagged 
during or immediately after removal; the material must remain saturated 
until the waste container is sealed.
    Waste material with sharp points or corners must be placed in hard 
air-tight containers rather than bags.
    Whenever possible, large components should be sealed in plastic 
sheeting and removed intact.
    Bags or containers of waste will be moved to the waste holding area, 
washed, and wrapped in a bag with the appropriate labels.

                         Cleaning the Work Area

    Surfaces within the work area should be kept free of visible dust 
and debris to the extent feasible. Whenever visible dust appears on 
surfaces, the surfaces within the enclosure must be cleaned by wiping 
with a wet sponge, brush, or cloth and then vacuumed with a HEPA vacuum.
    All surfaces within the enclosure should be cleaned before the 
exhaust ventilation system is deactivated and the enclosure is 
disassembled. An approved encapsulant may be sprayed onto areas after 
the visible dust has been removed.

                Appendix G to Sec. 1926.1101 [Reserved]

   Appendix H to Sec. 1926.1101--Substance Technical Information for 
                         Asbestos. Non-Mandatory

                       I. Substance Identification

    A. Substance: ``Asbestos'' is the name of a class of magnesium-
silicate minerals that occur in fibrous form. Minerals that are included 
in this group are chrysotile, crocidolite, amosite, anthophyllite 
asbestos, tremolite asbestos, and actinolite asbestos.
    B. Asbestos is and was used in the manufacture of heat-resistant 
clothing, automotive brake and clutch linings, and a variety of building 
materials including floor tiles, roofing felts, ceiling tiles, asbestos-
cement pipe and sheet, and fire-resistant drywall. Asbestos is also 
present in pipe and boiler insulation materials and in sprayed-on 
materials located on beams, in crawlspaces, and between walls.
    C. The potential for an asbestos-containing product to release 
breathable fibers depends largely on its degree of friability. Friable 
means that the material can be crumbled with hand pressure and is 
therefore likely to emit fibers. The fibrous fluffy sprayed-on materials 
used for fireproofing, insulation, or sound proofing are considered to 
be friable, and they readily release airborne fibers if disturbed. 
Materials such as vinyl-asbestos floor tile or roofing felt are 
considered non-friable if intact and generally do not emit airborne 
fibers unless subjected to sanding, sawing and other aggressive 
operations. Asbestos-cement pipe or sheet can emit airborne fibers if 
the materials are cut or sawed, or if they are broken.
    D. Permissible exposure: Exposure to airborne asbestos fibers may 
not exceed 0.1 fibers per cubic centimeter of air (0.1 f/cc) averaged 
over the 8-hour workday, and 1 fiber per cubic centimeter of air (1.0 f/
cc) averaged over a 30 minute work period.

                         II. Health Hazard Data

    A. Asbestos can cause disabling respiratory disease and various 
types of cancers if the fibers are inhaled. Inhaling or ingesting fibers 
from contaminated clothing or skin can also result in these diseases. 
The symptoms of these diseases generally do not appear for 20 or more 
years after initial exposure.
    B. Exposure to asbestos has been shown to cause lung cancer, 
mesothelioma, and cancer of the stomach and colon. Mesothelioma is a 
rare cancer of the thin membrane lining of the chest and abdomen. 
Symptoms of mesothelioma include shortness of breath, pain in the walls 
of the chest, and/or abdominal pain.

                III. Respirators and Protective Clothing

    A. Respirators: You are required to wear a respirator when 
performing tasks that result in asbestos exposure that exceeds the 
permissible exposure limit (PEL) of 0.1 f/cc and when performing certain 
designated operations. Air-purifying respirators equipped with a high-
efficiency particulate air (HEPA) filter can be used where airborne 
asbestos fiber concentrations do not exceed 1.0 f/cc; otherwise, more 
protective respirators such as air-supplied, positive-pressure, full 
facepiece respirators must be used. Disposable respirators or dust masks 
are not permitted to be used for asbestos work. For effective 
protection, respirators must fit your face and head snugly. Your 
employer is required to conduct a fit test when you are first assigned a 
respirator and every 6 months thereafter. Respirators should not be 
loosened or removed in work situations where their use is required.
    B. Protective Clothing: You are required to wear protective clothing 
in work areas where

[[Page 586]]

asbestos fiber concentrations exceed the permissible exposure limit 
(PEL) of 0.1 f/cc.

                  IV. Disposal Procedures and Clean-up

    A. Wastes that are generated by processes where asbestos is present 
include:
    1. Empty asbestos shipping containers.
    2. Process wastes such as cuttings, trimmings, or reject materials.
    3. Housekeeping waste from wet-sweeping or HEPA-vacuuming.
    4. Asbestos fireproofing or insulating material that is removed from 
buildings.
    5. Asbestos-containing building products removed during building 
renovation or demolition.
    6. Contaminated disposable protective clothing.
    B. Empty shipping bags can be flattened under exhaust hoods and 
packed into airtight containers for disposal. Empty shipping drums are 
difficult to clean and should be sealed.
    C. Vacuum bags or disposable paper filters should not be cleaned, 
but should be sprayed with a fine water mist and placed into a labeled 
waste container.
    D. Process waste and housekeeping waste should be wetted with water 
or a mixture of water and surfactant prior to packaging in disposable 
containers.
    E. Asbestos-containing material that is removed from buildings must 
be disposed of in leak-tight 6-mil plastic bags, plastic-lined cardboard 
containers, or plastic-lined metal containers. These wastes, which are 
removed while wet, should be sealed in containers before they dry out to 
minimize the release of asbestos fibers during handling.

                        V. Access to Information

    A. Each year, your employer is required to inform you of the 
information contained in this standard and appendices for asbestos. In 
addition, your employer must instruct you in the proper work practices 
for handling asbestos-containing materials, and the correct use of 
protective equipment.
    B. Your employer is required to determine whether you are being 
exposed to asbestos. Your employer must treat exposure to thermal system 
insulation and sprayed-on and troweled-on surfacing material as asbestos 
exposure, unless results of laboratory analysis show that the material 
does not contain asbestos. You or your representative has the right to 
observe employee measurements and to record the results obtained. Your 
employer is required to inform you of your exposure, and, if you are 
exposed above the permissible exposure limit, he or she is required to 
inform you of the actions that are being taken to reduce your exposure 
to within the permissible limit.
    C. Your employer is required to keep records of your exposures and 
medical examinations. These exposure records must be kept for at least 
thirty (30) years. Medical records must be kept for the period of your 
employment plus thirty (30) years.
    D. Your employer is required to release your exposure and medical 
records to your physician or designated representative upon your written 
request.

   Appendix I to Sec. 1926.1101--Medical Surveillance Guidelines for 
                         Asbestos, Non-Mandatory

                            I. Route of Entry

    Inhalation, ingestion.

                             II. Toxicology

    Clinical evidence of the adverse effects associated with exposure to 
asbestos is present in the form of several well-conducted 
epidemiological studies of occupationally exposed workers, family 
contacts of workers, and persons living near asbestos mines. These 
studies have shown a definite association between exposure to asbestos 
and an increased incidence of lung cancer, pleural and peritoneal 
mesothelioma, gastrointestinal cancer, and asbestosis. The latter is a 
disabling fibrotic lung disease that is caused only by exposure to 
asbestos. Exposure to asbestos has also been associated with an 
increased incidence of esophageal, kidney, laryngeal, pharyngeal, and 
buccal cavity cancers. As with other known chronic occupational 
diseases, disease associated with asbestos generally appears about 20 
years following the first occurrence of exposure: There are no known 
acute effects associated with exposure to asbestos.
    Epidemiological studies indicate that the risk of lung cancer among 
exposed workers who smoke cigarettes is greatly increased over the risk 
of lung cancer among non-exposed smokers or exposed nonsmokers. These 
studies suggest that cessation of smoking will reduce the risk of lung 
cancer for a person exposed to asbestos but will not reduce it to the 
same level of risk as that existing for an exposed worker who has never 
smoked.

           III. Signs and Symptoms of Exposure-Related Disease

    The signs and symptoms of lung cancer or gastrointestinal cancer 
induced by exposure to asbestos are not unique, except that a chest X-
ray of an exposed patient with lung cancer may show pleural plaques, 
pleural calcification, or pleural fibrosis. Symptoms characteristic of 
mesothelioma include shortness of breath, pain in the walls of the 
chest, or abdominal pain. Mesothelioma has a much longer latency period 
compared with lung cancer (40 years versus 15-20 years), and 
mesothelioma is therefore more likely to be found among workers who were 
first exposed

[[Page 587]]

to asbestos at an early age. Mesothelioma is always fatal.
    Asbestosis is pulmonary tibrosis caused by the accumulation of 
asbestos fibers in the lungs. Symptoms include shortness of breath, 
coughing, fatigue, and vague feelings of sickness. When the fibrosis 
worsens, shortness of breath occurs even at rest. The diagnosis of 
asbestosis is based on a history of exposure to asbestos, the presence 
of characteristics radiologic changes, end-inspiratory crackles (rales), 
and other clinical features of fibrosing lung disease. Pleural plaques 
and thickening are observed on X-rays taken during the early stages of 
the disease. Asbestosis is often a progressive disease even in the 
absence of continued exposure, although this appears to be a highly 
individualized characteristic. In severe cases, death may be caused by 
respiratory or cardiac failure.

             IV. Surveillance and Preventive Considerations

    As noted above, exposure to asbestos has been linked to an increased 
risk of lung cancer, mesothelioma, gastrointestinal cancer, and 
asbestosis among occupationally exposed workers. Adequate screening 
tests to determine an employee's potential for developing serious 
chronic diseases, such as a cancer, from exposure to asbestos do not 
presently exist. However, some tests, particularly chest X-rays and 
pulmonary function tests, may indicate that an employee has been 
overexposed to asbestos increasing his or her risk of developing 
exposure related chronic diseases. It is important for the physician to 
become familiar with the operating conditions in which occupational 
exposure to asbestos is likely to occur. This is particularly important 
in evaluating medical and work histories and in conducting physical 
examinations. When an active employee has been identified as having been 
overexposed to asbestos measures taken by the employer to eliminate or 
mitigate further exposure should also lower the risk of serious long-
term consequences.
    The employer is required to institute a medical surveillance program 
for all employees who are or will be exposed to asbestos at or above the 
permissible exposure limit (0.1 fiber per cubic centimeter of air). All 
examinations and procedures must be performed by or under the 
supervision of a licensed physician, at a reasonable time and place, and 
at no cost to the employee.
    Although broad latitude is given to the physician in prescribing 
specific tests to be included in the medical surveillance program, OSHA 
requires inclusion of the following elements in the routine examination:
    (i) Medical and work histories with special emphasis directed to 
symptoms of the respiratory system, cardiovascular system, and digestive 
tract.
    (ii) Completion of the respiratory disease questionnaire contained 
in Appendix D.
    (iii) A physical examination including a chest roentgenogram and 
pulmonary function test that includes measurement of the employee's 
forced vital capacity (FVC) and forced expiratory volume at one second 
(FEV1).
    (iv) Any laboratory or other test that the examining physician deems 
by sound medical practice to be necessary.
    The employer is required to make the prescribed tests available at 
least annually to those employees covered; more often than specified if 
recommended by the examining physician; and upon termination of 
employment.
    The employer is required to provide the physician with the following 
information: A copy of this standard and appendices; a description of 
the employee's duties as they relate to asbestos exposure; the 
employee's representative level of exposure to asbestos; a description 
of any personal protective and respiratory equipment used; and 
information from previous medical examinations of the affected employee 
that is not otherwise available to the physician. Making this 
information available to the physician will aid in the evaluation of the 
employee's health in relation to assigned duties and fitness to wear 
personal protective equipment, if required.
    The employer is required to obtain a written opinion from the 
examining physician containing the results of the medical examination; 
the physician's opinion as to whether the employee has any detected 
medical conditions that would place the employee at an increased risk of 
exposure-related disease; any recommended limitations on the employee or 
on the use of personal protective equipment; and a statement that the 
employee has been informed by the physician of the results of the 
medical examination and of any medical conditions related to asbestos 
exposure that require further explanation or treatment. This written 
opinion must not reveal specific findings or diagnoses unrelated to 
exposure to asbestos, and a copy of the opinion must be provided to the 
affected employee.

Appendix J to Sec. 1926.1101--Smoking Cessation Program Information for 
                         Asbestos--Non-Mandatory

    The following organizations provide smoking cessation information.
    1. The National Cancer Institute operates a toll-free Cancer 
Information Service (CIS) with trained personnel to help you. Call 1-
800-4-CANCER* to reach the CIS office serving your area, or write: 
Office of Cancer Communications, National Cancer Institute, National 
Institutes of Health, Building 31 Room 10A24, Bethesda, Maryland 20892.


[[Page 588]]


2. American Cancer Society, 3340 Peachtree Road, N.E., Atlanta, Georgia 
30026, (404) 320-3333

    The American Cancer Society (ACS) is a voluntary organization 
composed of 58 divisions and 3,100 local units. Through ``The Great 
American Smokeout'' in November, the annual Cancer Crusade in April, and 
numerous educational materials, ACS helps people learn about the health 
hazards of smoking and become successful ex-smokers.

3. American Heart Association, 7320 Greenville Avenue, Dallas, Texas 
75231, (214) 750-5300

    The American Heart Association (AHA) is a voluntary organization 
with 130,000 members (physicians, scientists, and laypersons) in 55 
state and regional groups. AHA produces a variety of publications and 
audiovisual materials about the effects of smoking on the heart. AHA 
also has developed a guidebook for incorporating a weight-control 
component into smoking cessation programs.

4. American Lung Association, 1740 Broadway, New York, New York 10019, 
(212) 245-8000

    A voluntary organization of 7,500 members (physicians, nurses, and 
laypersons), the American Lung Association (ALA) conducts numerous 
public information programs about the health effects of smoking. ALA has 
59 state and 85 local units. The organization actively supports 
legislation and information campaigns for non-smokers' rights and 
provides help for smokers who want to quit, for example, through 
``Freedom From Smoking,'' a self-help smoking cessation program.

5. Office on Smoking and Health, U.S. Department of Health and Human 
Services, 5600 Fishers Lane, Park Building, Room 110, Rockville, 
Maryland 20857

    The Office on Smoking and Health (OSH) is the Department of Health 
and Human Services' lead agency in smoking control. OSH has sponsored 
distribution of publications on smoking-related topics, such as free 
flyers on relapse after initial quitting, helping a friend or family 
member quit smoking, the health hazards of smoking, and the effects of 
parental smoking on teenagers.
    *In Hawaii, on Oahu call 524-1234 (call collect from neighboring 
islands),
    Spanish-speaking staff members are available during daytime hours to 
callers from the following areas: California, Florida, Georgia, 
Illinois, New Jersey (area code 201), New York, and Texas. Consult your 
local telephone directory for listings of local chapters.

 Appendix K to Sec. 1926.1101--Polarized Light Microscopy of Asbestos 
                             (Non-Mandatory)

Method number:
    ID-191
Matrix: Bulk
Collection Procedure:
    Collect approximately 1 to 2 grams of each type of material and 
place into separate 20 mL scintillation vials.
Analytical Procedure:
    A portion of each separate phase is analyzed by gross examination, 
phase-polar examination, and central stop dispersion microscopy.
    Commercial manufacturers and products mentioned in this method are 
for descriptive use only and do not constitute endorsements by USDOL-
OSHA. Similar products from other sources may be substituted.

                             1. Introduction

    This method describes the collection and analysis of asbestos bulk 
materials by light microscopy techniques including phase- polar 
illumination and central-stop dispersion microscopy. Some terms unique 
to asbestos analysis are defined below:
    Amphibole: A family of minerals whose crystals are formed by long, 
thin units which have two thin ribbons of double chain silicate with a 
brucite ribbon in between. The shape of each unit is similar to an ``I 
beam''. Minerals important in asbestos analysis include cummingtonite-
grunerite, crocidolite, tremolite-actinolite and anthophyllite.
    Asbestos: A term for naturally occurring fibrous minerals. Asbestos 
includes chrysotile, cummingtonite-grunerite asbestos (amosite), 
anthophyllite asbestos, tremolite asbestos, crocidolite, actinolite 
asbestos and any of these minerals which have been chemically treated or 
altered. The precise chemical formulation of each species varies with 
the location from which it was mined. Nominal compositions are listed:

 Chrysotile...............................Mg3 Si2 
                                           O5(OH)4
                  Crocidolite (Riebeckite asbestos)......Na2 
                         Fe32+Fe23+Si8 
                                          O22(OH)2
Cummingtonite-Grunerite asbestos (Amosite)..........(Mg,Fe)7 
                           Si8 O22(OH)2
             Tremolite-Actinolite asbestos................Ca2
                                     (Mg,Fe)5 Si8 
                                          O22(OH)2
  Anthophyllite asbestos.............(Mg,Fe)7 Si8 
                                          O22(OH)2
    Asbestos Fiber: A fiber of asbestos meeting the criteria for a 
fiber. (See section 3.5. of this Appendix)
    Aspect Ratio: The ratio of the length of a fiber to its diameter 
usually defined as ``length : width'', e.g. 3:1.
    Brucite: A sheet mineral with the composition Mg(OH)2.
    Central Stop Dispersion Staining (microscope): This is a dark field 
microscope technique that images particles using only light refracted by 
the particle, excluding light that travels through the particle 
unrefracted. This is usually accomplished with a McCrone objective or 
other arrangement which places

[[Page 589]]

a circular stop with apparent aperture equal to the objective aperture 
in the back focal plane of the microscope.
    Cleavage Fragments: Mineral particles formed by the comminution of 
minerals, especially those characterized by relatively parallel sides 
and moderate aspect ratio.
    Differential Counting: The term applied to the practice of excluding 
certain kinds of fibers from a phase contrast asbestos count because 
they are not asbestos.
    Fiber: A particle longer than or equal to 5 [micro]m with a length 
to width ratio greater than or equal to 3:1. This may include cleavage 
fragments. (see section 3.5 of this appendix).
    Phase Contrast: Contrast obtained in the microscope by causing light 
scattered by small particles to destructively interfere with unscattered 
light, thereby enhancing the visibility of very small particles and 
particles with very low intrinsic contrast.
    Phase Contrast Microscope: A microscope configured with a phase mask 
pair to create phase contrast. The technique which uses this is called 
Phase Contrast Microscopy (PCM).
    Phase-Polar Analysis: This is the use of polarized light in a phase 
contrast microscope. It is used to see the same size fibers that are 
visible in air filter analysis. Although fibers finer than 1 [micro]m 
are visible, analysis of these is inferred from analysis of larger 
bundles that are usually present.
    Phase-Polar Microscope: The phase-polar microscope is a phase 
contrast microscope which has an analyzer, a polarizer, a first order 
red plate and a rotating phase condenser all in place so that the 
polarized light image is enhanced by phase contrast.
    Sealing Encapsulant: This is a product which can be applied, 
preferably by spraying, onto an asbestos surface which will seal the 
surface so that fibers cannot be released.
    Serpentine: A mineral family consisting of minerals with the general 
composition Mg3(Si2 O5(OH)4 
having the magnesium in brucite layer over a silicate layer. Minerals 
important in asbestos analysis included in this family are chrysotile, 
lizardite, antigorite.

                              1.1. History

    Light microscopy has been used for well over 100 years for the 
determination of mineral species. This analysis is carried out using 
specialized polarizing microscopes as well as bright field microscopes. 
The identification of minerals is an on-going process with many new 
minerals described each year. The first recorded use of asbestos was in 
Finland about 2500 B.C. where the material was used in the mud wattle 
for the wooden huts the people lived in as well as strengthening for 
pottery. Adverse health aspects of the mineral were noted nearly 2000 
years ago when Pliny the Younger wrote about the poor health of slaves 
in the asbestos mines. Although known to be injurious for centuries, the 
first modern references to its toxicity were by the British Labor 
Inspectorate when it banned asbestos dust from the workplace in 1898. 
Asbestosis cases were described in the literature after the turn of the 
century. Cancer was first suspected in the mid 1930's and a causal link 
to mesothelioma was made in 1965. Because of the public concern for 
worker and public safety with the use of this material, several 
different types of analysis were applied to the determination of 
asbestos content. Light microscopy requires a great deal of experience 
and craft. Attempts were made to apply less subjective methods to the 
analysis. X-ray diffraction was partially successful in determining the 
mineral types but was unable to separate out the fibrous portions from 
the non-fibrous portions. Also, the minimum detection limit for asbestos 
analysis by X-ray diffraction (XRD) is about 1%. Differential Thermal 
Analysis (DTA) was no more successful. These provide useful 
corroborating information when the presence of asbestos has been shown 
by microscopy; however, neither can determine the difference between 
fibrous and non-fibrous minerals when both habits are present. The same 
is true of Infrared Absorption (IR).
    When electron microscopy was applied to asbestos analysis, hundreds 
of fibers were discovered present too small to be visible in any light 
microscope. There are two different types of electron microscope used 
for asbestos analysis: Scanning Electron Microscope (SEM) and 
Transmission Electron Microscope (TEM). Scanning Electron Microscopy is 
useful in identifying minerals. The SEM can provide two of the three 
pieces of information required to identify fibers by electron 
microscopy: morphology and chemistry. The third is structure as 
determined by Selected Area Electron Diffraction--SAED which is 
performed in the TEM. Although the resolution of the SEM is sufficient 
for very fine fibers to be seen, accuracy of chemical analysis that can 
be performed on the fibers varies with fiber diameter in fibers of less 
than 0.2 [micro]m diameter. The TEM is a powerful tool to identify 
fibers too small to be resolved by light microscopy and should be used 
in conjunction with this method when necessary. The TEM can provide all 
three pieces of information required for fiber identification. Most 
fibers thicker than 1 [micro]m can adequately be defined in the light 
microscope. The light microscope remains as the best instrument for the 
determination of mineral type. This is because the minerals under 
investigation were first described analytically with the light 
microscope. It is inexpensive and gives positive identification for most 
samples analyzed.

[[Page 590]]

Further, when optical techniques are inadequate, there is ample 
indication that alternative techniques should be used for complete 
identification of the sample.

                             1.2. Principle

    Minerals consist of atoms that may be arranged in random order or in 
a regular arrangement. Amorphous materials have atoms in random order 
while crystalline materials have long range order. Many materials are 
transparent to light, at least for small particles or for thin sections. 
The properties of these materials can be investigated by the effect that 
the material has on light passing through it. The six asbestos minerals 
are all crystalline with particular properties that have been identified 
and cataloged. These six minerals are anisotropic. They have a regular 
array of atoms, but the arrangement is not the same in all directions. 
Each major direction of the crystal presents a different regularity. 
Light photons travelling in each of these main directions will encounter 
different electrical neighborhoods, affecting the path and time of 
travel. The techniques outlined in this method use the fact that light 
traveling through fibers or crystals in different directions will behave 
differently, but predictably. The behavior of the light as it travels 
through a crystal can be measured and compared with known or determined 
values to identify the mineral species. Usually, Polarized Light 
Microscopy (PLM) is performed with strain-free objectives on a bright-
field microscope platform. This would limit the resolution of the 
microscope to about 0.4 [micro]m. Because OSHA requires the counting and 
identification of fibers visible in phase contrast, the phase contrast 
platform is used to visualize the fibers with the polarizing elements 
added into the light path. Polarized light methods cannot identify 
fibers finer than about 1 [micro]m in diameter even though they are 
visible. The finest fibers are usually identified by inference from the 
presence of larger, identifiable fiber bundles. When fibers are present, 
but not identifiable by light microscopy, use either SEM or TEM to 
determine the fiber identity.

                    1.3. Advantages and Disadvantages

    The advantages of light microcopy are:
    (a) Basic identification of the materials was first performed by 
light microscopy and gross analysis. This provides a large base of 
published information against which to check analysis and analytical 
technique.
    (b) The analysis is specific to fibers. The minerals present can 
exist in asbestiform, fibrous, prismatic, or massive varieties all at 
the same time. Therefore, bulk methods of analysis such as X-ray 
diffraction, IR analysis, DTA, etc. are inappropriate where the material 
is not known to be fibrous.
    (c) The analysis is quick, requires little preparation time, and can 
be performed on-site if a suitably equipped microscope is available.
    The disadvantages are:
    (a) Even using phase-polar illumination, not all the fibers present 
may be seen. This is a problem for very low asbestos concentrations 
where agglomerations or large bundles of fibers may not be present to 
allow identification by inference.
    (b) The method requires a great degree of sophistication on the part 
of the microscopist. An analyst is only as useful as his mental catalog 
of images. Therefore, a microscopist's accuracy is enhanced by 
experience. The mineralogical training of the analyst is very important. 
It is the basis on which subjective decisions are made.
    (c) The method uses only a tiny amount of material for analysis. 
This may lead to sampling bias and false results (high or low). This is 
especially true if the sample is severely inhomogeneous.
    (d) Fibers may be bound in a matrix and not distinguishable as 
fibers so identification cannot be made.

                         1.4. Method Performance

    1.4.1. This method can be used for determination of asbestos content 
from 0 to 100% asbestos. The detection limit has not been adequately 
determined, although for selected samples, the limit is very low, 
depending on the number of particles examined. For mostly homogeneous, 
finely divided samples, with no difficult fibrous interferences, the 
detection limit is below 1%. For inhomogeneous samples (most samples), 
the detection limit remains undefined. NIST has conducted proficiency 
testing of laboratories on a national scale. Although each round is 
reported statistically with an average, control limits, etc., the 
results indicate a difficulty in establishing precision especially in 
the low concentration range. It is suspected that there is significant 
bias in the low range especially near 1%. EPA tried to remedy this by 
requiring a mandatory point counting scheme for samples less than 10%. 
The point counting procedure is tedious, and may introduce significant 
biases of its own. It has not been incorporated into this method.
    1.4.2. The precision and accuracy of the quantitation tests 
performed in this method are unknown. Concentrations are easier to 
determine in commercial products where asbestos was deliberately added 
because the amount is usually more than a few percent. An analyst's 
results can be ``calibrated'' against the known amounts added by the 
manufacturer. For geological samples, the degree of homogeneity affects 
the precision.
    1.4.3. The performance of the method is analyst dependent. The 
analyst must choose carefully and not necessarily randomly the portions 
for analysis to assure that detection

[[Page 591]]

of asbestos occurs when it is present. For this reason, the analyst must 
have adequate training in sample preparation, and experience in the 
location and identification of asbestos in samples. This is usually 
accomplished through substantial on-the-job training as well as formal 
education in mineralogy and microscopy.

                           1.5. Interferences

    Any material which is long, thin, and small enough to be viewed 
under the microscope can be considered an interference for asbestos. 
There are literally hundreds of interferences in workplaces. The 
techniques described in this method are normally sufficient to eliminate 
the interferences. An analyst's success in eliminating the interferences 
depends on proper training.
    Asbestos minerals belong to two mineral families: the serpentines 
and the amphiboles. In the serpentine family, the only common fibrous 
mineral is chrysotile. Occasionally, the mineral antigorite occurs in a 
fibril habit with morphology similar to the amphiboles. The amphibole 
minerals consist of a score of different minerals of which only five are 
regulated by federal standard: amosite, crocidolite, anthophyllite 
asbestos, tremolite asbestos and actinolite asbestos. These are the only 
amphibole minerals that have been commercially exploited for their 
fibrous properties; however, the rest can and do occur occasionally in 
asbestiform habit.
    In addition to the related mineral interferences, other minerals 
common in building material may present a problem for some 
microscopists: gypsum, anhydrite, brucite, quartz fibers, talc fibers or 
ribbons, wollastonite, perlite, attapulgite, etc. Other fibrous 
materials commonly present in workplaces are: fiberglass, mineral wool, 
ceramic wool, refractory ceramic fibers, kevlar, nomex, synthetic 
fibers, graphite or carbon fibers, cellulose (paper or wood) fibers, 
metal fibers, etc.
    Matrix embedding material can sometimes be a negative interference. 
The analyst may not be able to easily extract the fibers from the matrix 
in order to use the method. Where possible, remove the matrix before the 
analysis, taking careful note of the loss of weight. Some common matrix 
materials are: vinyl, rubber, tar, paint, plant fiber, cement, and 
epoxy. A further negative interference is that the asbestos fibers 
themselves may be either too small to be seen in Phase contrast 
Microscopy (PCM) or of a very low fibrous quality, having the appearance 
of plant fibers. The analyst's ability to deal with these materials 
increases with experience.

                   1.6. Uses and Occupational Exposure

    Asbestos is ubiquitous in the environment. More than 40% of the land 
area of the United States is composed of minerals which may contain 
asbestos. Fortunately, the actual formation of great amounts of asbestos 
is relatively rare. Nonetheless, there are locations in which 
environmental exposure can be severe such as in the Serpentine Hills of 
California.
    There are thousands of uses for asbestos in industry and the home. 
Asbestos abatement workers are the most current segment of the 
population to have occupational exposure to great amounts of asbestos. 
If the material is undisturbed, there is no exposure. Exposure occurs 
when the asbestos-containing material is abraded or otherwise disturbed 
during maintenance operations or some other activity. Approximately 95% 
of the asbestos in place in the United States is chrysotile.
    Amosite and crocidolite make up nearly all the difference. Tremolite 
and anthophyllite make up a very small percentage. Tremolite is found in 
extremely small amounts in certain chrysotile deposits. Actinolite 
exposure is probably greatest from environmental sources, but has been 
identified in vermiculite containing, sprayed-on insulating materials 
which may have been certified as asbestos-free.

                  1.7. Physical and Chemical Properties

    The nominal chemical compositions for the asbestos minerals were 
given in Section 1. Compared to cleavage fragments of the same minerals, 
asbestiform fibers possess a high tensile strength along the fiber axis. 
They are chemically inert, non-combustible, and heat resistant. Except 
for chrysotile, they are insoluble in Hydrochloric acid (HCl). 
Chrysotile is slightly soluble in HCl. Asbestos has high electrical 
resistance and good sound absorbing characteristics. It can be woven 
into cables, fabrics or other textiles, or matted into papers, felts, 
and mats.

1.8. Toxicology (This Section is for Information Only and Should Not Be 
                          Taken as OSHA Policy)

    Possible physiologic results of respiratory exposure to asbestos are 
mesothelioma of the pleura or peritoneum, interstitial fibrosis, 
asbestosis, pneumoconiosis, or respiratory cancer. The possible 
consequences of asbestos exposure are detailed in the NIOSH Criteria 
Document or in the OSHA Asbestos Standards 29 CFR 1910.1001 and 29 CFR 
1926.1101 and 29 CFR 1915.1001.

                          2. Sampling Procedure

                       2.1. Equipment for sampling

    (a) Tube or cork borer sampling device
    (b) Knife
    (c) 20 mL scintillation vial or similar vial
    (d) Sealing encapsulant

[[Page 592]]

                         2.2. Safety Precautions

    Asbestos is a known carcinogen. Take care when sampling. While in an 
asbestos-containing atmosphere, a properly selected and fit-tested 
respirator should be worn. Take samples in a manner to cause the least 
amount of dust. Follow these general guidelines:
    (a) Do not make unnecessary dust.
    (b) Take only a small amount (1 to 2 g).
    (c) Tightly close the sample container.
    (d) Use encapsulant to seal the spot where the sample was taken, if 
necessary.

                         2.3. Sampling Procedure

    Samples of any suspect material should be taken from an 
inconspicuous place. Where the material is to remain, seal the sampling 
wound with an encapsulant to eliminate the potential for exposure from 
the sample site. Microscopy requires only a few milligrams of material. 
The amount that will fill a 20 mL scintillation vial is more than 
adequate. Be sure to collect samples from all layers and phases of 
material. If possible, make separate samples of each different phase of 
the material. This will aid in determining the actual hazard. DO NOT USE 
ENVELOPES, PLASTIC OR PAPER BAGS OF ANY KIND TO COLLECT SAMPLES. The use 
of plastic bags presents a contamination hazard to laboratory personnel 
and to other samples. When these containers are opened, a bellows effect 
blows fibers out of the container onto everything, including the person 
opening the container.
    If a cork-borer type sampler is available, push the tube through the 
material all the way, so that all layers of material are sampled. Some 
samplers are intended to be disposable. These should be capped and sent 
to the laboratory. If a non-disposable cork borer is used, empty the 
contents into a scintillation vial and send to the laboratory. 
Vigorously and completely clean the cork borer between samples.

                              2.4 Shipment

    Samples packed in glass vials must not touch or they might break in 
shipment.
    (a) Seal the samples with a sample seal over the end to guard 
against tampering and to identify the sample.
    (b) Package the bulk samples in separate packages from the air 
samples. They may cross-contaminate each other and will invalidate the 
results of the air samples.
    (c) Include identifying paperwork with the samples, but not in 
contact with the suspected asbestos.
    (d) To maintain sample accountability, ship the samples by certified 
mail, overnight express, or hand carry them to the laboratory.

                               3. Analysis

    The analysis of asbestos samples can be divided into two major 
parts: sample preparation and microscopy. Because of the different 
asbestos uses that may be encountered by the analyst, each sample may 
need different preparation steps. The choices are outlined below. There 
are several different tests that are performed to identify the asbestos 
species and determine the percentage. They will be explained below.

                               3.1. Safety

    (a) Do not create unnecessary dust. Handle the samples in HEPA-
filter equipped hoods. If samples are received in bags, envelopes or 
other inappropriate container, open them only in a hood having a face 
velocity at or greater than 100 fpm. Transfer a small amount to a 
scintillation vial and only handle the smaller amount.
    (b) Open samples in a hood, never in the open lab area.
    (c) Index of refraction oils can be toxic. Take care not to get this 
material on the skin. Wash immediately with soap and water if this 
happens.
    (d) Samples that have been heated in the muffle furnace or the 
drying oven may be hot. Handle them with tongs until they are cool 
enough to handle.
    (e) Some of the solvents used, such as THF (tetrahydrofuran), are 
toxic and should only be handled in an appropriate fume hood and 
according to instructions given in the Material Safety Data Sheet 
(MSDS).

                             3.2. Equipment

    (a) Phase contrast microscope with 10x, 16x and 40x objectives, 10x 
wide-field eyepieces, G-22 Walton-Beckett graticule, Whipple disk, 
polarizer, analyzer and first order red or gypsum plate, 100 Watt 
illuminator, rotating position condenser with oversize phase rings, 
central stop dispersion objective, Kohler illumination and a rotating 
mechanical stage.
    (b) Stereo microscope with reflected light illumination, transmitted 
light illumination, polarizer, analyzer and first order red or gypsum 
plate, and rotating stage.
    (c) Negative pressure hood for the stereo microscope
    (d) Muffle furnace capable of 600 [deg]C
    (e) Drying oven capable of 50-150 [deg]C
    (f) Aluminum specimen pans
    (g) Tongs for handling samples in the furnace
    (h) High dispersion index of refraction oils (Special for dispersion 
staining.)

n = 1.550
n = 1.585
n = 1.590
n = 1.605
n = 1.620
n = 1.670

[[Page 593]]

n = 1.680
n = 1.690
    (i) A set of index of refraction oils from about n=1.350 to n=2.000 
in n=0.005 increments. (Standard for Becke line analysis.)
    (j) Glass slides with painted or frosted ends 1x3 inches 1mm (thick, 
precleaned.
    (k) Cover Slips 22x22 mm, 1\1/2\
    (l) Paper clips or dissection needles
    (m) Hand grinder
    (n) Scalpel with both 10 and 11 blades
    (o) 0.1 molar HCl
    (p) Decalcifying solution (Baxter Scientific Products) 
Ethylenediaminetetraacetic Acid,

Tetrasodium......................................................0.7 g/l
Sodium Potassium Tartrate...................................8.0 mg/liter
Hydrochloric Acid...........................................99.2 g/liter
Sodium Tartrate.............................................0.14 g/liter
    (q) Tetrahydrofuran (THF)
    (r) Hotplate capable of 60 [deg]C
    (s) Balance
    (t) Hacksaw blade
    (u) Ruby mortar and pestle

                       3.3. Sample Pre-Preparation

    Sample preparation begins with pre-preparation which may include 
chemical reduction of the matrix, heating the sample to dryness or 
heating in the muffle furnace. The end result is a sample which has been 
reduced to a powder that is sufficiently fine to fit under the cover 
slip. Analyze different phases of samples separately, e.g., tile and the 
tile mastic should be analyzed separately as the mastic may contain 
asbestos while the tile may not.
    (a) Wet Samples
    Samples with a high water content will not give the proper 
dispersion colors and must be dried prior to sample mounting. Remove the 
lid of the scintillation vial, place the bottle in the drying oven and 
heat at 100 [deg]C to dryness (usually about 2 h). Samples which are not 
submitted to the lab in glass must be removed and placed in glass vials 
or aluminum weighing pans before placing them in the drying oven.
    (b) Samples With Organic Interference--Muffle Furnace
    These may include samples with tar as a matrix, vinyl asbestos tile, 
or any other organic that can be reduced by heating. Remove the sample 
from the vial and weigh in a balance to determine the weight of the 
submitted portion. Place the sample in a muffle furnace at 500 [deg]C 
for 1 to 2 h or until all obvious organic material has been removed. 
Retrieve, cool and weigh again to determine the weight loss on ignition. 
This is necessary to determine the asbestos content of the submitted 
sample, because the analyst will be looking at a reduced sample.

    Note: Heating above 600 [deg]C will cause the sample to undergo a 
structural change which, given sufficient time, will convert the 
chrysotile to forsterite. Heating even at lower temperatures for 1 to 2 
h may have a measurable effect on the optical properties of the 
minerals. If the analyst is unsure of what to expect, a sample of 
standard asbestos should be heated to the same temperature for the same 
length of time so that it can be examined for the proper interpretation.

    (c) Samples With Organic Interference--THF
    Vinyl asbestos tile is the most common material treated with this 
solvent, although, substances containing tar will sometimes yield to 
this treatment. Select a portion of the material and then grind it up if 
possible. Weigh the sample and place it in a test tube. Add sufficient 
THF to dissolve the organic matrix. This is usually about 4 to 5 mL. 
Remember, THF is highly flammable. Filter the remaining material through 
a tared silver membrane, dry and weigh to determine how much is left 
after the solvent extraction. Further process the sample to remove 
carbonate or mount directly.
    (d) Samples With Carbonate Interference
    Carbonate material is often found on fibers and sometimes must be 
removed in order to perform dispersion microscopy. Weigh out a portion 
of the material and place it in a test tube. Add a sufficient amount of 
0.1 M HCl or decalcifying solution in the tube to react all the 
carbonate as evidenced by gas formation; i.e., when the gas bubbles 
stop, add a little more solution. If no more gas forms, the reaction is 
complete. Filter the material out through a tared silver membrane, dry 
and weigh to determine the weight lost.

                         3.4. Sample Preparation

    Samples must be prepared so that accurate determination can be made 
of the asbestos type and amount present. The following steps are carried 
out in the low-flow hood (a low-flow hood has less than 50 fpm flow):
    (1) If the sample has large lumps, is hard, or cannot be made to lie 
under a cover slip, the grain size must be reduced. Place a small amount 
between two slides and grind the material between them or grind a small 
amount in a clean mortar and pestle. The choice of whether to use an 
alumina, ruby, or diamond mortar depends on the hardness of the 
material. Impact damage can alter the asbestos mineral if too much 
mechanical shock occurs. (Freezer mills can completely destroy the 
observable crystallinity of asbestos and should not be used). For some 
samples, a portion of material can be shaved off with a scalpel, ground 
off with a hand grinder or hack saw blade.
    The preparation tools should either be disposable or cleaned 
thoroughly. Use vigorous scrubbing to loosen the fibers during the 
washing. Rinse the implements with copious amounts of water and air-dry 
in a dust-free environment.

[[Page 594]]

    (2) If the sample is powder or has been reduced as in (1) above, it 
is ready to mount. Place a glass slide on a piece of optical tissue and 
write the identification on the painted or frosted end. Place two drops 
of index of refraction medium n=1.550 on the slide. (The medium n=1.550 
is chosen because it is the matching index for chrysotile. Dip the end 
of a clean paper-clip or dissecting needle into the droplet of 
refraction medium on the slide to moisten it. Then dip the probe into 
the powder sample. Transfer what sticks on the probe to the slide. The 
material on the end of the probe should have a diameter of about 3 mm 
for a good mount. If the material is very fine, less sample may be 
appropriate. For non-powder samples such as fiber mats, forceps should 
be used to transfer a small amount of material to the slide. Stir the 
material in the medium on the slide, spreading it out and making the 
preparation as uniform as possible. Place a cover-slip on the 
preparation by gently lowering onto the slide and allowing it to fall 
``trapdoor'' fashion on the preparation to push out any bubbles. Press 
gently on the cover slip to even out the distribution of particulate on 
the slide. If there is insufficient mounting oil on the slide, one or 
two drops may be placed near the edge of the coverslip on the slide. 
Capillary action will draw the necessary amount of liquid into the 
preparation. Remove excess oil with the point of a laboratory wiper.
    Treat at least two different areas of each phase in this fashion. 
Choose representative areas of the sample. It may be useful to select 
particular areas or fibers for analysis. This is useful to identify 
asbestos in severely inhomogeneous samples.
    When it is determined that amphiboles may be present, repeat the 
above process using the appropriate high-dispersion oils until an 
identification is made or all six asbestos minerals have been ruled out. 
Note that percent determination must be done in the index medium 1.550 
because amphiboles tend to disappear in their matching mediums.

                        3.5. Analytical procedure

    Note: This method presumes some knowledge of mineralogy and optical 
petrography.

    The analysis consists of three parts: The determination of whether 
there is asbestos present, what type is present and the determination of 
how much is present. The general flow of the analysis is:
    (1) Gross examination.
    (2) Examination under polarized light on the stereo microscope.
    (3) Examination by phase-polar illumination on the compound phase 
microscope.
    (4) Determination of species by dispersion stain. Examination by 
Becke line analysis may also be used; however, this is usually more 
cumbersome for asbestos determination.
    (5) Difficult samples may need to be analyzed by SEM or TEM, or the 
results from those techniques combined with light microscopy for a 
definitive identification.
    Identification of a particle as asbestos requires that it be 
asbestiform. Description of particles should follow the suggestion of 
Campbell. (Figure 1)

[[Page 595]]

[GRAPHIC] [TIFF OMITTED] TR10AU94.026

    For the purpose of regulation, the mineral must be one of the six 
minerals covered and must be in the asbestos growth habit. Large 
specimen samples of asbestos generally have the gross appearance of 
wood. Fibers are easily parted from it. Asbestos fibers are very long 
compared with their widths. The fibers have a very high tensile strength 
as demonstrated by bending without breaking. Asbestos fibers exist in 
bundles that are easily

[[Page 596]]

parted, show longitudinal fine structure and may be tufted at the ends 
showing ``bundle of sticks'' morphology. In the microscope some of these 
properties may not be observable. Amphiboles do not always show 
striations along their length even when they are asbestos. Neither will 
they always show tufting. They generally do not show a curved nature 
except for very long fibers. Asbestos and asbestiform minerals are 
usually characterized in groups by extremely high aspect ratios (greater 
than 100:1). While aspect ratio analysis is useful for characterizing 
populations of fibers, it cannot be used to identify individual fibers 
of intermediate to short aspect ratio. Observation of many fibers is 
often necessary to determine whether a sample consists of ``cleavage 
fragments'' or of asbestos fibers.
    Most cleavage fragments of the asbestos minerals are easily 
distinguishable from true asbestos fibers. This is because true cleavage 
fragments usually have larger diameters than 1 [micro]m. Internal 
structure of particles larger than this usually shows them to have no 
internal fibrillar structure. In addition, cleavage fragments of the 
monoclinic amphiboles show inclined extinction under crossed polars with 
no compensator. Asbestos fibers usually show extinction at zero degrees 
or ambiguous extinction if any at all. Morphologically, the larger 
cleavage fragments are obvious by their blunt or stepped ends showing 
prismatic habit. Also, they tend to be acicular rather than filiform.
    Where the particles are less than 1 [micro]m in diameter and have an 
aspect ratio greater than or equal to 3:1, it is recommended that the 
sample be analyzed by SEM or TEM if there is any question whether the 
fibers are cleavage fragments or asbestiform particles.
    Care must be taken when analyzing by electron microscopy because the 
interferences are different from those in light microscopy and may 
structurally be very similar to asbestos. The classic interference is 
between anthophyllite and biopyribole or intermediate fiber. Use the 
same morphological clues for electron microscopy as are used for light 
microscopy, e.g. fibril splitting, internal longitudinal striation, 
fraying, curvature, etc.
    (1) Gross examination:
    Examine the sample, preferably in the glass vial. Determine the 
presence of any obvious fibrous component. Estimate a percentage based 
on previous experience and current observation. Determine whether any 
pre-preparation is necessary. Determine the number of phases present. 
This step may be carried out or augmented by observation at 6 to 40x 
under a stereo microscope.
    (2) After performing any necessary pre-preparation, prepare slides 
of each phase as described above. Two preparations of the same phase in 
the same index medium can be made side-by-side on the same glass for 
convenience. Examine with the polarizing stereo microscope. Estimate the 
percentage of asbestos based on the amount of birefringent fiber 
present.
    (3) Examine the slides on the phase-polar microscopes at 
magnifications of 160 and 400x. Note the morphology of the fibers. Long, 
thin, very straight fibers with little curvature are indicative of 
fibers from the amphibole family. Curved, wavy fibers are usually 
indicative of chrysotile. Estimate the percentage of asbestos on the 
phase-polar microscope under conditions of crossed polars and a gypsum 
plate. Fibers smaller than 1.0 [micro]m in thickness must be identified 
by inference to the presence of larger, identifiable fibers and 
morphology. If no larger fibers are visible, electron microscopy should 
be performed. At this point, only a tentative identification can be 
made. Full identification must be made with dispersion microscopy. 
Details of the tests are included in the appendices.
    (4) Once fibers have been determined to be present, they must be 
identified. Adjust the microscope for dispersion mode and observe the 
fibers. The microscope has a rotating stage, one polarizing element, and 
a system for generating dark-field dispersion microscopy (see Section 
4.6. of this appendix). Align a fiber with its length parallel to the 
polarizer and note the color of the Becke lines. Rotate the stage to 
bring the fiber length perpendicular to the polarizer and note the 
color. Repeat this process for every fiber or fiber bundle examined. The 
colors must be consistent with the colors generated by standard asbestos 
reference materials for a positive identification. In n=1.550, 
amphiboles will generally show a yellow to straw-yellow color indicating 
that the fiber indices of refraction are higher than the liquid. If 
long, thin fibers are noted and the colors are yellow, prepare further 
slides as above in the suggested matching liquids listed below:

------------------------------------------------------------------------
             Type of asbestos                    Index of refraction
------------------------------------------------------------------------
Chrysotile................................  n=1.550.
Amosite...................................  n=1.670 or 1.680.
Crocidolite...............................  n=1.690.
Anthophyllite.............................  n=1.605 and 1.620.
Tremolite.................................  n=1.605 and 1.620.
Actinolite................................  n=1.620.
------------------------------------------------------------------------

    Where more than one liquid is suggested, the first is preferred; 
however, in some cases this liquid will not give good dispersion color. 
Take care to avoid interferences in the other liquid; e.g., wollastonite 
in n=1.620 will give the same colors as tremolite. In n=1.605 
wollastonite will appear yellow in all directions. Wollastonite may be 
determined under crossed polars as it will change from blue to yellow as 
it is rotated along its fiber axis by tapping on the cover slip. 
Asbestos minerals will not change in this way.

[[Page 597]]

    Determination of the angle of extinction may, when present, aid in 
the determination of anthophyllite from tremolite. True asbestos fibers 
usually have 0[deg] extinction or ambiguous extinction, while cleavage 
fragments have more definite extinction.
    Continue analysis until both preparations have been examined and all 
present species of asbestos are identified. If there are no fibers 
present, or there is less than 0.1% present, end the analysis with the 
minimum number of slides (2).
    (5) Some fibers have a coating on them which makes dispersion 
microscopy very difficult or impossible. Becke line analysis or electron 
microscopy may be performed in those cases. Determine the percentage by 
light microscopy. TEM analysis tends to overestimate the actual 
percentage present.
    (6) Percentage determination is an estimate of occluded area, 
tempered by gross observation. Gross observation information is used to 
make sure that the high magnification microscopy does not greatly over- 
or under- estimate the amount of fiber present. This part of the 
analysis requires a great deal of experience. Satisfactory models for 
asbestos content analysis have not yet been developed, although some 
models based on metallurgical grain-size determination have found some 
utility. Estimation is more easily handled in situations where the grain 
sizes visible at about 160x are about the same and the sample is 
relatively homogeneous.
    View all of the area under the cover slip to make the percentage 
determination. View the fields while moving the stage, paying attention 
to the clumps of material. These are not usually the best areas to 
perform dispersion microscopy because of the interference from other 
materials. But, they are the areas most likely to represent the accurate 
percentage in the sample. Small amounts of asbestos require slower 
scanning and more frequent analysis of individual fields.
    Report the area occluded by asbestos as the concentration. This 
estimate does not generally take into consideration the difference in 
density of the different species present in the sample. For most samples 
this is adequate. Simulation studies with similar materials must be 
carried out to apply microvisual estimation for that purpose and is 
beyond the scope of this procedure.
    (7) Where successive concentrations have been made by chemical or 
physical means, the amount reported is the percentage of the material in 
the ``as submitted'' or original state. The percentage determined by 
microscopy is multiplied by the fractions remaining after pre-
preparation steps to give the percentage in the original sample. For 
example:

Step 1. 60% remains after heating at 550 [deg]C for 1 h.
Step 2. 30% of the residue of step 1 remains after dissolution of 
carbonate in 0.1 m HCl.
Step 3. Microvisual estimation determines that 5% of the sample is 
chrysotile asbestos.

    The reported result is:

R = (Microvisual result in percent) x (Fraction remaining after step 2) 
x (Fraction remaining of original sample after step 1)
R = (5)x(.30)x(.60)=0.9%

    (8) Report the percent and type of asbestos present. For samples 
where asbestos was identified, but is less than 1.0%, report ``Asbestos 
present, less than 1.0%.'' There must have been at least two observed 
fibers or fiber bundles in the two preparations to be reported as 
present. For samples where asbestos was not seen, report as ``None 
Detected.''

                          Auxiliary Information

    Because of the subjective nature of asbestos analysis, certain 
concepts and procedures need to be discussed in more depth. This 
information will help the analyst understand why some of the procedures 
are carried out the way they are.

                               4.1. Light

    Light is electromagnetic energy. It travels from its source in 
packets called quanta. It is instructive to consider light as a plane 
wave. The light has a direction of travel. Perpendicular to this and 
mutually perpendicular to each other, are two vector components. One is 
the magnetic vector and the other is the electric vector. We shall only 
be concerned with the electric vector. In this description, the 
interaction of the vector and the mineral will describe all the 
observable phenomena. From a light source such a microscope illuminator, 
light travels in all different direction from the filament.
    In any given direction away from the filament, the electric vector 
is perpendicular to the direction of travel of a light ray. While 
perpendicular, its orientation is random about the travel axis. If the 
electric vectors from all the light rays were lined up by passing the 
light through a filter that would only let light rays with electric 
vectors oriented in one direction pass, the light would then be 
POLARIZED.
    Polarized light interacts with matter in the direction of the 
electric vector. This is the polarization direction. Using this property 
it is possible to use polarized light to probe different materials and 
identify them by how they interact with light.
    The speed of light in a vacuum is a constant at about 2.99x10\8\ m/
s. When light travels in different materials such as air, water, 
minerals or oil, it does not travel at this speed. It travels slower. 
This slowing is a function of both the material through which the light 
is traveling and the wavelength or frequency of the light. In general, 
the more

[[Page 598]]

dense the material, the slower the light travels. Also, generally, the 
higher the frequency, the slower the light will travel. The ratio of the 
speed of light in a vacuum to that in a material is called the index of 
refraction (n). It is usually measured at 589 nm (the sodium D line). If 
white light (light containing all the visible wavelengths) travels 
through a material, rays of longer wavelengths will travel faster than 
those of shorter wavelengths, this separation is called dispersion. 
Dispersion is used as an identifier of materials as described in Section 
4.6.

                        4.2. Material Properties

    Materials are either amorphous or crystalline. The difference 
between these two descriptions depends on the positions of the atoms in 
them. The atoms in amorphous materials are randomly arranged with no 
long range order. An example of an amorphous material is glass. The 
atoms in crystalline materials, on the other hand, are in regular arrays 
and have long range order. Most of the atoms can be found in highly 
predictable locations. Examples of crystalline material are salt, gold, 
and the asbestos minerals.
    It is beyond the scope of this method to describe the different 
types of crystalline materials that can be found, or the full 
description of the classes into which they can fall. However, some 
general crystallography is provided below to give a foundation to the 
procedures described.
    With the exception of anthophyllite, all the asbestos minerals 
belong to the monoclinic crystal type. The unit cell is the basic 
repeating unit of the crystal and for monoclinic crystals can be 
described as having three unequal sides, two 90[deg] angles and one 
angle not equal to 90[deg]. The orthorhombic group, of which 
anthophyllite is a member has three unequal sides and three 90[deg] 
angles. The unequal sides are a consequence of the complexity of fitting 
the different atoms into the unit cell. Although the atoms are in a 
regular array, that array is not symmetrical in all directions. There is 
long range order in the three major directions of the crystal. However, 
the order is different in each of the three directions. This has the 
effect that the index of refraction is different in each of the three 
directions. Using polarized light, we can investigate the index of 
refraction in each of the directions and identify the mineral or 
material under investigation. The indices [alpha], [beta], and [gamma] 
are used to identify the lowest, middle, and highest index of refraction 
respectively. The x direction, associated with [alpha] is called the 
fast axis. Conversely, the z direction is associated with [gamma] and is 
the slow direction. Crocidolite has [alpha] along the fiber length 
making it ``length-fast''. The remainder of the asbestos minerals have 
the [gamma] axis along the fiber length. They are called ``length-
slow''. This orientation to fiber length is used to aid in the 
identification of asbestos.

                     4.3. Polarized Light Technique

    Polarized light microscopy as described in this section uses the 
phase-polar microscope described in Section 3.2. A phase contrast 
microscope is fitted with two polarizing elements, one below and one 
above the sample. The polarizers have their polarization directions at 
right angles to each other. Depending on the tests performed, there may 
be a compensator between these two polarizing elements. A compensator is 
a piece of mineral with known properties that ``compensates'' for some 
deficiency in the optical train. Light emerging from a polarizing 
element has its electric vector pointing in the polarization direction 
of the element. The light will not be subsequently transmitted through a 
second element set at a right angle to the first element. Unless the 
light is altered as it passes from one element to the other, there is no 
transmission of light.

                        4.4. Angle of Extinction

    Crystals which have different crystal regularity in two or three 
main directions are said to be anisotropic. They have a different index 
of refraction in each of the main directions. When such a crystal is 
inserted between the crossed polars, the field of view is no longer dark 
but shows the crystal in color. The color depends on the properties of 
the crystal. The light acts as if it travels through the crystal along 
the optical axes. If a crystal optical axis were lined up along one of 
the polarizing directions (either the polarizer or the analyzer) the 
light would appear to travel only in that direction, and it would blink 
out or go dark. The difference in degrees between the fiber direction 
and the angle at which it blinks out is called the angle of extinction. 
When this angle can be measured, it is useful in identifying the 
mineral. The procedure for measuring the angle of extinction is to first 
identify the polarization direction in the microscope. A commercial 
alignment slide can be used to establish the polarization directions or 
use anthophyllite or another suitable mineral. This mineral has a zero 
degree angle of extinction and will go dark to extinction as it aligns 
with the polarization directions. When a fiber of anthophyllite has gone 
to extinction, align the eyepiece reticle or graticule with the fiber so 
that there is a visual cue as to the direction of polarization in the 
field of view. Tape or otherwise secure the eyepiece in this position so 
it will not shift.
    After the polarization direction has been identified in the field of 
view, move the particle of interest to the center of the field of

[[Page 599]]

view and align it with the polarization direction. For fibers, align the 
fiber along this direction. Note the angular reading of the rotating 
stage. Looking at the particle, rotate the stage until the fiber goes 
dark or ``blinks out''. Again note the reading of the stage. The 
difference in the first reading and the second is an angle of 
extinction.
    The angle measured may vary as the orientation of the fiber changes 
about its long axis. Tables of mineralogical data usually report the 
maximum angle of extinction. Asbestos forming minerals, when they 
exhibit an angle of extinction, usually do show an angle of extinction 
close to the reported maximum, or as appropriate depending on the 
substitution chemistry.

                  4.5. Crossed Polars with Compensator

    When the optical axes of a crystal are not lined up along one of the 
polarizing directions (either the polarizer or the analyzer) part of the 
light travels along one axis and part travels along the other visible 
axis. This is characteristic of birefringent materials.
    The color depends on the difference of the two visible indices of 
refraction and the thickness of the crystal. The maximum difference 
available is the difference between the [alpha] and the [gamma] axes. 
This maximum difference is usually tabulated as the birefringence of the 
crystal.
    For this test, align the fiber at 45[deg] to the polarization 
directions in order to maximize the contribution to each of the optical 
axes. The colors seen are called retardation colors. They arise from the 
recombination of light which has traveled through the two separate 
directions of the crystal. One of the rays is retarded behind the other 
since the light in that direction travels slower. On recombination, some 
of the colors which make up white light are enhanced by constructive 
interference and some are suppressed by destructive interference. The 
result is a color dependent on the difference between the indices and 
the thickness of the crystal. The proper colors, thicknesses, and 
retardations are shown on a Michel-Levy chart. The three items, 
retardation, thickness and birefringence are related by the following 
relationship:

R=t(n[gamma]-n[alpha])
R=retardation, t=crystal thickness in [micro]m, and
n[alpha],[gamma]=indices of refraction.

    Examination of the equation for asbestos minerals reveals that the 
visible colors for almost all common asbestos minerals and fiber sizes 
are shades of gray and black. The eye is relatively poor at 
discriminating different shades of gray. It is very good at 
discriminating different colors. In order to compensate for the low 
retardation, a compensator is added to the light train between the 
polarization elements. The compensator used for this test is a gypsum 
plate of known thickness and birefringence. Such a compensator when 
oriented at 45[deg] to the polarizer direction, provides a retardation 
of 530 nm of the 530 nm wavelength color. This enhances the red color 
and gives the background a characteristic red to red-magenta color. If 
this ``full-wave'' compensator is in place when the asbestos preparation 
is inserted into the light train, the colors seen on the fibers are 
quite different. Gypsum, like asbestos has a fast axis and a slow axis. 
When a fiber is aligned with its fast axis in the same direction as the 
fast axis of the gypsum plate, the ray vibrating in the slow direction 
is retarded by both the asbestos and the gypsum. This results in a 
higher retardation than would be present for either of the two minerals. 
The color seen is a second order blue. When the fiber is rotated 90[deg] 
using the rotating stage, the slow direction of the fiber is now aligned 
with the fast direction of the gypsum and the fast direction of the 
fiber is aligned with the slow direction of the gypsum. Thus, one ray 
vibrates faster in the fast direction of the gypsum, and slower in the 
slow direction of the fiber; the other ray will vibrate slower in the 
slow direction of the gypsum and faster in the fast direction of the 
fiber. In this case, the effect is subtractive and the color seen is a 
first order yellow. As long as the fiber thickness does not add 
appreciably to the color, the same basic colors will be seen for all 
asbestos types except crocidolite. In crocidolite the colors will be 
weaker, may be in the opposite directions, and will be altered by the 
blue absorption color natural to crocidolite. Hundreds of other 
materials will give the same colors as asbestos, and therefore, this 
test is not definitive for asbestos. The test is useful in 
discriminating against fiberglass or other amorphous fibers such as some 
synthetic fibers. Certain synthetic fibers will show retardation colors 
different than asbestos; however, there are some forms of polyethylene 
and aramid which will show morphology and retardation colors similar to 
asbestos minerals. This test must be supplemented with a positive 
identification test when birefringent fibers are present which can not 
be excluded by morphology. This test is relatively ineffective for use 
on fibers less than 1 [micro]m in diameter. For positive confirmation 
TEM or SEM should be used if no larger bundles or fibers are visible.

                        4.6. Dispersion Staining

    Dispersion microscopy or dispersion staining is the method of choice 
for the identification of asbestos in bulk materials. Becke line 
analysis is used by some laboratories and yields the same results as 
does dispersion staining for asbestos and can be used in lieu of 
dispersion staining. Dispersion staining is performed on the same 
platform as the

[[Page 600]]

phase-polar analysis with the analyzer and compensator removed. One 
polarizing element remains to define the direction of the light so that 
the different indices of refraction of the fibers may be separately 
determined. Dispersion microscopy is a dark-field technique when used 
for asbestos. Particles are imaged with scattered light. Light which is 
unscattered is blocked from reaching the eye either by the back field 
image mask in a McCrone objective or a back field image mask in the 
phase condenser. The most convenient method is to use the rotating phase 
condenser to move an oversized phase ring into place. The ideal size for 
this ring is for the central disk to be just larger than the objective 
entry aperture as viewed in the back focal plane. The larger the disk, 
the less scattered light reaches the eye. This will have the effect of 
diminishing the intensity of dispersion color and will shift the actual 
color seen. The colors seen vary even on microscopes from the same 
manufacturer. This is due to the different bands of wavelength exclusion 
by different mask sizes. The mask may either reside in the condenser or 
in the objective back focal plane. It is imperative that the analyst 
determine by experimentation with asbestos standards what the 
appropriate colors should be for each asbestos type. The colors depend 
also on the temperature of the preparation and the exact chemistry of 
the asbestos. Therefore, some slight differences from the standards 
should be allowed. This is not a serious problem for commercial asbestos 
uses. This technique is used for identification of the indices of 
refraction for fibers by recognition of color. There is no direct 
numerical readout of the index of refraction. Correlation of color to 
actual index of refraction is possible by referral to published 
conversion tables. This is not necessary for the analysis of asbestos. 
Recognition of appropriate colors along with the proper morphology are 
deemed sufficient to identify the commercial asbestos minerals. Other 
techniques including SEM, TEM, and XRD may be required to provide 
additional information in order to identify other types of asbestos.
    Make a preparation in the suspected matching high dispersion oil, 
e.g., n=1.550 for chrysotile. Perform the preliminary tests to determine 
whether the fibers are birefringent or not. Take note of the 
morphological character. Wavy fibers are indicative of chrysotile while 
long, straight, thin, frayed fibers are indicative of amphibole 
asbestos. This can aid in the selection of the appropriate matching oil. 
The microscope is set up and the polarization direction is noted as in 
Section 4.4. Align a fiber with the polarization direction. Note the 
color. This is the color parallel to the polarizer. Then rotate the 
fiber rotating the stage 90[deg] so that the polarization direction is 
across the fiber. This is the perpendicular position. Again note the 
color. Both colors must be consistent with standard asbestos minerals in 
the correct direction for a positive identification of asbestos. If only 
one of the colors is correct while the other is not, the identification 
is not positive. If the colors in both directions are bluish-white, the 
analyst has chosen a matching index oil which is higher than the correct 
matching oil, e.g. the analyst has used n=1.620 where chrysotile is 
present. The next lower oil (Section 3.5.) should be used to prepare 
another specimen. If the color in both directions is yellow-white to 
straw-yellow-white, this indicates that the index of the oil is lower 
than the index of the fiber, e.g. the preparation is in n=1.550 while 
anthophyllite is present. Select the next higher oil (Section 3.5.) and 
prepare another slide. Continue in this fashion until a positive 
identification of all asbestos species present has been made or all 
possible asbestos species have been ruled out by negative results in 
this test. Certain plant fibers can have similar dispersion colors as 
asbestos. Take care to note and evaluate the morphology of the fibers or 
remove the plant fibers in pre-preparation. Coating material on the 
fibers such as carbonate or vinyl may destroy the dispersion color. 
Usually, there will be some outcropping of fiber which will show the 
colors sufficient for identification. When this is not the case, treat 
the sample as described in Section 3.3. and then perform dispersion 
staining. Some samples will yield to Becke line analysis if they are 
coated or electron microscopy can be used for identification.

                              5. References

5.1. Crane, D.T., Asbestos in Air, OSHA method ID160, Revised November 
1992.
5.2. Ford, W.E., Dana's Textbook of Mineralogy; Fourth Ed.; John Wiley 
and Son, New York, 1950, p. vii.
5.3. Selikoff, I.J., Lee, D.H.K., Asbestos and Disease, Academic Press, 
New York, 1978, pp. 3,20.
5.4. Women Inspectors of Factories. Annual Report for 1898, H.M. 
Statistical Office, London, p. 170 (1898).
5.5. Selikoff,.I.J., Lee, D.H.K., Asbestos and Disease, Academic Press, 
New York, 1978, pp. 26,30.
5.6. Campbell, W.J., et al, Selected Silicate Minerals and Their 
Asbestiform Varieties, United States Department of the Interior, Bureau 
of Mines, Information Circular 8751, 1977.
5.7. Asbestos, Code of Federal Regulations, 29 CFR 1910.1001 and 29 CFR 
1926.58.
5.8. National Emission Standards for Hazardous Air Pollutants; Asbestos 
NESHAP Revision, Federal Register, Vol. 55, No. 224, 20 November 1990, 
p. 48410.
5.9. Ross, M. The Asbestos Minerals: Definitions, Description, Modes of 
Formation, Physical and Chemical Properties and Health Risk

[[Page 601]]

to the Mining Community, Nation Bureau of Standards Special Publication, 
Washington, DC, 1977.
5.10. Lilis, R., Fibrous Zeolites and Endemic Mesothelioma in 
Cappadocia, Turkey, J. Occ Medicine, 1981, 23,(8),548-550.
5.11. Occupational Exposure to Asbestos--1972, U.S. Department of Health 
Education and Welfare, Public Health Service, Center for Disease 
Control, National Institute for Occupational Safety and Health, HSM-72-
10267.
5.12. Campbell,W.J., et al, Relationship of Mineral Habit to Size 
Characteristics for Tremolite Fragments and Fibers, United States 
Department of the Interior, Bureau of Mines, Information Circular 8367, 
1979.
5.13. Mefford, D., DCM Laboratory, Denver, private communication, July 
1987.
5.14. Deer, W.A., Howie, R.A., Zussman, J., Rock Forming Minerals, 
Longman, Thetford, UK, 1974.
5.15. Kerr, P.F., Optical Mineralogy; Third Ed. McGraw-Hill, New York, 
1959.
5.16. Veblen, D.R. (Ed.), Amphiboles and Other Hydrous Pyriboles--
Mineralogy, Reviews in Mineralogy, Vol 9A, Michigan, 1982, pp 1-102.
5.17. Dixon, W.C., Applications of Optical Microscopy in the Analysis of 
Asbestos and Quartz, ACS Symposium Series, No. 120, Analytical 
Techniques in Occupational Health Chemistry, 1979.
5.18. Polarized Light Microscopy, McCrone Research Institute, Chicago, 
1976.
5.19. Asbestos Identification, McCrone Research Institute, G & G 
printers, Chicago, 1987.
5.20. McCrone, W.C., Calculation of Refractive Indices from Dispersion 
Staining Data, The Microscope, No 37, Chicago, 1989.
5.21. Levadie, B. (Ed.), Asbestos and Other Health Related Silicates, 
ASTM Technical Publication 834, ASTM, Philadelphia 1982.
5.22. Steel, E. and Wylie, A., Riordan, P.H. (Ed.), Mineralogical 
Characteristics of Asbestos, Geology of Asbestos Deposits, pp. 93-101, 
SME-AIME, 1981.
5.23. Zussman, J., The Mineralogy of Asbestos, Asbestos: Properties, 
Applications and Hazards, pp. 45-67 Wiley, 1979.

[51 FR 22756, June 20, 1986, as amended at 52 FR 17755, May 12, 1987; 53 
FR 27346, July 20, 1988; 55 FR 3732, Feb. 5, 1990; 57 FR 24331, June 8, 
1992. Redesignated at 59 FR 41131, Aug. 10, 1994 and further amended at 
59 FR 41144, 41150, 41152, and 41153, Aug. 10, 1994; 60 FR 33345, June 
28, 1995; 60 FR 33995, June 29, 1995; 60 FR 36044, July 13, 1995; 60 FR 
50412, 50413, Sept. 29, 1995; 61 FR 5510, Feb. 13, 1996; 61 FR 43458, 
Aug. 23, 1996; 63 FR 1298, Jan. 8, 1998; 63 FR 20099, Apr. 23, 1998; 63 
FR 35138, June 29, 1998; 70 FR 1143, Jan. 5, 2005; 71 FR 16674, 16675, 
Apr. 3, 2006; 71 FR 50191, Aug. 24, 2006; 73 FR 75589, Dec. 12, 2008; 74 
FR 858, Jan. 9, 2009]



Sec. 1926.1102  Coal tar pitch volatiles; interpretation of term.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1002 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1103  13 carcinogens (4-Nitrobiphenyl, etc.).

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1104  alpha-Naphthylamine.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1105  [Reserved]



Sec. 1926.1106  Methyl chloromethyl ether.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1107  3,3'-Dichlorobenzidiene (and its salts).

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1108  bis-Chloromethyl ether.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1109  beta-Naphthylamine.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]

[[Page 602]]



Sec. 1926.1110  Benzidine.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1111  4-Aminodiphenyl.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1112  Ethyleneimine.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1113  beta-Propiolactone.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1114  2-Acetylaminofluorene.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1115  4-Dimethylaminoazobenzene.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1116  N-Nitrosodimethylamine.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1003 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1117  Vinyl chloride.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1017 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1118  Inorganic arsenic.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1018 of this 
chapter.

[61 FR 31433, June 20, 1996]



Sec. 1926.1126  Chromium (VI).

    (a) Scope. (1) This standard applies to occupational exposures to 
chromium (VI) in all forms and compounds in construction, except:
    (2) Exposures that occur in the application of pesticides regulated 
by the Environmental Protection Agency or another Federal government 
agency (e.g., the treatment of wood with preservatives);
    (3) Exposures to portland cement; or
    (4) Where the employer has objective data demonstrating that a 
material containing chromium or a specific process, operation, or 
activity involving chromium cannot release dusts, fumes, or mists of 
chromium (VI) in concentrations at or above 0.5 [micro]gm/m\3\ as an 8-
hour time-weighted average (TWA) under any expected conditions of use.
    (b) Definitions. For the purposes of this section the following 
definitions apply:
    Action level means a concentration of airborne chromium (VI) of 2.5 
micrograms per cubic meter of air (2.5 [micro]gm/m\3\) calculated as an 
8-hour time-weighted average (TWA).
    Assistant Secretary means the Assistant Secretary of Labor for 
Occupational Safety and Health, U.S. Department of Labor, or designee.
    Chromium (VI) [hexavalent chromium or Cr(VI)] means chromium with a 
valence of positive six, in any form and in any compound.
    Director means the Director of the National Institute for 
Occupational Safety and Health (NIOSH), U.S. Department of Health and 
Human Services, or designee.
    Emergency means any occurrence that results, or is likely to result, 
in an uncontrolled release of chromium (VI). If an incidental release of 
chromium (VI) can be controlled at the time of release by employees in 
the immediate release area, or by maintenance personnel, it is not an 
emergency.

[[Page 603]]

    Employee exposure means the exposure to airborne chromium (VI) that 
would occur if the employee were not using a respirator.
    High-efficiency particulate air [HEPA] filter means a filter that is 
at least 99.97 percent efficient in removing mono-dispersed particles of 
0.3 micrometers in diameter or larger.
    Historical monitoring data means data from chromium (VI) monitoring 
conducted prior to May 30, 2006, obtained during work operations 
conducted under workplace conditions closely resembling the processes, 
types of material, control methods, work practices, and environmental 
conditions in the employer's current operations.
    Objective data means information such as air monitoring data from 
industry-wide surveys or calculations based on the composition or 
chemical and physical properties of a substance demonstrating the 
employee exposure to chromium (VI) associated with a particular product 
or material or a specific process, operation, or activity. The data must 
reflect workplace conditions closely resembling the processes, types of 
material, control methods, work practices, and environmental conditions 
in the employer's current operations.
    Physician or other licensed health care professional [PLHCP] is an 
individual whose legally permitted scope of practice (i.e., license, 
registration, or certification) allows him or her to independently 
provide or be delegated the responsibility to provide some or all of the 
particular health care services required by paragraph (i) of this 
section.
    This section means this Sec. 1926.1126 chromium (VI) standard.
    (c) Permissible exposure limit (PEL). The employer shall ensure that 
no employee is exposed to an airborne concentration of chromium (VI) in 
excess of 5 micrograms per cubic meter of air (5 [micro]gm/m\3\), 
calculated as an 8-hour time-weighted average (TWA).
    (d) Exposure determination--(1) General. Each employer who has a 
workplace or work operation covered by this section shall determine the 
8-hour TWA exposure for each employee exposed to chromium (VI). This 
determination shall be made in accordance with either paragraph (d)(2) 
or paragraph (d)(3) of this section.
    (2) Scheduled monitoring option. (i) The employer shall perform 
initial monitoring to determine the 8-hour TWA exposure for each 
employee on the basis of a sufficient number of personal breathing zone 
air samples to accurately characterize full shift exposure on each 
shift, for each job classification, in each work area. Where an employer 
does representative sampling instead of sampling all employees in order 
to meet this requirement, the employer shall sample the employee(s) 
expected to have the highest chromium (VI) exposures.
    (ii) If initial monitoring indicates that employee exposures are 
below the action level, the employer may discontinue monitoring for 
those employees whose exposures are represented by such monitoring.
    (iii) If monitoring reveals employee exposures to be at or above the 
action level, the employer shall perform periodic monitoring at least 
every six months.
    (iv) If monitoring reveals employee exposures to be above the PEL, 
the employer shall perform periodic monitoring at least every three 
months.
    (v) If periodic monitoring indicates that employee exposures are 
below the action level, and the result is confirmed by the result of 
another monitoring taken at least seven days later, the employer may 
discontinue the monitoring for those employees whose exposures are 
represented by such monitoring.
    (vi) The employer shall perform additional monitoring when there has 
been any change in the production process, raw materials, equipment, 
personnel, work practices, or control methods that may result in new or 
additional exposures to chromium (VI), or when the employer has any 
reason to believe that new or additional exposures have occurred.
    (3) Performance-oriented option. The employer shall determine the 8-
hour TWA exposure for each employee on the basis of any combination of 
air monitoring data, historical monitoring data, or objective data 
sufficient to accurately characterize employee exposure to chromium 
(VI).

[[Page 604]]

    (4) Employee notification of determination results. (i) Where the 
exposure determination indicates that employee exposure exceeds the PEL, 
as soon as possible but not more than 5 working days later the employer 
shall either post the results in an appropriate location that is 
accessible to all affected employees or shall notify each affected 
employee individually in writing of the results.
    (ii) Whenever the exposure determination indicates that employee 
exposure is above the PEL, the employer shall describe in the written 
notification the corrective action being taken to reduce employee 
exposure to or below the PEL.
    (5) Accuracy of measurement. Where air monitoring is performed to 
comply with the requirements of this section, the employer shall use a 
method of monitoring and analysis that can measure chromium (VI) to 
within an accuracy of plus or minus 25 percent (25%) and can produce accurate measurements to within a 
statistical confidence level of 95 percent for airborne concentrations 
at or above the action level.
    (6) Observation of monitoring. (i) Where air monitoring is performed 
to comply with the requirements of this section, the employer shall 
provide affected employees or their designated representatives an 
opportunity to observe any monitoring of employee exposure to chromium 
(VI).
    (ii) When observation of monitoring requires entry into an area 
where the use of protective clothing or equipment is required, the 
employer shall provide the observer with clothing and equipment and 
shall assure that the observer uses such clothing and equipment and 
complies with all other applicable safety and health procedures.
    (e) Methods of compliance. (1) Engineering and work practice 
controls. (i) Except as permitted in paragraph (e)(1)(ii) of this 
section, the employer shall use engineering and work practice controls 
to reduce and maintain employee exposure to chromium (VI) to or below 
the PEL unless the employer can demonstrate that such controls are not 
feasible. Wherever feasible engineering and work practice controls are 
not sufficient to reduce employee exposure to or below the PEL, the 
employer shall use them to reduce employee exposure to the lowest levels 
achievable, and shall supplement them by the use of respiratory 
protection that complies with the requirements of paragraph (f) of this 
section.
    (ii) Where the employer can demonstrate that a process or task does 
not result in any employee exposure to chromium (VI) above the PEL for 
30 or more days per year (12 consecutive months), the requirement to 
implement engineering and work practice controls to achieve the PEL does 
not apply to that process or task.
    (2) Prohibition of rotation. The employer shall not rotate employees 
to different jobs to achieve compliance with the PEL.
    (f) Respiratory protection--(1) General. Where respiratory 
protection is required by this section, the employer must provide each 
employee an appropriate respirator that complies with the requirements 
of this paragraph. Respiratory protection is required during:
    (i) Periods necessary to install or implement feasible engineering 
and work practice controls;
    (ii) Work operations, such as maintenance and repair activities, for 
which engineering and work practice controls are not feasible;
    (iii) Work operations for which an employer has implemented all 
feasible engineering and work practice controls and such controls are 
not sufficient to reduce exposures to or below the PEL;
    (iv) Work operations where employees are exposed above the PEL for 
fewer than 30 days per year, and the employer has elected not to 
implement engineering and work practice controls to achieve the PEL; or
    (v) Emergencies.
    (2) Respiratory protection program. Where respirator use is required 
by this section, the employer shall institute a respiratory protection 
program in accordance with Sec. 1910.134, which covers each employee 
required to use a respirator.
    (g) Protective work clothing and equipment--(1) Provision and use. 
Where a hazard is present or is likely to be present from skin or eye 
contact with

[[Page 605]]

chromium (VI), the employer shall provide appropriate personal 
protective clothing and equipment at no cost to employees, and shall 
ensure that employees use such clothing and equipment.
    (2) Removal and storage. (i) The employer shall ensure that 
employees remove all protective clothing and equipment contaminated with 
chromium (VI) at the end of the work shift or at the completion of their 
tasks involving chromium (VI) exposure, whichever comes first.
    (ii) The employer shall ensure that no employee removes chromium 
(VI)-contaminated protective clothing or equipment from the workplace, 
except for those employees whose job it is to launder, clean, maintain, 
or dispose of such clothing or equipment.
    (iii) When contaminated protective clothing or equipment is removed 
for laundering, cleaning, maintenance, or disposal, the employer shall 
ensure that it is stored and transported in sealed, impermeable bags or 
other closed, impermeable containers.
    (iv) Bags or containers of contaminated protective clothing or 
equipment that are removed from change rooms for laundering, cleaning, 
maintenance, or disposal shall be labeled in accordance with the 
requirements of the Hazard Communication Standard, 29 CFR 1910.1200.
    (3) Cleaning and replacement. (i) The employer shall clean, launder, 
repair and replace all protective clothing and equipment required by 
this section as needed to maintain its effectiveness.
    (ii) The employer shall prohibit the removal of chromium (VI) from 
protective clothing and equipment by blowing, shaking, or any other 
means that disperses chromium (VI) into the air or onto an employee's 
body.
    (iii) The employer shall inform any person who launders or cleans 
protective clothing or equipment contaminated with chromium (VI) of the 
potentially harmful effects of exposure to chromium (VI) and that the 
clothing and equipment should be laundered or cleaned in a manner that 
minimizes skin or eye contact with chromium (VI) and effectively 
prevents the release of airborne chromium (VI) in excess of the PEL.
    (h) Hygiene areas and practices--(1) General. Where protective 
clothing and equipment is required, the employer shall provide change 
rooms in conformance with 29 CFR 1926.51 Where skin contact with 
chromium (VI) occurs, the employer shall provide washing facilities in 
conformance with 29 CFR 1926.51. Eating and drinking areas provided by 
the employer shall also be in conformance with Sec. 1926.51.
    (2) Change rooms. The employer shall assure that change rooms are 
equipped with separate storage facilities for protective clothing and 
equipment and for street clothes, and that these facilities prevent 
cross-contamination.
    (3) Washing facilities. (i) The employer shall provide readily 
accessible washing facilities capable of removing chromium (VI) from the 
skin, and shall ensure that affected employees use these facilities when 
necessary.
    (ii) The employer shall ensure that employees who have skin contact 
with chromium (VI) wash their hands and faces at the end of the work 
shift and prior to eating, drinking, smoking, chewing tobacco or gum, 
applying cosmetics, or using the toilet.
    (4) Eating and drinking areas. (i) Whenever the employer allows 
employees to consume food or beverages at a worksite where chromium (VI) 
is present, the employer shall ensure that eating and drinking areas and 
surfaces are maintained as free as practicable of chromium (VI).
    (ii) The employer shall ensure that employees do not enter eating 
and drinking areas with protective work clothing or equipment unless 
surface chromium (VI) has been removed from the clothing and equipment 
by methods that do not disperse chromium (VI) into the air or onto an 
employee's body.
    (5) Prohibited activities. The employer shall ensure that employees 
do not eat, drink, smoke, chew tobacco or gum, or apply cosmetics in 
areas where skin or eye contact with chromium (VI) occurs; or carry the 
products associated with these activities, or store such products in 
these areas.
    (i) Medical surveillance--(1) General. (i) The employer shall make 
medical surveillance available at no cost to the

[[Page 606]]

employee, and at a reasonable time and place, for all employees:
    (A) Who are or may be occupationally exposed to chromium (VI) at or 
above the action level for 30 or more days a year;
    (B) Experiencing signs or symptoms of the adverse health effects 
associated with chromium (VI) exposure; or
    (C) Exposed in an emergency.
    (ii) The employer shall assure that all medical examinations and 
procedures required by this section are performed by or under the 
supervision of a PLHCP.
    (2) Frequency. The employer shall provide a medical examination:
    (i) Within 30 days after initial assignment, unless the employee has 
received a chromium (VI) related medical examination that meets the 
requirements of this paragraph within the last twelve months;
    (ii) Annually;
    (iii) Within 30 days after a PLHCP's written medical opinion 
recommends an additional examination;
    (iv) Whenever an employee shows signs or symptoms of the adverse 
health effects associated with chromium (VI) exposure;
    (v) Within 30 days after exposure during an emergency which results 
in an uncontrolled release of chromium (VI); or
    (vi) At the termination of employment, unless the last examination 
that satisfied the requirements of paragraph (i) of this section was 
less than six months prior to the date of termination.
    (3) Contents of examination. A medical examination consists of:
    (i) A medical and work history, with emphasis on: past, present, and 
anticipated future exposure to chromium (VI); any history of respiratory 
system dysfunction; any history of asthma, dermatitis, skin ulceration, 
or nasal septum perforation; and smoking status and history;
    (ii) A physical examination of the skin and respiratory tract; and
    (iii) Any additional tests deemed appropriate by the examining 
PLHCP.
    (4) Information provided to the PLHCP. The employer shall ensure 
that the examining PLHCP has a copy of this standard, and shall provide 
the following information:
    (i) A description of the affected employee's former, current, and 
anticipated duties as they relate to the employee's occupational 
exposure to chromium (VI);
    (ii) The employee's former, current, and anticipated levels of 
occupational exposure to chromium (VI);
    (iii) A description of any personal protective equipment used or to 
be used by the employee, including when and for how long the employee 
has used that equipment; and
    (iv) Information from records of employment-related medical 
examinations previously provided to the affected employee, currently 
within the control of the employer.
    (5) PLHCP's written medical opinion. (i) The employer shall obtain a 
written medical opinion from the PLHCP, within 30 days for each medical 
examination performed on each employee, which contains:
    (A) The PLHCP's opinion as to whether the employee has any detected 
medical condition(s) that would place the employee at increased risk of 
material impairment to health from further exposure to chromium (VI);
    (B) Any recommended limitations upon the employee's exposure to 
chromium (VI) or upon the use of personal protective equipment such as 
respirators;
    (C) A statement that the PLHCP has explained to the employee the 
results of the medical examination, including any medical conditions 
related to chromium (VI) exposure that require further evaluation or 
treatment, and any special provisions for use of protective clothing or 
equipment.
    (ii) The PLHCP shall not reveal to the employer specific findings or 
diagnoses unrelated to occupational exposure to chromium (VI).
    (iii) The employer shall provide a copy of the PLHCP's written 
medical opinion to the examined employee within two weeks after 
receiving it.
    (j) Communication of chromium (VI) hazards to employees. (1) 
General. In addition to the requirements of the Hazard Communication 
Standard, 29 CFR 1910.1200, employers shall comply with the following 
requirements.

[[Page 607]]

    (2) Employee information and training. (i) The employer shall ensure 
that each employee can demonstrate knowledge of at least the following:
    (A) The contents of this section; and
    (B) The purpose and a description of the medical surveillance 
program required by paragraph (i) of this section.
    (ii) The employer shall make a copy of this section readily 
available without cost to all affected employees.
    (k) Recordkeeping--(1) Air monitoring data. (i) The employer shall 
maintain an accurate record of all air monitoring conducted to comply 
with the requirements of this section.
    (ii) This record shall include at least the following information:
    (A) The date of measurement for each sample taken;
    (B) The operation involving exposure to chromium (VI) that is being 
monitored;
    (C) Sampling and analytical methods used and evidence of their 
accuracy;
    (D) Number, duration, and the results of samples taken;
    (E) Type of personal protective equipment, such as respirators worn; 
and
    (F) Name, social security number, and job classification of all 
employees represented by the monitoring, indicating which employees were 
actually monitored.
    (iii) The employer shall ensure that exposure records are maintained 
and made available in accordance with 29 CFR 1910.1020.
    (2) Historical monitoring data. (i) Where the employer has relied on 
historical monitoring data to determine exposure to chromium (VI), the 
employer shall establish and maintain an accurate record of the 
historical monitoring data relied upon.
    (ii) The record shall include information that reflects the 
following conditions:
    (A) The data were collected using methods that meet the accuracy 
requirements of paragraph (d)(5) of this section;
    (B) The processes and work practices that were in use when the 
historical monitoring data were obtained are essentially the same as 
those to be used during the job for which exposure is being determined;
    (C) The characteristics of the chromium (VI) containing material 
being handled when the historical monitoring data were obtained are the 
same as those on the job for which exposure is being determined;
    (D) Environmental conditions prevailing when the historical 
monitoring data were obtained are the same as those on the job for which 
exposure is being determined; and
    (E) Other data relevant to the operations, materials, processing, or 
employee exposures covered by the exception.
    (iii) The employer shall ensure that historical exposure records are 
maintained and made available in accordance with 29 CFR 1910.1020.
    (3) Objective data. (i) The employer shall maintain an accurate 
record of all objective data relied upon to comply with the requirements 
of this section.
    (ii) This record shall include at least the following information:
    (A) The chromium containing material in question;
    (B) The source of the objective data;
    (C) The testing protocol and results of testing, or analysis of the 
material for the release of chromium (VI);
    (D) A description of the process, operation, or activity and how the 
data support the determination; and
    (E) Other data relevant to the process, operation, activity, 
material, or employee exposures.
    (iii) The employer shall ensure that objective data are maintained 
and made available in accordance with 29 CFR 1910.1020.
    (4) Medical surveillance. (i) The employer shall establish and 
maintain an accurate record for each employee covered by medical 
surveillance under paragraph (i) of this section.
    (ii) The record shall include the following information about the 
employee:
    (A) Name and social security number;
    (B) A copy of the PLHCP's written opinions;
    (C) A copy of the information provided to the PLHCP as required by 
paragraph (i)(4) of this section.
    (iii) The employer shall ensure that medical records are maintained 
and

[[Page 608]]

made available in accordance with 29 CFR 1910.1020.
    (l) Dates. (1) For employers with 20 or more employees, all 
obligations of this section, except engineering controls required by 
paragraph (e) of this section, commence November 27, 2006.
    (2) For employers with 19 or fewer employees, all obligations of 
this section, except engineering controls required by paragraph (e) of 
this section, commence May 30, 2007.
    (3) For all employers, engineering controls required by paragraph 
(e) of this section shall be implemented no later than May 31, 2010.

[71 FR 10382, Feb. 28, 2006, as amended at 73 FR 75589, Dec. 12, 2008]



Sec. 1926.1127  Cadmium.

    (a) Scope. This standard applies to all occupational exposures to 
cadmium and cadmium compounds, in all forms, in all construction work 
where an employee may potentially be exposed to cadmium. Construction 
work is defined as work involving construction, alteration and/or 
repair, including but not limited to the following:
    (1) Wrecking, demolition or salvage of structures where cadmium or 
materials containing cadmium are present;
    (2) Use of cadmium containing-paints and cutting, brazing, burning, 
grinding or welding on surfaces that were painted with cadmium-
containing paints;
    (3) Construction, alteration, repair, maintenance, or renovation of 
structures, substrates, or portions thereof, that contain cadmium, or 
materials containing cadmium;
    (4) Cadmium welding; cutting and welding cadmium-plated steel; 
brazing or welding with cadmium alloys;
    (5) Installation of products containing cadmium;
    (6) Electrical grounding with cadmium welding, or electrical work 
using cadmium-coated conduit;
    (7) Maintaining or retrofitting cadmium-coated equipment;
    (8) Cadmium contamination/emergency cleanup; and
    (9) Transportation, disposal, storage, or containment of cadmium or 
materials containing cadmium on the site or location at which 
construction activities are performed.
    (b) Definitions.
    Action level (AL) is defined as an airborne concentration of cadmium 
of 2.5 micrograms per cubic meter of air (2.5 [micro]g/m\3\), calculated 
as an 8-hour time-weighted average (TWA).
    Assistant Secretary means the Assistant Secretary of Labor for 
Occupational Safety and Health, U.S. Department of Labor, or designee.
    Authorized person means any person authorized by the employer and 
required by work duties to be present in regulated areas or any person 
authorized by the OSH Act or regulations issued under it to be in 
regulated areas.
    Competent person, in accordance with 29 CFR 1926.32(f), means a 
person designated by the employer to act on the employer's behalf who is 
capable of identifying existing and potential cadmium hazards in the 
workplace and the proper methods to control them in order to protect 
workers, and has the authority necessary to take prompt corrective 
measures to eliminate or control such hazards. The duties of a competent 
person include at least the following: Determining prior to the 
performance of work whether cadmium is present in the workplace; 
establishing, where necessary, regulated areas and assuring that access 
to and from those areas is limited to authorized employees; assuring the 
adequacy of any employee exposure monitoring required by this standard; 
assuring that all employees exposed to air cadmium levels above the PEL 
wear appropriate personal protective equipment and are trained in the 
use of appropriate methods of exposure control; assuring that proper 
hygiene facilities are provided and that workers are trained to use 
those facilities; and assuring that the engineering controls required by 
this standard are implemented, maintained in proper operating condition, 
and functioning properly.
    Director means the Director of the National Institute for 
Occupational Safety and Health (NIOSH), U.S. Department of Health and 
Human Services, or designee.
    Employee exposure and similar language referring to the air cadmium 
level to which an employee is exposed means the exposure to airborne 
cadmium that would occur if the employee

[[Page 609]]

were not using respiratory protective equipment.
    Final medical determination is the written medical opinion of the 
employee's health status by the examining physician under paragraphs 
(l)(3)-(12) of this section or, if multiple physician review under 
paragraph (l)(13) of this section or the alternative physician 
determination under paragraph (l)(14) of this section is invoked, it is 
the final, written medical finding, recommendation or determination that 
emerges from that process.
    High-efficiency Particulate Air [HEPA] filter means a filter capable 
of trapping and retaining at least 99.97 percent of mono-dispersed 
particles of 0.3 micrometers in diameter.
    Regulated area means an area demarcated by the employer where an 
employee's exposure to airborne concentrations of cadmium exceeds, or 
can reasonably be expected to exceed the permissible exposure limit 
(PEL).
    This section means this cadmium standard.
    (c) Permissible Exposure Limit (PEL). The employer shall assure that 
no employee is exposed to an airborne concentration of cadmium in excess 
of five micrograms per cubic meter of air (5 [micro]g/m\3\), calculated 
as an eight-hour time-weighted average exposure (TWA).
    (d) Exposure Monitoring--(1) General. (i) Prior to the performance 
of any construction work where employees may be potentially exposed to 
cadmium, the employer shall establish the applicability of this standard 
by determining whether cadmium is present in the workplace and whether 
there is the possibility that employee exposures will be at or above the 
action level. The employer shall designate a competent person who shall 
make this determination. Investigation and material testing techniques 
shall be used, as appropriate, in the determination. Investigation shall 
include a review of relevant plans, past reports, material safety data 
sheets, and other available records, and consultations with the property 
owner and discussions with appropriate individuals and agencies.
    (ii) Where cadmium has been determined to be present in the 
workplace, and it has been determined that there is a possibility the 
employee's exposure will be at or above the action level, the competent 
person shall identify employees potentially exposed to cadmium at or 
above the action level.
    (iii) Determinations of employee exposure shall be made from 
breathing-zone air samples that reflect the monitored employee's 
regular, daily 8-hour TWA exposure to cadmium.
    (iv) Eight-hour TWA exposures shall be determined for each employee 
on the basis of one or more personal breathing-zone air samples 
reflecting full shift exposure on each shift, for each job 
classification, in each work area. Where several employees perform the 
same job tasks, in the same job classification, on the same shift, in 
the same work area, and the length, duration, and level of cadmium 
exposures are similar, an employer may sample a representative fraction 
of the employees instead of all employees in order to meet this 
requirement. In representative sampling, the employer shall sample the 
employee(s) expected to have the highest cadmium exposures.
    (2) Specific. (i) Initial monitoring. Except as provided for in 
paragraph (d)(2)(iii) of this section, where a determination conducted 
under paragraph (d)(1)(i) of this section shows the possibility of 
employee exposure to cadmium at or above the action level, the employer 
shall conduct exposure monitoring as soon as practicable that is 
representative of the exposure for each employee in the workplace who is 
or may be exposed to cadmium at or above the action level.
    (ii) In addition, if the employee periodically performs tasks that 
may expose the employee to a higher concentration of airborne cadmium, 
the employee shall be monitored while performing those tasks.
    (iii) Where the employer has objective data, as defined in paragraph 
(n)(2) of this section, demonstrating that employee exposure to cadmium 
will not exceed airborne concentrations at or above the action level 
under the expected conditions of processing, use, or handling, the 
employer may rely upon such data instead of implementing initial 
monitoring.
    (iv) Where a determination conducted under paragraphs (d)(1) or 
(d)(2)

[[Page 610]]

of this section is made that a potentially exposed employee is not 
exposed to airborne concentrations of cadmium at or above the action 
level, the employer shall make a written record of such determination. 
The record shall include at least the monitoring data developed under 
paragraphs (d)(2)(i)-(iii) of this section, where applicable, and shall 
also include the date of determination, and the name and social security 
number of each employee.
    (3) Monitoring frequency (periodic monitoring). (i) If the initial 
monitoring or periodic monitoring reveals employee exposures to be at or 
above the action level, the employer shall monitor at a frequency and 
pattern needed to assure that the monitoring results reflect with 
reasonable accuracy the employee's typical exposure levels, given the 
variability in the tasks performed, work practices, and environmental 
conditions on the job site, and to assure the adequacy of respiratory 
selection and the effectiveness of engineering and work practice 
controls.
    (ii) If the initial monitoring or the periodic monitoring indicates 
that employee exposures are below the action level and that result is 
confirmed by the results of another monitoring taken at least seven days 
later, the employer may discontinue the monitoring for those employees 
whose exposures are represented by such monitoring.
    (4) Additional monitoring. The employer also shall institute the 
exposure monitoring required under paragraphs (d)(2)(i) and (d)(3) of 
this section whenever there has been a change in the raw materials, 
equipment, personnel, work practices, or finished products that may 
result in additional employees being exposed to cadmium at or above the 
action level or in employees already exposed to cadmium at or above the 
action level being exposed above the PEL, or whenever the employer or 
competent person has any reason to suspect that any other change might 
result in such further exposure.
    (5) Employee notification of monitoring results. (i) The employer 
must, as soon as possible but no later than 5 working days after the 
receipt of the results of any monitoring performed under this section, 
notify each affected employee of these results either individually in 
writing or by posting the results in an appropriate location that is 
accessible to employees.
    (ii) Wherever monitoring results indicate that employee exposure 
exceeds the PEL, the employer shall include in the written notice a 
statement that the PEL has been exceeded and a description of the 
corrective action being taken by the employer to reduce employee 
exposure to or below the PEL.
    (6) Accuracy of measurement. The employer shall use a method of 
monitoring and analysis that has an accuracy of not less than plus or 
minus 25 percent (25%), with a confidence level of 
95 percent, for airborne concentrations of cadmium at or above the 
action level and the permissible exposure limit.
    (e) Regulated areas--(1) Establishment. The employer shall establish 
a regulated area wherever an employee's exposure to airborne 
concentrations of cadmium is, or can reasonably be expected to be in 
excess of the permissible exposure limit (PEL).
    (2) Demarcation. Regulated areas shall be demarcated from the rest 
of the workplace in any manner that adequately establishes and alerts 
employees of the boundaries of the regulated area, including employees 
who are or may be incidentally in the regulated areas, and that protects 
persons outside the area from exposure to airborne concentrations of 
cadmium in excess of the PEL.
    (3) Access. Access to regulated areas shall be limited to authorized 
persons.
    (4) Provision of respirators. Each person entering a regulated area 
shall be supplied with and required to use a respirator, selected in 
accordance with paragraph (g)(2) of this section.
    (5) Prohibited activities. The employer shall assure that employees 
do not eat, drink, smoke, chew tobacco or gum, or apply cosmetics in 
regulated areas, or carry the products associated with any of these 
activities into regulated areas or store such products in those areas.
    (f) Methods of compliance--(1) Compliance hierarchy. (i) Except as 
specified in paragraph (f)(1)(ii) of this section, the employer shall 
implement engineering and work practice controls to reduce and maintain 
employee exposure to cadmium at or below the PEL, except

[[Page 611]]

to the extent that the employer can demonstrate that such controls are 
not feasible.
    (ii) The requirement to implement engineering controls to achieve 
the PEL does not apply where the employer demonstrates the following:
    (A) The employee is only intermittently exposed; and
    (B) The employee is not exposed above the PEL on 30 or more days per 
year (12 consecutive months).
    (iii) Wherever engineering and work practice controls are not 
sufficient to reduce employee exposure to or below the PEL, the employer 
nonetheless shall implement such controls to reduce exposures to the 
lowest levels achievable. The employer shall supplement such controls 
with respiratory protection that complies with the requirements of 
paragraph (g) of this section and the PEL.
    (iv) The employer shall not use employee rotation as a method of 
compliance.
    (2) Specific operations--(i) Abrasive blasting. Abrasive blasting on 
cadmium or cadmium-containing materials shall be conducted in a manner 
that will provide adequate protection.
    (ii) Heating cadmium and cadmium-containing materials. Welding, 
cutting, and other forms of heating of cadmium or cadmium-containing 
materials shall be conducted in accordance with the requirements of 29 
CFR 1926.353 and 29 CFR 1926.354, where applicable.
    (3) Prohibitions. (i) High speed abrasive disc saws and similar 
abrasive power equipment shall not be used for work on cadmium or 
cadmium-containing materials unless they are equipped with appropriate 
engineering controls to minimize emissions, if the exposure levels are 
above the PEL.
    (ii) Materials containing cadmium shall not be applied by spray 
methods, if exposures are above the PEL, unless employees are protected 
with supplied-air respirators with full facepiece, hood, helmet, suit, 
operated in positive pressure mode and measures are instituted to limit 
overspray and prevent contamination of adjacent areas.
    (4) Mechanical ventilation. (i) When ventilation is used to control 
exposure, measurements that demonstrate the effectiveness of the system 
in controlling exposure, such as capture velocity, duct velocity, or 
static pressure shall be made as necessary to maintain its 
effectiveness.
    (ii) Measurements of the system's effectiveness in controlling 
exposure shall be made as necessary within five working days of any 
change in production, process, or control that might result in a 
significant increase in employee exposure to cadmium.
    (iii) Recirculation of air. If air from exhaust ventilation is 
recirculated into the workplace, the system shall have a high efficiency 
filter and be monitored to assure effectiveness.
    (iv) Procedures shall be developed and implemented to minimize 
employee exposure to cadmium when maintenance of ventilation systems and 
changing of filters is being conducted.
    (5) Compliance program. (i) Where employee exposure to cadmium 
exceeds the PEL and the employer is required under paragraph (f)(1) of 
this section to implement controls to comply with the PEL, prior to the 
commencement of the job the employer shall establish and implement a 
written compliance program to reduce employee exposure to or below the 
PEL. To the extent that engineering and work practice controls cannot 
reduce exposures to or below the PEL, the employer shall include in the 
written compliance program the use of appropriate respiratory protection 
to achieve compliance with the PEL.
    (ii) Written compliance programs shall be reviewed and updated as 
often and as promptly as necessary to reflect significant changes in the 
employer's compliance status or significant changes in the lowest air 
cadmium level that is technologically feasible.
    (iii) A competent person shall review the comprehensive compliance 
program initially and after each change.
    (iv) Written compliance programs shall be provided upon request for 
examination and copying to the Assistant Secretary, the Director, 
affected employees, and designated employee representatives.
    (g) Respirator protection--(1) General. For employees who use 
respirators required by this section, the employer

[[Page 612]]

must provide each employee an appropriate respirator that complies with 
the requirements of this paragraph. Respirators must be used during:
    (i) Periods necessary to install or implement feasible engineering 
and work-practice controls when employee exposures exceed the PEL.
    (ii) Maintenance and repair activities, and brief or intermittent 
work operations, for which employee exposures exceed the PEL and 
engineering and work-practice controls are not feasible or are not 
required.
    (iii) Work operations in the regulated areas specified in paragraph 
(e) of this section.
    (iv) Work operations for which the employer has implemented all 
feasible engineering and work-practice controls, and such controls are 
not sufficient to reduce employee exposures to or below the PEL.
    (v) Work operations for which an employee, who is exposed to cadmium 
at or above the action level, requests a respirator.
    (vi) Work operations for which engineering controls are not required 
by paragraph (f)(1)(ii) of this section to reduce employee exposures 
that exceed the PEL.
    (vii) Emergencies.
    (2) Respirator program. (i) The employer must implement a 
respiratory protection program in accordance with Sec. 1910.134 (b) 
through (d) (except (d)(1)(iii)), and (f) through (m), which covers each 
employee required by this section to use a respirator.
    (ii) If an employee exhibits breathing difficulty during fit testing 
or respirator use, the employer must provide the employee with a medical 
examination in accordance with paragraph (l)(6)(ii) of this section to 
determine if the employee can use a respirator while performing the 
required duties.
    (iii) No employee must use a respirator when, based on their most 
recent medical examination, the examining physician determines that the 
employee will be unable to continue to function normally while using a 
respirator. If the physician determines the employee must be limited in, 
or removed from, their current job because of the employee's inability 
to use a respirator, the job limitation or removal must be conducted in 
accordance with paragraphs (l) (11) and (12) of this section.
    (3) Respirator selection. (i) Employers must:
    (A) Select, and provide to employees, the appropriate respirators 
specified in paragraph (d)(3)(i)(A) of 29 CFR 1910.134.
    (B) Provide employees with full facepiece respirators when they 
experience eye irritation.
    (C) Provide HEPA filters for powered and non-powered air-purifying 
respirators.
    (ii) The employer must provide a powered air-purifying respirator 
instead of a negative-pressure respirator when an employee entitled to a 
respirator chooses to use this type of respirator and such a respirator 
will provide adequate protection to the employee.
    (h) Emergency situations. The employer shall develop and implement a 
written plan for dealing with emergency situations involving substantial 
releases of airborne cadmium. The plan shall include provisions for the 
use of appropriate respirators and personal protective equipment. In 
addition, employees not essential to correcting the emergency situation 
shall be restricted from the area and normal operations halted in that 
area until the emergency is abated.
    (i) Protective work clothing and equipment--(1) Provision and use. 
If an employee is exposed to airborne cadmium above the PEL or where 
skin or eye irritation is associated with cadmium exposure at any level, 
the employer shall provide at no cost to the employee, and assure that 
the employee uses, appropriate protective work clothing and equipment 
that prevents contamination of the employee and the employee's garments. 
Protective work clothing and equipment includes, but is not limited to:
    (i) Coveralls or similar full-body work clothing;
    (ii) Gloves, head coverings, and boots or foot coverings; and
    (iii) Face shields, vented goggles, or other appropriate protective 
equipment that complies with 29 CFR 1910.133.

[[Page 613]]

    (2) Removal and storage. (i) The employer shall assure that 
employees remove all protective clothing and equipment contaminated with 
cadmium at the completion of the work shift and do so only in change 
rooms provided in accordance with paragraph (j)(1) of this section.
    (ii) The employer shall assure that no employee takes cadmium-
contaminated protective clothing or equipment from the workplace, except 
for employees authorized to do so for purposes of laundering, cleaning, 
maintaining, or disposing of cadmium-contaminated protective clothing 
and equipment at an appropriate location or facility away from the 
workplace.
    (iii) The employer shall assure that contaminated protective 
clothing and equipment, when removed for laundering, cleaning, 
maintenance, or disposal, is placed and stored in sealed, impermeable 
bags or other closed, impermeable containers that are designed to 
prevent dispersion of cadmium dust.
    (iv) The employer shall assure that containers of contaminated 
protective clothing and equipment that are to be taken out of the change 
rooms or the workplace for laundering, cleaning, maintenance or disposal 
shall bear labels in accordance with paragraph (m)(2) of this section.
    (3) Cleaning, replacement, and disposal. (i) The employer shall 
provide the protective clothing and equipment required by paragraph 
(i)(1) of this section in a clean and dry condition as often as 
necessary to maintain its effectiveness, but in any event at least 
weekly. The employer is responsible for cleaning and laundering the 
protective clothing and equipment required by this paragraph to maintain 
its effectiveness and is also responsible for disposing of such clothing 
and equipment.
    (ii) The employer also is responsible for repairing or replacing 
required protective clothing and equipment as needed to maintain its 
effectiveness. When rips or tears are detected while an employee is 
working they shall be immediately mended, or the worksuit shall be 
immediately replaced.
    (iii) The employer shall prohibit the removal of cadmium from 
protective clothing and equipment by blowing, shaking, or any other 
means that disperses cadmium into the air.
    (iv) The employer shall assure that any laundering of contaminated 
clothing or cleaning of contaminated equipment in the workplace is done 
in a manner that prevents the release of airborne cadmium in excess of 
the permissible exposure limit prescribed in paragraph (c) of this 
section.
    (v) The employer shall inform any person who launders or cleans 
protective clothing or equipment contaminated with cadmium of the 
potentially harmful effects of exposure to cadmium, and that the 
clothing and equipment should be laundered or cleaned in a manner to 
effectively prevent the release of airborne cadmium in excess of the 
PEL.
    (j) Hygiene areas and practices--(1) General. For employees whose 
airborne exposure to cadmium is above the PEL, the employer shall 
provide clean change rooms, handwashing facilities, showers, and 
lunchroom facilities that comply with 29 CFR 1926.51.
    (2) Change rooms. The employer shall assure that change rooms are 
equipped with separate storage facilities for street clothes and for 
protective clothing and equipment, which are designed to prevent 
dispersion of cadmium and contamination of the employee's street 
clothes.
    (3) Showers and handwashing facilities. (i) The employer shall 
assure that employees whose airborne exposure to cadmium is above the 
PEL shower during the end of the work shift.
    (ii) The employer shall assure that employees who are exposed to 
cadmium above the PEL wash their hands and faces prior to eating, 
drinking, smoking, chewing tobacco or gum, or applying cosmetics.
    (4) Lunchroom facilities. (i) The employer shall assure that the 
lunchroom facilities are readily accessible to employees, that tables 
for eating are maintained free of cadmium, and that no employee in a 
lunchroom facility is exposed at any time to cadmium at or above a 
concentration of 2.5 [micro]g/m\3\.
    (ii) The employer shall assure that employees do not enter lunchroom 
facilities with protective work clothing or equipment unless surface 
cadmium has been removed from the clothing

[[Page 614]]

and equipment by HEPA vacuuming or some other method that removes 
cadmium dust without dispersing it.
    (k) Housekeeping. (1) All surfaces shall be maintained as free as 
practicable of accumulations of cadmium.
    (2) All spills and sudden releases of material containing cadmium 
shall be cleaned up as soon as possible.
    (3) Surfaces contaminated with cadmium shall, wherever possible, be 
cleaned by vacuuming or other methods that minimize the likelihood of 
cadmium becoming airborne.
    (4) HEPA-filtered vacuuming equipment or equally effective 
filtration methods shall be used for vacuuming. The equipment shall be 
used and emptied in a manner that minimizes the reentry of cadmium into 
the workplace.
    (5) Shoveling, dry or wet sweeping, and brushing may be used only 
where vacuuming or other methods that minimize the likelihood of cadmium 
becoming airborne have been tried and found not to be effective.
    (6) Compressed air shall not be used to remove cadmium from any 
surface unless the compressed air is used in conjunction with a 
ventilation system designed to capture the dust cloud created by the 
compressed air.
    (7) Waste, scrap, debris, bags, containers, personal protective 
equipment, and clothing contaminated with cadmium and consigned for 
disposal shall be collected and disposed of in sealed impermeable bags 
or other closed, impermeable containers. These bags and containers shall 
be labeled in accordance with paragraph (m)(2) of this section.
    (l) Medical Surveillance--(1) General--(i) Scope--(A) Currently 
exposed--The employer shall institute a medical surveillance program for 
all employees who are or may be exposed at or above the action level and 
all employees who perform the following tasks, operations or jobs: 
Electrical grounding with cadmium welding; cutting, brazing, burning, 
grinding or welding on surfaces that were painted with cadmium-
containing paints; electrical work using cadmium-coated conduit; use of 
cadmium containing paints; cutting and welding cadmium-plated steel; 
brazing or welding with cadmium alloys; fusing of reinforced steel by 
cadmium welding; maintaining or retrofitting cadmium-coated equipment; 
and, wrecking and demolition where cadmium is present. A medical 
surveillance program will not be required if the employer demonstrates 
that the employee:
    (1) Is not currently exposed by the employer to airborne 
concentrations of cadmium at or above the action level on 30 or more 
days per year (twelve consecutive months); and,
    (2) Is not currently exposed by the employer in those tasks on 30 or 
more days per year (twelve consecutive months).
    (B) Previously exposed-- The employer shall also institute a medical 
surveillance program for all employees who might previously have been 
exposed to cadmium by the employer prior to the effective date of this 
standard in tasks specified under paragraph (l)(1)(i)(A) of this 
section, unless the employer demonstrates that the employee did not in 
the years prior to the effective date of this section work in those 
tasks for the employer with exposure to cadmium for an aggregated total 
of more than 12 months.
    (ii) To determine an employee's fitness for using a respirator, the 
employer shall provide the limited medical examination specified in 
paragraph (l)(6) of this section.
    (iii) The employer shall assure that all medical examinations and 
procedures required by this section are performed by or under the 
supervision of a licensed physician, who has read and is familiar with 
the health effects section of appendix A to this section, the regulatory 
text of this section, the protocol for sample handling and lab selection 
in appendix F to this section, and the questionnaire of appendix D to 
this section.
    (iv) The employer shall provide the medical surveillance required by 
this section, including multiple physician review under paragraph 
(l)(13) of this section without cost to employees, and at a time and 
place that is reasonable and convenient to employees.
    (v) The employer shall assure that the collecting and handling of 
biological samples of cadmium in urine (CdU), cadmium in blood (CdB), 
and beta-2

[[Page 615]]

microglobulin in urine ([beta]2-M) taken from employees under 
this section is done in a manner that assures their reliability and that 
analysis of biological samples of cadmium in urine (CdU), cadmium in 
blood (CdB), and beta-2 microglobulin in urine ([beta]2-M) 
taken from employees under this section is performed in laboratories 
with demonstrated proficiency to perform the particular analysis. (See 
appendix F to this section.)
    (2) Initial Examination. (i) For employees covered by medical 
surveillance under paragraph (l)(1)(i) of this section, the employer 
shall provide an initial medical examination. The examination shall be 
provided to those employees within 30 days after initial assignment to a 
job with exposure to cadmium or no later than 90 days after the 
effective date of this section, whichever date is later.
    (ii) The initial medical examination shall include:
    (A) A detailed medical and work history, with emphasis on: Past, 
present, and anticipated future exposure to cadmium; any history of 
renal, cardiovascular, respiratory, hematopoietic, reproductive, and/or 
musculo-skeletal system dysfunction; current usage of medication with 
potential nephrotoxic side-effects; and smoking history and current 
status; and
    (B) Biological monitoring that includes the following tests:
    (1) Cadmium in urine (CdU), standardized to grams of creatinine (g/
Cr);
    (2) Beta-2 microglobulin in urine ([beta]2-M), 
standardized to grams of creatinine (g/Cr), with pH specified, as 
described in Appendix F to this section; and
    (3) Cadmium in blood (CdB), standardized to liters of whole blood 
(lwb).
    (iii) Recent Examination: An initial examination is not required to 
be provided if adequate records show that the employee has been examined 
in accordance with the requirements of paragraph (l)(2)(ii) of this 
section within the past 12 months. In that case, such records shall be 
maintained as part of the employee's medical record and the prior exam 
shall be treated as if it were an initial examination for the purposes 
of paragraphs (l)(3) and (4) of this section.
    (3) Actions triggered by initial biological monitoring. (i) If the 
results of the biological monitoring tests in the initial examination 
show the employee's CdU level to be at or below 3 [micro]g/g Cr, 
[beta]2-M level to be at or below 300 [micro]g/g Cr and CdB 
level to be at or below 5 [micro]g/lwb, then:
    (A) For employees who are subject to medical surveillance under 
paragraphs (l)(1)(i)(A) of this section because of current or 
anticipated exposure to cadmium, the employer shall provide the minimum 
level of periodic medical surveillance in accordance with the 
requirements in paragraph (l)(4)(i) of this section; and
    (B) For employees who are subject to medical surveillance under 
paragraph (l)(1)(i)(B) of this section because of prior but not current 
exposure, the employer shall provide biological monitoring for CdU, 
B2-M, and CdB one year after the initial biological 
monitoring and then the employer shall comply with the requirements of 
paragraph (l)(4)(vi) of this section.
    (ii) For all employees who are subject to medical surveillance under 
paragraph (l)(1)(i) of this section, if the results of the initial 
biological monitoring tests show the level of CdU to exceed 3 [micro]g/g 
Cr, the level of [beta]2-M to be in excess of 300 [micro]g/g 
Cr, or the level of CdB to be in excess of 5 [micro]g/lwb, the employer 
shall:
    (A) Within two weeks after receipt of biological monitoring results, 
reassess the employee's occupational exposure to cadmium as follows:
    (1) Reassess the employee's work practices and personal hygiene;
    (2) Reevaluate the employee's respirator use, if any, and the 
respirator program;
    (3) Review the hygiene facilities;
    (4) Reevaluate the maintenance and effectiveness of the relevant 
engineering controls;
    (5) Assess the employee's smoking history and status;
    (B) Within 30 days after the exposure reassessment, specified in 
paragraph (l)(3)(ii)(A) of this section, take reasonable steps to 
correct any deficiencies found in the reassessment that may be 
responsible for the employee's excess exposure to cadmium; and,

[[Page 616]]

    (C) Within 90 days after receipt of biological monitoring results, 
provide a full medical examination to the employee in accordance with 
the requirements of paragraph (l)(4)(ii) of this section. After 
completing the medical examination, the examining physician shall 
determine in a written medical opinion whether to medically remove the 
employee. If the physician determines that medical removal is not 
necessary, then until the employee's CdU level falls to or below 3 
[micro]g/g Cr, [beta]2-M level falls to or below 300 
[micro]g/g Cr and CdB level falls to or below 5 [micro]g/lwb, the 
employer shall:
    (1) Provide biological monitoring in accordance with paragraph 
(l)(2)(ii)(B) of this section on a semiannual basis; and
    (2) Provide annual medical examinations in accordance with paragraph 
(l)(4)(ii) of this section.
    (iii) For all employees who are subject to medical surveillance 
under paragraph (l)(1)(i) of this section, if the results of the initial 
biological monitoring tests show the level of CdU to be in excess of 15 
[micro]g/g Cr, or the level of CdB to be in excess of 15 [micro]g/lwb, 
or the level of [beta]2-M to be in excess of 1,500 [micro]g/g 
Cr, the employer shall comply with the requirements of paragraphs 
(l)(3)(ii)(A)-(B) of this section. Within 90 days after receipt of 
biological monitoring results, the employer shall provide a full medical 
examination to the employee in accordance with the requirements of 
paragraph (l)(4)(ii) of this section. After completing the medical 
examination, the examining physician shall determine in a written 
medical opinion whether to medically remove the employee. However, if 
the initial biological monitoring results and the biological monitoring 
results obtained during the medical examination both show that: CdU 
exceeds 15 [micro]g/g Cr; or CdB exceeds 15 [micro]g/lwb; or 
[beta]2-M exceeds 1500 [micro]g/g Cr, and in addition CdU 
exceeds 3 [micro]g/g Cr or CdB exceeds 5 [micro]g/liter of whole blood, 
then the physician shall medically remove the employee from exposure to 
cadmium at or above the action level. If the second set of biological 
monitoring results obtained during the medical examination does not show 
that a mandatory removal trigger level has been exceeded, then the 
employee is not required to be removed by the mandatory provisions of 
this paragraph. If the employee is not required to be removed by the 
mandatory provisions of this paragraph or by the physician's 
determination, then until the employee's CdU level falls to or below 3 
[micro]g/g Cr, [beta]2-M level falls to or below 300 
[micro]g/g Cr and CdB level falls to or below 5 [micro]g/lwb, the 
employer shall:
    (A) Periodically reassess the employee's occupational exposure to 
cadmium;
    (B) Provide biological monitoring in accordance with paragraph 
(l)(2)(ii)(B) of this section on a quarterly basis; and
    (C) Provide semiannual medical examinations in accordance with 
paragraph (l)(4)(ii) of this section.
    (iv) For all employees to whom medical surveillance is provided, 
beginning on January 1, 1999, and in lieu of paragraph (l)(3)(iii) of 
this section, whenever the results of initial biological monitoring 
tests show the employee's CdU level to be in excess of 7 [micro]g/g Cr, 
or [beta]2-M level to be in excess of 750 [micro]g/g Cr, or 
CdB level to be in excess of 10 [micro]g/lwb, the employer shall comply 
with the requirements of paragraphs (l)(3)(ii)(A)-(B) of this section. 
Within 90 days after receipt of biological monitoring results, the 
employer shall provide a full medical examination to the employee in 
accordance with the requirements of paragraph (l)(4)(ii) of this 
section. After completing the medical examination, the examining 
physician shall determine in a written medical opinion whether to 
medically remove the employee. However, if the initial biological 
monitoring results and the biological monitoring results obtained during 
the medical examination both show that: CdU exceeds 7 [micro]g/g Cr; or 
CdB exceeds 10 [micro]g/lwb; or [beta]2-M exceeds 750 
[micro]g/g Cr, and in addition CdU exceeds 3 [micro]g/g Cr or CdB 
exceeds 5 [micro]g/liter of whole blood, then the physician shall 
medically remove the employee from exposure to cadmium at or above the 
action level. If the second set of biological monitoring results 
obtained during the medical examination does not show that a mandatory 
removal trigger level has been exceeded, then the employee is not 
required to be removed by the mandatory provisions of this paragraph. If 
the employee is not

[[Page 617]]

required to be removed by the mandatory provisions of this paragraph or 
by the physician's determination, then until the employee's CdU level 
falls to or below 3 [micro]g/g Cr, [beta]2-M level falls to 
or below 300 [micro]g/g Cr and CdB level falls to or below 5 [micro]g/
lwb, the employer shall:
    (A) Periodically reassess the employee's occupational exposure to 
cadmium;
    (B) Provide biological monitoring in accordance with paragraph 
(l)(2)(ii)(B) of this section on a quarterly basis; and
    (C) Provide semiannual medical examinations in accordance with 
paragraph (l)(4)(ii) of this section.
    (4) Periodic medical surveillance. (i) For each employee who is 
covered by medical surveillance under paragraph (l)(1)(i)(A) of this 
section because of current or anticipated exposure to cadmium, the 
employer shall provide at least the minimum level of periodic medical 
surveillance, which consists of periodic medical examinations and 
periodic biological monitoring. A periodic medical examination shall be 
provided within one year after the initial examination required by 
paragraph (l)(2) of this section and thereafter at least biennially. 
Biological sampling shall be provided at least annually either as part 
of a periodic medical examination or separately as periodic biological 
monitoring.
    (ii) The periodic medical examination shall include:
    (A) A detailed medical and work history, or update thereof, with 
emphasis on: Past, present and anticipated future exposure to cadmium; 
smoking history and current status; reproductive history; current use of 
medications with potential nephrotoxic side-effects; any history of 
renal, cardiovascular, respiratory, hematopoietic, and/or musculo-
skeletal system dysfunction; and as part of the medical and work 
history, for employees who wear respirators, questions 3-11 and 25-32 in 
appendix D to this section;
    (B) A complete physical examination with emphasis on: blood 
pressure, the respiratory system, and the urinary system;
    (C) A 14 inch by 17 inch, or a reasonably standard sized posterior-
anterior chest X-ray (after the initial X-ray, the frequency of chest X-
rays is to be determined by the examining physician);
    (D) Pulmonary function tests, including forced vital capacity (FVC) 
and forced expiratory volume at 1 second (FEV1);
    (E) Biological monitoring, as required in paragraph (l)(2)(ii)(B) of 
this section;
    (F) Blood analysis, in addition to the analysis required under 
paragraph (l)(2)(ii)(B) of this section, including blood urea nitrogen, 
complete blood count, and serum creatinine;
    (G) Urinalysis, in addition to the analysis required under paragraph 
(l)(2)(ii)(B) of this section, including the determination of albumin, 
glucose, and total and low molecular weight proteins;
    (H) For males over 40 years old, prostate palpation, or other at 
least as effective diagnostic test(s), and;
    (I) Any additional tests or procedures deemed appropriate by the 
examining physician.
    (iii) Periodic biological monitoring shall be provided in accordance 
with paragraph (l)(2)(ii)(B) of this section.
    (iv) If the results of periodic biological monitoring or the results 
of biological monitoring performed as part of the periodic medical 
examination show the level of the employee's CdU, [beta]2-M, 
or CdB to be in excess of the levels specified in paragraphs (l)(3)(ii) 
or (iii) of this section; or beginning on January 1, 1999, in excess of 
the levels specified in paragraphs (l)(3)(ii) or (iv), the employer 
shall take the appropriate actions specified in paragraphs (l)(3)(ii)-
(iv) of this section, respectively.
    (v) For previously exposed employees under paragraph (l)(1)(i)(B) of 
this section:
    (A) If the employee's levels of CdU did not exceed 3 [micro]g/g Cr, 
CdB did not exceed 5 [micro]g/lwb, and [beta]2-M did not 
exceed 300 [micro]g/g Cr in the initial biological monitoring tests, and 
if the results of the followup biological monitoring required by 
paragraph (l)(3)(i)(B) of this section one year after the initial 
examination confirm the previous results, the employer may discontinue 
all periodic medical surveillance for that employee.

[[Page 618]]

    (B) If the initial biological monitoring results for CdU, CdB, or 
[beta]2-M were in excess of the levels specified in paragraph 
(l)(3)(i) of this section, but subsequent biological monitoring results 
required by paragraph (l)(3)(ii)-(iv) of this section show that the 
employee's CdU levels no longer exceed 3 [micro]g/g Cr, CdB levels no 
longer exceed 5 [micro]g/lwb, and [beta]2-M levels no longer 
exceed 300 [micro]g/g Cr, the employer shall provide biological 
monitoring for CdU, CdB, and [beta]2-M one year after these 
most recent biological monitoring results. If the results of the 
followup biological monitoring specified in this paragraph, confirm the 
previous results, the employer may discontinue all periodic medical 
surveillance for that employee.
    (C) However, if the results of the follow-up tests specified in 
paragraph (l)(4)(v)(A) or (B) of this section indicate that the level of 
the employee's CdU, [beta]2-M, or CdB exceeds these same 
levels, the employer is required to provide annual medical examinations 
in accordance with the provisions of paragraph (l)(4)(ii) of this 
section until the results of biological monitoring are consistently 
below these levels or the examining physician determines in a written 
medical opinion that further medical surveillance is not required to 
protect the employee's health.
    (vi) A routine, biennial medical examination is not required to be 
provided in accordance with paragraphs (l)(3)(i) and (l)(4) of this 
section if adequate medical records show that the employee has been 
examined in accordance with the requirements of paragraph (l)(4)(ii) of 
this section within the past 12 months. In that case, such records shall 
be maintained by the employer as part of the employee's medical record, 
and the next routine, periodic medical examination shall be made 
available to the employee within two years of the previous examination.
    (5) Actions triggered by medical examinations. (i) If the results of 
a medical examination carried out in accordance with this section 
indicate any laboratory or clinical finding consistent with cadmium 
toxicity that does not require employer action under paragraphs (l)(2), 
(3) or (4) of this section, the employer shall take the following steps 
and continue to take them until the physician determines that they are 
no longer necessary.
    (A) Periodically reassess: The employee's work practices and 
personal hygiene; the employee's respirator use, if any; the employee's 
smoking history and status; the respiratory protection program; the 
hygiene facilities; the maintenance and effectiveness of the relevant 
engineering controls; and take all reasonable steps to correct the 
deficiencies found in the reassessment that may be responsible for the 
employee's excess exposure to cadmium.
    (B) Provide semi-annual medical reexaminations to evaluate the 
abnormal clinical sign(s) of cadmium toxicity until the results are 
normal or the employee is medically removed; and
    (C) Where the results of tests for total proteins in urine are 
abnormal, provide a more detailed medical evaluation of the toxic 
effects of cadmium on the employee's renal system.
    (6) Examination for respirator use. (i) To determine an employee's 
fitness for respirator use, the employer shall provide a medical 
examination that includes the elements specified in paragraph 
(l)(6)(i)(A)-(D) of this section. This examination shall be provided 
prior to the employee's being assigned to a job that requires the use of 
a respirator or no later than 90 days after this section goes into 
effect, whichever date is later, to any employee without a medical 
examination within the preceding 12 months that satisfies the 
requirements of this paragraph.
    (A) A detailed medical and work history, or update thereof, with 
emphasis on: past exposure to cadmium; smoking history and current 
status; any history of renal, cardiovascular, respiratory, 
hematopoietic, and/or musculo-skeletal system dysfunction; a description 
of the job for which the respirator is required; and questions 3-11 and 
25-32 in appendix D;
    (B) A blood pressure test;
    (C) Biological monitoring of the employee's levels of CdU, CdB and 
[beta]2-M in accordance with the requirements of paragraph 
(l)(2)(ii)(B) of this section, unless such results already have been 
obtained within the twelve months; and

[[Page 619]]

    (D) Any other test or precedure that the examining physician deems 
appropriate.
    (ii) After reviewing all the information obtained from the medical 
examination required in paragraph (l)(6)(i) of this section, the 
physician shall determine whether the employee is fit to wear a 
respirator.
    (iii) Whenever an employee has exhibited difficulty in breathing 
during a respirator fit test or during use of a respirator, the 
employer, as soon as possible, shall provide the employee with a 
periodic medical examination in accordance with paragraph (l)(4)(ii) of 
this section to determine the employee's fitness to wear a respirator.
    (iv) Where the results of the examination required under paragraphs 
(l)(6)(i), (ii), or (iii) of this section are abnormal, medical 
limitation or prohibition of respirator use shall be considered. If the 
employee is allowed to wear a respirator, the employee's ability to 
continue to do so shall be periodically evaluated by a physician.
    (7) Emergency Examinations. (i) In addition to the medical 
surveillance required in paragraphs (l)(2)-(6) of this section, the 
employer shall provide a medical examination as soon as possible to any 
employee who may have been acutely exposed to cadmium because of an 
emergency.
    (ii) The examination shall include the requirements of paragraph 
(l)(4)(ii), of this section, with emphasis on the respiratory system, 
other organ systems considered appropriate by the examining physician, 
and symptoms of acute overexposure, as identified in paragraphs 
II(B)(1)-(2) and IV of appendix A of this section.
    (8) Termination of employment examination. (i) At termination of 
employment, the employer shall provide a medical examination in 
accordance with paragraph (l)(4)(ii) of this section, including a chest 
X-ray where necessary, to any employee to whom at any prior time the 
employer was required to provide medical surveillance under paragraph 
(l)(1)(i) or (l)(7) of this section. However, if the last examination 
satisfied the requirements of paragraph (l)(4)(ii) of this section and 
was less than six months prior to the date of termination, no further 
examination is required unless otherwise specified in paragraph (l)(3) 
or (l)(5) of this section;
    (ii) In addition, if the employer has discontinued all periodic 
medical surveillance under paragraph (l)(4)(v) of this section, no 
termination of employment medical examination is required.
    (9) Information provided to the physician. The employer shall 
provide the following information to the examining physician:
    (i) A copy of this standard and appendices;
    (ii) A description of the affected employee's former, current, and 
anticipated duties as they relate to the employee's occupational 
exposure to cadmium;
    (iii) The employee's former, current, and anticipated future levels 
of occupational exposure to cadmium;
    (iv) A description of any personal protective equipment, including 
respirators, used or to be used by the employee, including when and for 
how long the employee has used that equipment; and
    (v) Relevant results of previous biological monitoring and medical 
examinations.
    (10) Physician's written medical opinion. (i) The employer shall 
promptly obtain a written, medical opinion from the examining physician 
for each medical examination performed on each employee. This written 
opinion shall contain:
    (A) The physician's diagnosis for the employee;
    (B) The physician's opinion as to whether the employee has any 
detected medical condition(s) that would place the employee at increased 
risk of material impairment to health from further exposure to cadmium, 
including any indications of potential cadmium toxicity;
    (C) The results of any biological or other testing or related 
evaluations that directly assess the employee's absorption of cadmium;
    (D) Any recommended removal from, or limitation on the activities or 
duties of the employee or on the employee's use of personal protective 
equipment, such as respirators;
    (E) A statement that the physician has clearly and carefully 
explained to

[[Page 620]]

the employee the results of the medical examination, including all 
biological monitoring results and any medical conditions related to 
cadmium exposure that require further evaluation or treatment, and any 
limitation on the employee's diet or use of medications.
    (ii) The employer shall promptly obtain a copy of the results of any 
biological monitoring provided by an employer to an employee 
independently of a medical examination under paragraphs (l)(2) and 
(l)(4) of this section, and, in lieu of a written medical opinion, an 
explanation sheet explaining those results.
    (iii) The employer shall instruct the physician not to reveal orally 
or in the written medical opinion given to the employer specific 
findings or diagnoses unrelated to occupational exposure to cadmium.
    (11) Medical Removal Protection (MRP)--(i) General. (A) The employer 
shall temporarily remove an employee from work where there is excess 
exposure to cadmium on each occasion that medical removal is required 
under paragraphs (l)(3), (l)(4), or (l)(6) of this section and on each 
occasion that a physician determines in a written medical opinion that 
the employee should be removed from such exposure. The physician's 
determination may be based on biological monitoring results, inability 
to wear a respirator, evidence of illness, other signs or symptoms of 
cadmium-related dysfunction or disease, or any other reason deemed 
medically sufficient by the physician.
    (B) The employer shall medically remove an employee in accordance 
with paragraph (l)(11) of this section regardless of whether at the time 
of removal a job is available into which the removed employee may be 
transferred.
    (C) Whenever an employee is medically removed under paragraph 
(l)(11) of this section, the employer shall transfer the removed 
employee to a job where the exposure to cadmium is within the 
permissible levels specified in that paragraph as soon as one becomes 
available.
    (D) For any employee who is medically removed under the provisions 
of paragraph (l)(11)(i) of this section, the employer shall provide 
follow-up medical examinations semi-annually until, in a written medical 
opinion, the examining physician determines that either the employee may 
be returned to his/her former job status or the employee must be 
permanently removed from excess cadmium exposure.
    (E) The employer may not return an employee who has been medically 
removed for any reason to his/her former job status until a physician 
determines in a written medical opinion that continued medical removal 
is no longer necessary to protect the employee's health.
    (ii) Where an employee is found unfit to wear a respirator under 
paragraph (l)(6)(ii) of this section, the employer shall remove the 
employee from work where exposure to cadmium is above the PEL.
    (iii) Where removal is based upon any reason other than the 
employee's inability to wear a respirator, the employer shall remove the 
employee from work where exposure to cadmium is at or above the action 
level.
    (iv) Except as specified in paragraph (l)(11)(v) of this section, no 
employee who was removed because his/her level of CdU, CdB and/or 
[beta]2-M exceeded the trigger levels in paragraph (l)(3) or 
(l)(4) of this section may be returned to work with exposure to cadmium 
at or above the action level until the employee's levels of CdU fall to 
or below 3 [micro]g/g Cr, CdB fall to or below 5 [micro]g/lwb, and 
[beta]2-M fall to or below 300 [micro]g/g Cr.
    (v) However, when in the examining physician's opinion continued 
exposure to cadmium will not pose an increased risk to the employee's 
health and there are special circumstances that make continued medical 
removal an inappropriate remedy, the physician shall fully discuss these 
matters with the employee, and then in a written determination may 
return a worker to his/her former job status despite what would 
otherwise be unacceptably high biological monitoring results. Thereafter 
and until such time as the employee's biological monitoring results have 
decreased to levels where he/she could have been returned to his/her 
former job status, the returned employee shall continue medical 
surveillance as if he/she were still on medical removal. Until such 
time, the employee

[[Page 621]]

is no longer subject to mandatory medical removal. Subsequent questions 
regarding the employee's medical removal shall be decided solely by a 
final medical determination.
    (vi) Where an employer, although not required by this section to do 
so, removes an employee from exposure to cadmium or otherwise places 
limitations on an employee due to the effects of cadmium exposure on the 
employee's medical condition, the employer shall provide the same 
medical removal protection benefits to that employee under paragraph 
(l)(12) of this section as would have been provided had the removal been 
required under paragraph (l)(11) of this section.
    (12) Medical removal protection benefits. (i) The employer shall 
provide medical removal protection benefits to an employee for up to a 
maximum of 18 months each time, and while the employee is temporarily 
medically removed under paragraph (l)(11) of this section.
    (ii) For purposes of this section, the requirement that the employer 
provide medical removal protection benefits means that the employer 
shall maintain the total normal earnings, seniority, and all other 
employee rights and benefits of the removed employee, including the 
employee's right to his/her former job status, as if the employee had 
not been removed from the employee's job or otherwise medically limited.
    (iii) Where, after 18 months on medical removal because of elevated 
biological monitoring results, the employee's monitoring results have 
not declined to a low enough level to permit the employee to be returned 
to his/her former job status:
    (A) The employer shall make available to the employee a medical 
examination pursuant to this section in order to obtain a final medical 
determination as to whether the employee may be returned to his/her 
former job status or must be permanently removed from excess cadmium 
exposure; and
    (B) The employer shall assure that the final medical determination 
indicates whether the employee may be returned to his/her former job 
status and what steps, if any, should be taken to protect the employee's 
health;
    (iv) The employer may condition the provision of medical removal 
protection benefits upon the employee's participation in medical 
surveillance provided in accordance with this section.
    (13) Multiple physician review. (i) If the employer selects the 
initial physician to conduct any medical examination or consultation 
provided to an employee under this section, the employee may designate a 
second physician to:
    (A) Review any findings, determinations, or recommendations of the 
initial physician; and
    (B) Conduct such examinations, consultations, and laboratory tests 
as the second physician deems necessary to facilitate this review.
    (ii) The employer shall promptly notify an employee of the right to 
seek a second medical opinion after each occasion that an initial 
physician provided by the employer conducts a medical examination or 
consultation pursuant to this section. The employer may condition its 
participation in, and payment for, multiple physician review upon the 
employee doing the following within fifteen (15) days after receipt of 
this notice, or receipt of the initial physician's written opinion, 
whichever is later:
    (A) Informing the employer that he or she intends to seek a medical 
opinion; and
    (B) Initiating steps to make an appointment with a second physician.
    (iii) If the findings, determinations, or recommendations of the 
second physician differ from those of the initial physician, then the 
employer and the employee shall assure that efforts are made for the two 
physicians to resolve any disagreement.
    (iv) If the two physicians have been unable to quickly resolve their 
disagreement, then the employer and the employee, through their 
respective physicians, shall designate a third physician to:
    (A) Review any findings, determinations, or recommendations of the 
other two physicians; and
    (B) Conduct such examinations, consultations, laboratory tests, and 
discussions with the other two physicians as the third physician deems 
necessary

[[Page 622]]

to resolve the disagreement among them.
    (v) The employer shall act consistently with the findings, 
determinations, and recommendations of the third physician, unless the 
employer and the employee reach an agreement that is consistent with the 
recommendations of at least one of the other two physicians.
    (14) Alternate physician determination. The employer and an employee 
or designated employee representative may agree upon the use of any 
alternate form of physician determination in lieu of the multiple 
physician review provided by paragraph (l)(13) of this section, so long 
as the alternative is expeditious and at least as protective of the 
employee.
    (15) Information the employer must provide the employee. (i) The 
employer shall provide a copy of the physician's written medical opinion 
to the examined employee within five working days after receipt thereof.
    (ii) The employer shall provide the employee with a copy of the 
employee's biological monitoring results and an explanation sheet 
explaining the results within five working days after receipt thereof.
    (iii) Within 30 days after a request by an employee, the employer 
shall provide the employee with the information the employer is required 
to provide the examining physician under paragraph (l)(9) of this 
section.
    (16) Reporting. In addition to other medical events that are 
required to be reported on the OSHA Form No. 200, the employer shall 
report any abnormal condition or disorder caused by occupational 
exposure to cadmium associated with employment as specified in Chapter 
(V)(E) of the Reporting Guidelines for Occupational Injuries and 
Illnesses.
    (m) Communication of cadmium hazards to employees--(1) General. In 
communications concerning cadmium hazards, employers shall comply with 
the requirements of OSHA's Hazard Communication Standard for the 
construction industry, 29 CFR 1926.59, including but not limited to the 
requirements concerning warning signs and labels, material safety data 
sheets (MSDS), and employee information and training. In addition, 
employers shall comply with the following requirements:
    (2) Warning signs. (i) Warning signs shall be provided and displayed 
in regulated areas. In addition, warning signs shall be posted at all 
approaches to regulated areas so that an employee may read the signs and 
take necessary protective steps before entering the area.
    (ii) Warning signs required by paragraph (m)(2)(i) of this section 
shall bear the following information:

   Danger, Cadmium, Cancer Hazard, Can Cause Lung and Kidney Disease, 
      Authorized Personnel Only, Respirators Required in This Area

    (iii) The employer shall assure that signs required by this 
paragraph are illuminated, cleaned, and maintained as necessary so that 
the legend is readily visible.
    (3) Warning labels. (i) Shipping and storage containers containing 
cadmium, cadmium compounds, or cadmium contaminated clothing, equipment, 
waste, scrap, or debris shall bear appropriate warning labels, as 
specified in paragraph (m)(3)(ii) of this section.
    (ii) The warning labels shall shall include at least the following 
information:

Danger, Contains Cadmium, Cancer Hazard, Avoid Creating Dust, Can Cause 
                         Lung and Kidney Disease

    (iii) Where feasible, installed cadmium products shall have a 
visible label or other indication that cadmium is present.
    (4) Employee information and training. (i) The employer shall train 
each employee who is potentially exposed to cadmium in accordance with 
the requirements of this section. The employer shall institute a 
training program, ensure employee participation in the program, and 
maintain a record of the contents of the training program.
    (ii) Training shall be provided prior to or at the time of initial 
assignment to a job involving potential exposure to cadmium and at least 
annually thereafter.
    (iii) The employer shall make the training program understandable to 
the employee and shall assure that

[[Page 623]]

each employee is informed of the following:
    (A) The health hazards associated with cadmium exposure, with 
special attention to the information incorporated in appendix A to this 
section;
    (B) The quantity, location, manner of use, release, and storage of 
cadmium in the workplace and the specific nature of operations that 
could result in exposure to cadmium, especially exposures above the PEL;
    (C) The engineering controls and work practices associated with the 
employee's job assignment;
    (D) The measures employees can take to protect themselves from 
exposure to cadmium, including modification of such habits as smoking 
and personal hygiene, and specific procedures the employer has 
implemented to protect employees from exposure to cadmium such as 
appropriate work practices, emergency procedures, and the provision of 
personal protective equipment;
    (E) The purpose, proper selection, fitting, proper use, and 
limitations of respirators and protective clothing;
    (F) The purpose and a description of the medical surveillance 
program required by paragraph (l) of this section;
    (G) The contents of this section and its appendices, and,
    (H) The employee's rights of access to records under Sec. 
1926.33(g) (1) and (2).
    (iv) Additional access to information and training program and 
materials.
    (A) The employer shall make a copy of this section and its 
appendices readily available to all affected employees and shall provide 
a copy without cost if requested.
    (B) Upon request, the employer shall provide to the Assistant 
Secretary or the Director all materials relating to the employee 
information and the training program.
    (5) Multi-employer workplace. In a multi-employer workplace, an 
employer who produces, uses, or stores cadmium in a manner that may 
expose employees of other employers to cadmium shall notify those 
employers of the potential hazard in accordance with paragraph (e) of 
the hazard communication standard for construction, 29 CFR 1926.59.
    (n) Recordkeeping--(1) Exposure monitoring. (i) The employer shall 
establish and keep an accurate record of all air monitoring for cadmium 
in the workplace.
    (ii) This record shall include at least the following information:
    (A) The monitoring date, shift, duration, air volume, and results in 
terms of an 8-hour TWA of each sample taken, and if cadmium is not 
detected, the detection level;
    (B) The name, social security number, and job classification of all 
employees monitored and of all other employees whose exposures the 
monitoring result is intended to represent, including, where applicable, 
a description of how it was determined that the employee's monitoring 
result could be taken to represent other employee's exposures;
    (C) A description of the sampling and analytical methods used and 
evidence of their accuracy;
    (D) The type of respiratory protective device, if any, worn by the 
monitored employee and by any other employee whose exposure the 
monitoring result is intended to represent;
    (E) A notation of any other conditions that might have affected the 
monitoring results.
    (F) Any exposure monitoring or objective data that were used and the 
levels.
    (iii) The employer shall maintain this record for at least thirty 
(30) years, in accordance with Sec. 1926.33 of this part.
    (iv) The employer shall also provide a copy of the results of an 
employee's air monitoring prescribed in paragraph (d) of this section to 
an industry trade association and to the employee's union, if any, or, 
if either of such associations or unions do not exist, to another 
comparable organization that is competent to maintain such records and 
is reasonably accessible to employers and employees in the industry.
    (2) Objective data for exemption from requirement for initial 
monitoring. (i) For purposes of this section, objective data are 
information demonstrating that a particular product or material 
containing cadmium or a specific process, operation, or activity 
involving cadmium cannot release dust or fumes in concentrations at or 
above the action level even under the worst-case release

[[Page 624]]

conditions. Objective data can be obtained from an industry-wide study 
or from laboratory product test results from manufacturers of cadmium-
containing products or materials. The data the employer uses from an 
industry-wide survey must be obtained under workplace conditions closely 
resembling the processes, types of material, control methods, work 
practices and environmental conditions in the employer's current 
operations.
    (ii) The employer shall maintain the record for at least 30 years of 
the objective data relied upon.
    (3) Medical surveillance. (i) The employer shall establish and 
maintain an accurate record for each employee covered by medical 
surveillance under paragraph (l)(1)(i) of this section.
    (ii) The record shall include at least the following information 
about the employee:
    (A) Name, social security number, and description of duties;
    (B) A copy of the physician's written opinions and of the 
explanation sheets for biological monitoring results;
    (C) A copy of the medical history, and the results of any physical 
examination and all test results that are required to be provided by 
this section, including biological tests, X-rays, pulmonary function 
tests, etc., or that have been obtained to further evaluate any 
condition that might be related to cadmium exposure;
    (D) The employee's medical symptoms that might be related to 
exposure to cadmium; and
    (E) A copy of the information provided to the physician as required 
by paragraph (l)(9) of this section.
    (iii) The employer shall assure that this record is maintained for 
the duration of employment plus thirty (30) years, in accordance with 
Sec. 1926.33 of this part.
    (iv) At the employee's request, the employer shall promptly provide 
a copy of the employee's medical record, or update as appropriate, to a 
medical doctor or a union specified by the employee.
    (4) Training. The employer shall certify that employees have been 
trained by preparing a certification record which includes the identity 
of the person trained, the signature of the employer or the person who 
conducted the training, and the date the training was completed. The 
certification records shall be prepared at the completion of training 
and shall be maintained on file for one (1) year beyond the date of 
training of that employee.
    (5) Availability. (i) Except as otherwise provided for in this 
section, access to all records required to be maintained by paragraphs 
(n)(1)-(4) of this section shall be in accordance with the provisions of 
Sec. 1926.33 of this part.
    (ii) Within 15 days after a request, the employer shall make an 
employee's medical records required to be kept by paragraph (n)(3) of 
this section available for examination and copying to the subject 
employee, to designated representatives, to anyone having the specific 
written consent of the subject employee, and after the employee's death 
or incapacitation, to the employee's family members.
    (6) Transfer of records. Whenever an employer ceases to do business 
and there is no successor employer or designated organization to receive 
and retain records for the prescribed period, the employer shall comply 
with the requirements concerning transfer of records set forth in Sec. 
1926.33 (h) of this part.
    (o) Observation of monitoring--(1) Employee observation. The 
employer shall provide affected employees or their designated 
representatives an opportunity to observe any monitoring of employee 
exposure to cadmium.
    (2) Observation procedures. When observation of monitoring requires 
entry into an area where the use of protective clothing or equipment is 
required, the employer shall provide the observer with that clothing and 
equipment and shall assure that the observer uses such clothing and 
equipment and complies with all other applicable safety and health 
procedures.
    (p) [Reserved]
    (q) Appendices. Except where portions of appendices A, B, D, E, and 
F to this section are expressly incorporated in requirements of this 
section, these appendices are purely informational and are not intended 
to create any additional obligations not otherwise imposed or to detract 
from any existing obligations.

[[Page 625]]

       Appendix A to Sec. 1926.1127--Substance Safety Data Sheet

    Note: The requirements applicable to construction work under this 
Appendix A are identical to those set forth in Appendix A to Sec. 
1910.1027 of this chapter.

   Appendix B to Sec. 1926.1127--Substance Technical Guidelines for 
                                 Cadmium

    Note: The requirements applicable to construction work under this 
Appendix B are identical to those set forth in Appendix B to Sec. 
1910.1027 of this chapter.

                Appendix C to Sec. 1926.1127 [Reserved]

  Appendix D to Sec. 1926.1127--Occupational Health History Interview 
                   With Reference to Cadmium Exposure

    Note: The requirements applicable to construction work under this 
Appendix D are identical to those set forth in Appendix D to Sec. 
1910.1027 of this chapter.

     Appendix E to Sec. 1926.1127--Cadmium in Workplace Atmospheres

    Note: The requirements applicable to construction work under this 
Appendix E are identical to those set forth in Appendix E to Sec. 
1910.1027 of this chapter.

  Appendix F to Sec. 1926.1127--Nonmandatory Protocol for Biological 
                               Monitoring

    Note: The requirements applicable to construction work under this 
Appendix F are identical to those set forth in Appendix F to Sec. 
1910.1027 of this chapter.

[57 FR 42452, Sept. 14, 1992, as amended at 57 FR 49272, Oct. 30, 1992; 
58 FR 21787, Apr. 23, 1993. Redesignated and amended at 59 FR 215, Jan. 
3, 1994; 61 FR 5510, Feb. 13, 1996; 61 FR 31433, 31434, June 20, 1996; 
63 FR 1298, Jan. 8, 1998; 70 FR 1144, Jan. 5, 2005; 71 FR 16675, Apr. 3, 
2006; 71 FR 50192, Aug. 24, 2006; 73 FR 75589, Dec. 12, 2008]



Sec. 1926.1128  Benzene.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1028 of this 
chapter.

[61 FR 31434, June 20, 1996]



Sec. 1926.1129  Coke oven emissions.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1029 of this 
chapter.

[61 FR 31434, June 20, 1996]



Sec. 1926.1144  1,2-dibromo-3-chloropropane.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1044 of this 
chapter.

[61 FR 31434, June 20, 1996]



Sec. 1926.1145  Acrylonitrile.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1045 of this 
chapter.

[61 FR 31434, June 20, 1996]



Sec. 1926.1147  Ethylene oxide.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1047 of this 
chapter.

[61 FR 31434, June 20, 1996]



Sec. 1926.1148  Formaldehyde.

    Note: The requirements applicable to construction work under this 
section are identical to those set forth at Sec. 1910.1048 of this 
chapter.

[61 FR 31434, June 20, 1996]



Sec. 1926.1152  Methylene chloride.

    Note: The requirements applicable to construction employment under 
this section are identical to those set forth at 29 CFR 1910.1052.

[62 FR 1619, Jan. 10, 1997]



    Sec. Appendix A to Part 1926--Designations for General Industry 
       Standards Incorporated Into Body of Construction Standards

 New Designations for General Industry Standards Incorporated Into Body 
                        of Construction Standards

             1926 Designations for Applicable 1910 Standards
------------------------------------------------------------------------
                                              Source Sec.  no. and/or
        New Sec.  no. and/or para.                     para.
------------------------------------------------------------------------
1926.20 (c)...............................  1910.5 (a)
 [Do.] (d)................................   [Do.] (c)
 [Do.] (e)................................   [Do.] (d)
1926.32(g)................................  1910.12(b)
1926.33...................................  1910.20
1926.34 (a)...............................  1910.36(b)(4)
 [Do.] (b)................................  1910.37 (q)(1)
 [Do.] (c)................................   [Do.] (k)(2)
1926.35...................................  1910.38(a)
1926.50(g)................................  1910.151(c)

[[Page 626]]

 
1926.51(a)(6).............................  1910.141(a)(2)(v)
 [Do.] (d)(2).............................   [Do.] (h)
 [Do.] (f) (2)-(4)........................   [Do.] (d) (1)-(3)
 [Do.] (g)................................   [Do.] (g)(2)
 [Do.] (h)................................   [Do.] (a)(5)
 [Do.] (i)................................   [Do.] (e)
1926.53 (c)-(r)...........................  1910.96
1926.57 (f)-(i)...........................  1910.94
1926.64...................................  1910.119
1926.65...................................  1910.120
1926.66 (a)...............................  1910.107 (a)
 [Do.] (b)................................  [Do.] (b) (1)-(10)
 [Do.] (c)--(d)...........................   [Do.] (c)-(d)
 [Do.] (e)--(g)...........................   [Do.] (h)-(j)
1926.95...................................  1910.132
1926.96...................................  1910.136
1926.97 (a)--(e)..........................  1910.156(e)
 [Do.] (f)-(h)............................   [Do.] Subpt. L App. E
1926.98...................................  1910.156(f)
1926.102(a) (6)...........................  1910.133(a) (2)
 [Do.] (7)................................   [Do.] (4)
 [Do.] (8)................................   [Do.] (5)
1926.103 (d)..............................  1910.134 (a)
 [Do.] (e)................................   [Do.] (b)
 [Do.] (f)-(i)............................   [Do.] (d)-(g)
1926.150(c)(1) (xi).......................  1910.157 (g)(1)
 [Do.] (xii)..............................   [Do.] (g)(2)
 [Do.] (xiii).............................   [Do.] (c)(4)
 [Do.] (xiv)..............................   [Do.] (e)(3)
1926.152 (b)(5)...........................  1910.107(e)(2)
 [Do.] (h)................................  1910.106(j)
 [Do.] (i)................................   [Do.] (b)
 [Do.] (j)................................   [Do.] (c)
 [Do.] (k) (1)-(3)........................   [Do.] (g)(4)
 [Do.] (k)(4).............................   [Do.] (a)(22)
1926.153(a) (3)...........................  1910.110(a)(4)
 [Do.] (m) (1)............................   [Do.] (d)(1)
 [Do.] (2)................................   [Do.] (d)(2)
 [Do.] (3)................................   [Do.] (d)(7)(vii)
 [Do.] (4)................................   [Do.] (d)(7)(viii)
 [Do.] (n)................................   [Do.] (b)(5)(iii)
 [Do.] (o)................................   [Do.] (d)(10)
1926.156..................................  1910.160
1926.157..................................  1910.162
1926.158..................................  1910.164
1926.159..................................  1910.165
1926.200(c)(3)............................  1910.145(d)(4)
1926.250(c)...............................  1910.176(c)
 [Do.] (d) (1)-(4)........................  1910.30(a) (1), (2), (4) and
                                             (5)
1926.251(a)(5)............................  1910.184(a)
 [Do.] (a)(6).............................   [Do.] (d)
 [Do.] (b)(6)(i)-(ii).....................   [Do.] (e)(3)(i)-(ii)
 [Do.] (c)(6)-(7).........................   [Do.] (c) (2)-(3)
 [Do.] (c)(8).............................   [Do.] (c)(5)
 [Do.] (c)(9).............................   [Do.] (c)(7)
 [Do.] (c)(10)-(12).......................   [Do.] (c)(10)-(12)
 [Do.] (c)(13)-(15).......................   [Do.](f) (2)-(4)
 [Do.] (d)(3)-(6).........................   [Do.] (h) (2)-(5)
 [Do.] (e)(3)-(5).........................   [Do.] (i) (2)-(4)
 [Do.] (e)(6)-(7).........................   [Do.] (i) (6)-(7)
 [Do.] (e)(8).............................   [Do.] (i)(9)
1926.300(b) (3)...........................  1910.212(a)(1)
 [Do.] (4)................................   [Do.] (a)(3)
 [Do.] (5)................................   [Do.] (a)(5)
 [Do.] (6)................................   [Do.] (b)
 [Do.] (7)................................  1910.215(b)(9)
 [Do.] (8) and (9)........................   [Do.] (b) (3) and (4)
1926.302(b)(10)...........................  1910.244(b)
1926.303(b)(2)............................  1910.215(a) (2)
 [Do.] (e)................................   [Do.] (4)
1926.304 (g)..............................  1910.213(h)(1)
 [Do.] (h)................................   [Do.] (d)(1)
 [Do.] (i)................................   [Do.] (c)(1)
1926.305(d)(1)............................  1910.244(a)(2) (iii)-(viii)
1926.306..................................  1910.169
1926.307..................................  1910.219
1926.350(a) (10)..........................  1910.253(b) (4)(iii)
 [Do.] (11)...............................   [Do.] (2)(ii)
 [Do.] (12)...............................  1910.101(b)
1926.353(b)(3)............................  1910.252(b)(4)(iv)
1926.416 (a)(4)...........................  1910.333(c)(2)
 [Do.] (f) (1)............................   [Do.] (c)(10)
 [Do.] (2)................................  1910.334(a)(1)
 [Do.] (3)................................   [Do.] (a)(2)(iii)
 [Do.] (4)................................   [Do.] (a)(5)
 [Do.] (5)-(6)............................   [Do.] (b) (1)-(2)
 [Do.] (7)-(9)............................   [Do.] (c) (1)-(3)
 [Do.] (10)...............................   [Do.] (d)
1926.417(d)...............................  1910.333(b)(2)
1926.451(a) (22)..........................  1910.28(a) (15)
 [Do.] (23)...............................   [Do.] (18)
 [Do.] (24)...............................   [Do.] (20)
1926.453 (a)..............................  1910.29(a)
 [Do.] (b)................................   [Do.] (c)
1926.550 (a)(19)..........................  1910.184(c)(9)
1926.600(a)(7)............................  1910.176(f)
1926.602(c)(1) (vii)......................  1910.178(m) (3)
 [Do.] (viii).............................   [Do.] (12)
1926.900 (s)..............................  1910.109 (g)(2)(ii)
 [Do.] (t)................................   [Do.] (h)(3)(ii)
1926.905(u)...............................   [Do.] (e)(3)(iii)
1926.914(aa)..............................   [Do.] (a)(12)
1926.1050(b)..............................  1910.21(g)(9)
------------------------------------------------------------------------
1926.1071.................................  1910.401
1926.1072.................................  1910.402
1926.1076.................................  1910.410
1926.1080.................................  1910.420
1926.1081.................................  1910.421
1926.1082.................................  1910.422
1926.1083.................................  1910.423
1926.1084.................................  1910.424
1926.1085.................................  1910.425
1926.1086.................................  1910.426
1926.1087.................................  1910.427
1926.1090.................................  1910.430
1926.1091.................................  1910.440
1926.1092.................................  1910.441
------------------------------------------------------------------------
1926.1102.................................  1910.1002

[[Page 627]]

 
1926.1103.................................  1910.1003
1926.1104.................................  1910.1004
1926.1105.................................  1910.1005
1926.1106.................................  1910.1006
1926.1107.................................  1910.1007
1926.1108.................................  1910.1008
1926.1109.................................  1910.1009
1926.1110.................................  1910.1010
1926.1111.................................  1910.1011
1926.1112.................................  1910.1012
1926.1113.................................  1910.1013
1926.1114.................................  1910.1014
1926.1115.................................  1910.1015
1926.1116.................................  1910.1016
1926.1117.................................  1910.1017
1926.1118.................................  1910.1018
1926.1128.................................  1910.1028
1926.1129.................................  1910.1029
1926.1144.................................  1910.1044
1926.1145.................................  1910.1045
1926.1147.................................  1910.1047
1926.1148.................................  1910.1048
------------------------------------------------------------------------


[58 FR 35305, June 30, 1993, as amended at 61 FR 9255, Mar. 7, 1996]

[[Page 628]]



      Subject Index to Part 1926_Safety and Health Regulations for 
                              Construction



    Editorial Note: This listing is provided for informational purposes 
only. It is compiled and kept up-to-date by the Department of Labor. 
This index is updated as of July 1, 2006.


------------------------------------------------------------------------
              Subject term                     Part 1926 section no.
------------------------------------------------------------------------
Abrasive Wheels and Tools...............  .303
Accident Prevention Responsibilities....  .20(b)
2-Acetylaminofluorene...................  .1114
Acrylonitrile...........................  .1145
Administrative Adjudications............  .4
Aerial Lifts............................  .453, .952(b), .955(e) (10)-
                                           (12)
  Boom Platforms........................  .453(b)(2)
  Bursting Safety Factor................  .453(b)(4)
  Electrical Tests......................  .453(b)(3)
  Field Modifications...................  .453(a)(2)
  Ladder Trucks.........................  .453(b)(1)
  Tower Trucks..........................  .453(b)(1)
  Welding Standards.....................  .453(b)(5)
Air Quality, underground construction...  .800(h), (j)
Airborne Contaminant Mists..............  .55
Alarms:
  Fire..................................  .150(e)
  Audible...............................  .602(a)(9)
4-Aminodiphenyl.........................  .1111
Angle of Repose, Pile Driving...........  .603(c)(3)
Arc Welding and Cutting.................  .351
Arsenic, organic........................  .1118
Asbestos:
  Airborne Concentration................  .1101(c)
  Competent Person......................  .1101(o)
  Compliance............................  .1101(g)
  Exposure, Permissible.................  .1101(c)
  Hazard communication..................  .1101(k)
  Hygiene Facilities and Practices......  .1101(j)
  Medical Surveillance..................  .1101(m)
  Monitoring............................  .1101(f)
  Multi-employer worksites..............  .1101(d)
  Personal Protective Clothing..........  .1101(i)
  Recordkeeping.........................  .1101(n)
  Regulated Areas.......................  .1101(e)
  Respiratory protection................  .1101(h)
Audible Warning.........................  .601(b)(3)
Authorized Person (Definition)..........  .32(d)
Automatic Circuit Recloser (Definition).  .960(b)
Barges:
  Access................................  .605(b)
  First Aid and Lifesaving Equipment....  .605(d)
  Mobile Cranes.........................  .550(f)
  Pile Driving..........................  .603(b)
  Working Surfaces......................  .605(c)
Barricades..............................  .202
  Cranes................................  .550(a)(9)
  Definition............................  .203(a), .960(c)
  Motor Vehicle Equipment...............  .600(a)
Battery Rooms and Charging..............  .441
Belts, Safety...........................  .104
  Definition............................  .107(f)
  Materials Storage.....................  .250(b)(2)
  Pile Driving..........................  .603(a)(8)
  Steel Erection........................  .752(k)
Benzene.................................  .1128
Benzidene...............................  .1110
Blasting (see also Explosives)..........  .900-.914
  Agents, Storage.......................  .904
  Blaster Qualifications................  .901
  Electric..............................  .906
  Excavation Work.......................  .913
  Firing................................  .909
  Loading...............................  .905
  Misfires..............................  .911
  Underground construction..............  .800(p)
  Underwater............................  .912
Blocking, Blocks:
  Jacks.................................  .305(c)
  Motor Vehicles........................  .600(a)(3)
  Pile-Driving Equipment................  .603(a)
Boatswains Chair Scaffolds..............  .452(o)
Body Belts..............................  .453(b)(2)(iii), (v); .959
 (see Body Belts, Safety Straps and
 Lanyards)
  Cushion Parts.........................  .959(b)(2)(i)-(iv)
  Tool Loops............................  .959(b)(3)
Body Belts, Safety Straps and Lanyards..  .959
  Buckles...............................  .959(a)(2)
  Dee Rings.............................  .959(a)(3)
    Liners..............................  .959(b)(4)
  Hardware..............................  .959(a)(1)
  Snap Hooks............................  .959(a)(4)
    Keepers.............................  .959(b)(6)
  Stitching.............................  .959(b)(5)
  Testing...............................  .959(b)(1), (7)
Boilers.................................  .29(b)
  Pile-Driving Equipment................  .603(a)
Bolting, Bolts..........................  .752(b)
Brackets, Roofing.......................  .452(h)
Brakes:
  Earthmoving Equipment.................  .602(a)(4)
  Equipment.............................  .600, .602
  Motor Vehicles........................  .601
Bricklayers Square Scaffolds............  .452(e)
Buildings, Temporary....................  .151(b)
Bulkheads, Compressed Air...............  .803(m)
Cable Sheath (Definition)...............  .960(h)
Cables:
  Definition............................  .960(g)
  Flexible Electric Cables and Cords....  .405(a)(2)(ii) (F), (J), (I),
                                           and .405(b)(2)
  Portable Electric Cables..............  .405(h)
  Trenching Cables......................  .956(c)(4-7)
  Welding Cables and Connectors.........  .351(b)
Cadmium:
  Airborne Concentration................  .1127(c)
  Compliance............................  .1127(f)
  Emergency Situations..................  .1127(h)
  Exposure, Permissible.................  .1127(c)
  Hazard Communication..................  .1127(m)
  Housekeeping..........................  .1127(k)
  Hygiene Facilities and Practices......  .1127(j)
  Medical Surveillance..................  .1127(l)
  Monitoring............................  .1127(d)
  Personal Protective Equipment.........  .1127(i)
    Clothing............................  .1127(i)
  Recordkeeping.........................  .1127(n)
  Regulated Areas.......................  .1127(e)
  Respiratory protection................  .1127(g)
Caissons................................  .801
Carbon Tetrachloride....................  .150(c)(1) (viii)
Cargo Hooks.............................  .551(d)
Carpenters Bracket Scaffolds............  .452(g)

[[Page 629]]

 
Certifications:
  Boilers...............................  .29(b)
  Pressure Vessels......................  .29(a)
Chains, Alloy Steel.....................  .251(b)(1)
Chemical Hazard Information               .59
 Communication, Transmittal to Employees.
  Employee information and training.....  .59(h)
  Labels and other forms of warning.....  .59(f)
  Material safety data sheets (MSDS)....  .59(g)
  Trade secrets.........................  .59(i) and .59, App. D
  Written program.......................  .59(e)
Chemicals, highly hazardous; process      .64
 safety management.
  Chemicals, toxic and reactive,          .64, App. A
   threshold list.
  Compliance guidelines.................  .64, App. A
  Contractor, employer responsibilities.  .64(h)
  Emergency planning and response.......  .64(h)
  Hot work (welding) permits............  .64(n)
  Trade secrets.........................  .64(p)
  Training..............................  .64(g)
Chimneys, Removal.......................  .854
bis-Chloromethyl ether..................  .1106
Chutes:
  Demolition............................  .852
  Waste Disposal........................  .252
Circuit, Voltage of.....................  .960(rr)(ss)
Circuits, Electric, Lockout and Tagging.  .417
Clearing, Clearances:
  Cranes and Derricks...................  .550(a)(15) (iv), .950(c),
                                           .955(b)(8)
  Electric equipment, workspace around..  .403(i)(1) and (j)(3)
  Fire Prevention.......................  .151(c), (d)
  Materials Storage.....................  .250
  Site..................................  .604
  Temporary Heating Devices.............  .154
Climbing Equipment......................  .951(b)
  Body Belts............................  .951(b)(1)-(3)
  Lifelines.............................  .951(b)(4)(i)
  Lanyards..............................  .951(b)(2), (4)(i); .959
  Ropes.................................  .951(b)(5)
  Safety Lines..........................  .951(b)(4)(ii)
  Straps, Safety........................  .951(b)(1)-(3)
Clothing (see Personal Protective
 Equipment)
Coal tar pitch volatiles, interpretation  .1102
Cofferdams..............................  .802
Coke oven emissions.....................  .1129
Competent Person (Definition)...........  .32(f)
Compressed Air..........................  .803
  Excavations...........................  .913
  Pneumatic Power Tools.................  .302(b)(4)
Compression.............................  .803(e)
Compressor Plants.......................  .803(h)
Concrete construction...................  .700-.705
  Cast-in-place.........................  .703
    Forms, vertical slip................  .703(c)
    Formwork, General...................  .703(a)
    Formwork, Removal...................  .703(e)
    Reinforcing steel...................  .701(b), .703(d)
    Shoring and reshoring...............  .703(b)
    Test Requirements--Compressive        .703(e)(1)
     Strength.
  Equipment and Tools...................  .702
  Lift-Slab Operations..................  .705
  Lockout/Tagout........................  .702(j)
  Post-Tensioning.......................  .701(c)
  Precast...............................  .704
  Pumping Systems.......................  .702(e)
Conductors, Deenergized.................  .955(c)
Conductors, Wire........................  .954(c)
Confined Spaces:
  Heating devices, temporary............  .154(a)(2)
  Instruction of employees relating to..  .21(b)(6)
  Underground lines (manholes)..........  .956(a)(3)
  Welding and Cutting...................  .353(b), .352(g)
Containers:
  LP Gas................................  .153
  Welding and Cutting...................  .352(i), (j)
Contaminants (Definition)...............  .107(a)
  Airborne, TLV.........................  .55(a)
Contracts, Mixed Performance............  .14
Conveyors...............................  .555
Cranes..................................  .550, .952(c), .955(b)(6)(i)
  Electric equipment and wiring,          .406(a)
   installation of.
  Personnel platforms, suspended, by      .550(g)
   cranes and derricks.
Crawling Boards.........................  .452(m)
Cutoffs, Fire...........................  .150(f)
Cylinders, Welding and Cutting..........  .350
Decompression...........................  .803(f)
  Chambers..............................  .803(g)(2)
  Tables................................  .804
Deenergized Conductors, Stringing and     .955(c)
 Removing.
Deenergizing Lines and Equipment........  .950(d)
  Disconnecting.........................  .950(d)(2)
  Guards and Barriers...................  .950(d)(1)(v) and (d)(2)(i)
  Identification........................  .950(d)(1)(i)
  Inspections...........................  .950(b), (d)(1)(iii)
  Isolation.............................  .950(d)(1)(i)
  Notification by Designated Employee...  .950(d)(1)(ii)
  Protective Grounds....................  .950(d)(1)(iv)
  Switches and Disconnectors............  .950(d)(1)(ii)
  Tagging...............................  .950(d)(1)(ii)(b), (d)(1)(vi)
  Work Completion.......................  .950(d)(1)(vii), (d)(2)(ii)
Demolition..............................  .850
  Chutes................................  .852
  Entrances.............................  .850(k)
  Explosives............................  .860
  Flammable Gases.......................  .850(e)
  Floors................................  .850-.860
  Mechanical............................  .859
  Passageways...........................  .851
  Stairways.............................  .851
  Steel Construction....................  .858
Derrick Trucks..........................  .952(c)
Derricks................................  .550
  Personnel platforms, suspended, by      .550(g)
   cranes and derricks.
Designated Person (Definition)..........  .32(h)
Detonating Cords........................  .908
Disposal:
  Exhaust Materials.....................  .57(e)
  Waste Materials.......................  .252
Diving Operations.......................  .605(e)
Drilling, underground construction......  .800(q)
Dusts...................................  .55
Ear Protection..........................  .101
Education and Training..................  .21
Egress, means...........................  .34
  Exit marking..........................  .34(b)
  Maintenance...........................  .34(c)

[[Page 630]]

 
Electric Transmission and Distribution
 Lines (see Power Transmission and
 Distribution Lines)
Electrical, Electricity.................  .400-.449
  Battery Rooms and Charging............  .441
  Circuits, Lockout and Tagging.........  .417
  Compressed Air Chambers...............  .803(j)
  Cranes and Derricks...................  .550(a)(15)
  Equipment Installation and Maintenance  .402-.408, 431, and .432
  Grounding and Bonding.................  .404(f)
  Hazardous Locations...................  .407, .432
  Power Operated Tools..................  .302(a)
  Safety-related work practices.........  .416 and .417
  Underground construction..............  .800(s)
  Wiring design and methods.............  .404 and .405
Electrode Conductor, Grounding..........  .954(h)
  Definition............................  .960(bb)
Electrode Holders.......................  .351 (a), (d)
Electrostatic Apparatus, Fixed..........  .66(e)
  Spraying:
    Conformance.........................  .66(e)(1)
    Conveyors...........................  .66(e)(7)
    Fail-Safe Controls..................  .66(e)(9)
    Fire Protection.....................  .66(e)(12)
    Grounding...........................  .66(e)(5)
    Guarding............................  .66(e)(10)
    Insulators..........................  .66(e)(5)
    Location............................  .66(e)(3)
    Safe Distances......................  .66(e)(6)
    Supports............................  .66(e)(4)
    Ventilation.........................  .66(e)(11)
Electrostatic Hand Spraying Equipment...  .66(f)
  Application...........................  .66(f)(1)
  Approval..............................  .66(f)(3)
  Conformance...........................  .66(f)(2)
  Electrical Support Equipment..........  .66(f)(4)
  Grounding.............................  .66(f)(5)-(7)
  Interlocks............................  .66(f)(8)
  Powder Coatings.......................  .66(f)(6)
  Specifications........................  .66(f)(3), (4)
  Spray Gun Grounding...................  .66(f)(5)
  Ventilation...........................  .66(f)(9)
Elevators, escalators, etc., electrical   .406(b)
 connection.
Emergency Action Plan...................  .35(a)
  Hazardous waste operations and          .65(f)(1)(ii)
   emergency response, exemption.
  Highly hazardous chemicals, process     .64(n)
   safety management.
Emergency Provisions:
  Excavation rescue equipment...........  .651(g)(2)
  Underground construction..............  .800(g)
Employee (Definition)...................  .32(i)
Employee Alarm Systems..................  .159
  Installation and Restoration..........  .159(c)
  Maintenance and Testing...............  .159(d)
  Manual Operation......................  .159(e)
Employer (Definition)...................  .32(j)
Enclosed Spaces:
  Cranes and Derricks...................  .550(a)(11)
  Welding and Cutting...................  .352(g)
Energized Substations...................  .957
  Barricades and Barriers...............  .957(c)
  Control Panels........................  .957(d)
  Deenergized Equipment and Lines.......  .957(b)
  Fences................................  .957(g)
  Lowboys...............................  .957(e)(3)
  Mechanical Equipment..................  .957(e)
  Storage...............................  .957(f)
  Warning Signs.........................  .957(c)(2)
  Work Authorizations...................  .957(a)(1)
Enforcement, Administrative,              .4
 Adjudications for.
Entrances (Demolition)..................  .850(k)
Entry, Right of.........................  .3
Environmental Controls..................  .50-.57
Equipment:
  Earthmoving...........................  .602
  Electrical............................  .402-.408, .431, and .432
  Firefighting..........................  .150
  Lifesaving............................  .100-.106
  Marine................................  .605
  Mechanized............................  .600
  Pile Driving..........................  .603
  Rigging...............................  .251
  Underground construction..............  .800(i), (k)(10)
Ethylene oxide..........................  .1147
Ethyleneimine...........................  .1112
  Area requirements.....................  .1112(c)
    Closed system operation.............  .1112(c)(2)
    Isolated systems....................  .1112(c)(1)
    Maintenance and decontamination       .1112(c)(5)
     activities.
    Open-vessel system operations.......  .1112(c)(3)
    Transfer from a closed operation....  .1112(c)(4)
  Medical surveillance..................  .1112(g)
    Examinations........................  .1112(g)(1)
    Records.............................  .1112(g)(2)
  Regulated area requirements...........  .1112(d)
    Contamination control...............  .1112(d)(4)
    Emergencies.........................  .1112(d)(2)
    Hygiene facilities and practices....  .1112(d)(3)
  Reports...............................  .1112(f)
    Incidents...........................  .1112(f)(2)
    Operations..........................  .1112(f)(1)
  Signs, information, and training......  .1112(e)
    Container contents identification...  .1112(e)(2)
    Lettering...........................  .1112(e)(3)
    Prohibited statements...............  .1112(e)(4)
    Signs...............................  .1112(e)(1)
    Training and indoctrination.........  .1112(e)(5)
Excavations.............................  Subpt. P (.650-.652)
  Access and egress.....................  .651(c)
  Adjacent structure stability..........  .651(i)
  Emergency rescue equipment............  .651(g)(2)
  Equipment.............................  .602(b), .955(b)(3)(i),
                                           .956(c), .957(h)
  Fall protection.......................  .651(l)
  Hazardous atmospheres.................  .651(g)
  Inspections...........................  .651(k)
  Pier holes, bell-bottomed.............  .651(g)(2)(ii)
  Protective systems....................  .652, Subpt. P App. F
  Respiratory protection................  .651(g)(1)(iii)
  Shield systems........................  .652(g), Subpt. P App. B
  Shoring...............................  .652(c)
    Timber..............................  Subpt. P App. C
    Aluminum hydraulic..................  Subpt. P App. D
  Sloping and benching..................  .652(b), Subpt. P App. B
  Soil classification...................  Subpt. P App. A
  Surface encumbrances..................  .651(a)
  Trench excavation.....................  Subpt. P (.650-.652)
Exhausts................................  .57
  Cranes and Derricks...................  .550(a)
Explosives (see also Blasting)..........  .900
  Loading...............................  .905

[[Page 631]]

 
  Storage...............................  .904
  Surface Transportation................  .902
  Underground Transportation............  .903
Eye Protection..........................  .102
Face Protection.........................  .102
Fall protection:                          .500-.503
  Falling-object protection.............  .501(c)
  Guardrail systems.....................  .502(b), App. B
  Leading edges.........................  .501(b)(2)
  Personal fall-arrest systems..........  .502(d), App. C
  Positioning device systems............  .502(e), App. D
  Retraining............................  .503(b)
  Roof-width determination guidelines...  .App. A
  Safety net systems....................  .502(c)
  Scaffolds.............................  451(g)
  Steel erection........................  .759
  Training certification................  .503(b)
  Training program......................  .503(a)
Fenders, Earthmoving Equipment..........  .602(a)(5)
Fire Alarm Devices......................  .150(e)
Fire Extinguishers......................  .150
  Cranes and Derricks...................  .550(a)(14)
  Motor Vehicles........................  .600(b)(14)
  Table F-1 (Fire Extinguishers)........  .150
  Underground construction..............  .800(m)(8) and (11)
  Welding and Cutting...................  .351
Firefighting Equipment..................  .150 (c), (d)
Fire Prevention.........................  .24, .150-.155
  Compressed Air........................  .803(1)
  Oil and Grease Hazards................  .350(i)
  Preservative Coatings.................  .354
  Underground construction..............  .800(m)
  Welding and Cutting...................  .352-.354
Fire Protection:
  Cutoffs...............................  .150(f)
  Prevention Program....................  .24
  Water Supply and Equipment............  .150-.155
Fires...................................  .551(s)
First Aid...............................  .23, .50, .950(e)
  Marine Operations.....................  .605(d)
  Tunnels and Shafts....................  .803(b)(7) and (8)
Flagmen.................................  .201(a)
Flammable Gases Demolition..............  .850(e)
Flammable and Combustible Liquids.......  .152
  Process safety management of highly     .64
   hazardous chemicals.
Flashpoint (Definition).................  .155(i)
Float Scaffolds.........................  .452(s)
Floors, Flooring:
  Demolition............................  .850-.860
  Openings..............................  .500
  Steel Erection........................  .750
Food Handling...........................  .51(d)
Footing Excavations.....................  .955(b)(3)(i), .957(h)
Form, Forms, Formwork:
  Concrete..............................  .700-.702
  Scaffolds.............................  .452(g)
Formaldehyde............................  .1148
  Exposure, cross-reference.............  .55(d)
Fuel, Fueling and Refueling:
  Cranes and Derricks...................  .550(a)(14)
  Diesel, underground construction......  .800(m)(3), (4), (6)
  Flammable and Combustible Liquids.....  .152
  Fuel Gases............................  .350(d), (e)
  Fuel Powered Tools....................  .302(c)
  LP Gas Dispensing.....................  .153(e)
  Oxygen Manifolds......................  .350(e)
Fumes: (see Ventilation)................  .55
Fuses, Safety...........................  .907
Gases...................................  .55
  Fuel Gases............................  .350(d)
  Excavations; hazardous atmospheres....  .651(g)
  Gassy underground construction          .800(h)
   operations.
  Liquefied Petroleum (LP) Gas..........  .153
Gloves..................................  .951(a)(1)(iii)
Goggles.................................  .102(a)(3)
  Lasers................................  .102(b)(2)
  Table E-1 (Eye and Face Protector       .102
   Selection Guide).
  Welding...............................  .102(b)(1)
Grades, Roadway.........................  .602(a)(3)
Grinding Machines.......................  .303
Ground Support:
  Excavations...........................  .651(a), (h)-(j), .652
  Underground construction..............  .800(o)
Grounding, Electrical:
  Grounding and Bonding.................  .404(f)
  Jumper Cables.........................  .550(a)(15)
  Power Transmission and Distribution...  .954
  Return and Machine Grounding..........  .351(c)
Guarding (see Fall Protection and
 Guarding)
Guardrails..............................  .500
  Cranes and Derricks...................  .550(a)(13)
  Scaffolds.............................  .451
  Stairways.............................  .500(e)
  Steel Erection........................  .752
Handlamps...............................  .405(j)(1)(iii)
Handrails, Stairways....................  .501
Handtools...............................  .300-.305
Hats....................................  .951(a)(2)
Hauling, Haulage:
  Equipment.............................  .602(c)
  Underground construction..............  .800(r)
Hazard communication (see Chemical        .59
 Hazard Information Communication).
Hazardous:
  Atmospheres, excavations..............  .651(g)
  Chemicals, highly process safety        .64
   management (See Chemicals, etc.).
  Locations, Electricity................  .407, .432
  Materials receipt or materials          .61
   transport vehicles, retention of DOT
   markings.
  Substances (Definition)...............  .32(k)
Hazardous Waste Operations:
  Contractors and Subcontractors........  .65(b)(1)(iv)
  Decontamination.......................  .65(k), (p)(4)
  Drums and Containers..................  .65(j)
  Emergency Response....................  .65(e)(7), (l), (p)(8), (q)
  Engineering Controls and Personal       .65(g)
   Protective Equipment.
  Illumination..........................  .65(m)
  Information Program...................  .65(b)(1)
  Laboratory Waste Packs................  .65(j)(6)
  Material Handling.....................  .65(j)
  Medical Surveillance..................  .65(f), (p)(3), (q)(9)
  Monitoring............................  .65(c)(6), (h)
  Post-emergency Response...............  .65(l)(5)
  Radioactive Wastes....................  .65(j)(4)
  Recordkeeping.........................  .65(f)(7)
  RCRA Facilities.......................  .65(p)
  Safety and Health Program.............  .65(b)
  Sanitation............................  .65(n)
  Shock-sensitive Wastes................  .65(j)(5)
  Site Characterization and Analysis....  .65(c)
  Site Control..........................  .65(d)
  Site Safety and Health Plan...........  .65(b)(4)
  Tank and Vault Procedures.............  .65(j)(9)

[[Page 632]]

 
  Totally-encapsulating Chemical          .65(g)(4)
   Protective Suits.
  Training..............................  .65(e), (p)(8)(iii), (q)(6)
  Uncontrolled sites, emergency           .65(l)
   responses.
Head Protection.........................  .100
Hearing Protection......................  .101
Heaters, Heating, Temporary Devices.....  .154
Helicopters.............................  .551, .958
  Approach Distance.....................  .551(o)
  Approaching...........................  .551(p)
  Briefings.............................  .551(b)
  Cargo Hooks...........................  .551(d)
  Clothing..............................  .551(e)
  Communications........................  .551(r)
  Electric power transmission and         .958
   distribution, use in.
  Fires.................................  .551(s)
  Ground Lines..........................  .551(l)
  Ground Personnel......................  .551(g)
  Hand Signals..........................  .551(n)
  Hooking and Unhooking Loads...........  .551(i)
  Housekeeping..........................  .551(g)
  Loose Gear............................  .551(f)
  Operator Responsibility...............  .551(h)
  Personal Protective Equipment.........  .551(e)
  Regulations...........................  .551(a)
  Signal Systems........................  .551(n)
    Hand Signals........................  Fig. N-1
  Slings................................  .551(c)
  Static Charges........................  .551(j)
  Visibility............................  .551(m)
  Weight Limitations....................  .551(k)
High Voltage Lines......................  .550(a)(15)
Hoists, Hoisting:
  Base-Mounted Drum.....................  .553
  Electric Equipment and Wiring,          .406(a)
   Installation of.
  Materials.............................  .552(b)
  Overhead..............................  .554
  Personnel (and Elevators).............  .552(c)
  Underground construction..............  .800(g)(1), (t)
Horse Scaffolds.........................  .452(f)
Hoses and Connections:
  Air Line Steel Erection...............  .752(a)(3)
  Fire..................................  .150(c)(2)
  Manifold..............................  .350(f)
  Nozzles...............................  .151(a)(5)
  Pile Driving..........................  .603(a)(9)
  Pneumatic Power Tools.................  .302(b)
Hotline Tools (Definition)..............  .960(ee)
Housekeeping............................  .25
Hydraulic:
  Jacks.................................  .305
  Power Tools...........................  .302(d)
Incorporation by Reference..............  .31
Identification Badges...................  .803(b)(11)
Ignition Hazards........................  .151(a)
Illumination............................  .26
  Demolition............................  .851(c)
  Table D-3 (Minimum Illumination         .56
   Intensities).
  Temporary Lighting....................  .405(a)(2)(ii) (E), (F), (G),
                                           and (J)
  Underground construction..............  .800(l)
Industrial Trucks.......................  .602(c)
Inert-Gas Metal-Arc Welding.............  .353(d)
Inspections.............................  .955(a)(2), (b)(6)(v)
  After Blasting........................  .910
  Cranes and Derricks...................  .550(a)(6)
  Excavations...........................  .651(k)
  Hoists and Elevators..................  .552(c)(15)
  Right of Entry........................  .3
  Scaffolds.............................  .451
Insulated (Definition)..................  .960(ff)
Insulation (Cable) (Definition).........  .960(gg)
Insulation Shielding (Definition).......  .960(hh)
Interior Hung Scaffolds.................  .452(t)
Ionizing Radiation......................  .53
Isolated (Definition)...................  .960(ii)
Jacks...................................  .305
  Lever and Ratchet Jacks...............  .305
  Lift-slab concrete construction         .705
   operations.
Jacob's Ladders; marine operations......  .605(b) (3), (4)
Ladders (see also Stairways)............  .1050, .1051, 1053, and .1060
  Chicken ladders or crawling boards....  .452(m)
  Cranes and derricks, access...........  .550(a)(13)
  Defects and repairs...................  .1053(b) (16)-(18)
  Demolition, use during................  .851 (a), (b)
  Electric equipment, energized,          .1053(b)(12)
   exposure to.
  Electric power transmission and         .951(v)
   distribution lines, use near.
  Inspection............................  .1053(b)(15)
  Jacob's ladders, use in marine          .605(b) (3), (4)
   operations.
  Ladder jack scaffolds.................  .452(k)
  Ladder trucks, manually propelled       .453(b)
   mobile.
  Load capabilities.....................  .1053(a)(1), (b)(3)
  Pile driving access pits..............  .603(c)(6)
  Safety devices........................  .1051(b), .1053(a) (18), (19),
                                           (22), (23)
  Scaffolds, use on or with.............  .1051(a)
  Training requirements.................  .1060
  Trestle ladder scaffolds..............  .452(n)
Lanyards................................  .104, .959
(see Body Belts, Safety Straps and
 Lanyards)
  Pile Driving..........................  .603(a)(8)
Lasers:
  Eye Protection........................  .102(b)(2)
  Nonionizing Radiation.................  .54
Lead Exposure in Construction:
  Permissible exposure limit............  .62(c)
  Exposure assessment...................  .62(d)
  Methods of compliance.................  .62(e)
  Respiratory protection................  .62(f)
  Protective work clothing and equipment  .62(g)
  Housekeeping..........................  .62(h)
  Hygiene facilities and practices......  .62(i)
  Medical surveillance..................  .62(j)
  Medical removal protection............  .62(k)
  Employee information and training.....  .62(l)
  Signs.................................  .62(m)
Lenses..................................  .102(a)(3)
  Lasers................................  .102(b)(2)
  Welding...............................  .102(b)(1)
Lever and Ratchet Jacks.................  .305
Lifelines...............................  .104
  Materials Storage.....................  .250(b)(2)
  Scaffolding...........................  .451 (i), (h), (p),(u), (w)
Lifesaving Equipment....................  .100-.106
  Marine Operations.....................  .605(d)
Lift Slab Construction..................  .705
Lifting Equipment.......................  .602(c)
Lighting: (see Illumination)............  .26, 56
  Portable Equipment....................  .151(a)(4)
  Temporary.............................  .405(a)(2)(ii)

[[Page 633]]

 
Linemen's Equipment (see Body Belts,
 Safety Straps and Lanyards)
Lines, Underground (see Underground
 Lines)
Liquefied Petroleum Gas (LP Gas)........  .153
Liquids, Flammable and Combustible......  .152
Loads:
  Cranes and Derricks...................  .550(a)(2)
  Electric circuit ratings..............  416(f)
  Helicopter cranes hooking and           .551(i)
   unhooking.
  Hoists and Elevators..................  .552(a)(2)
  Scaffolds, ratings....................  .451
  Storage...............................  .250(a)(2)
  Table H-19 (Safe Working Loads for      .252
   Shackles).
  Table H-20 (Number and Spacing of U-    .252
   Bolt Wire Rope Clips).
Locks:
  Man and Emergency.....................  .803(g)
  Medical...............................  .803(b)(9)
Manholes................................  .956(b)
  Definition............................  .960(jj)
  Excavating............................  .956(c)
  Guarding..............................  .956(b)(1)
  Open Flames...........................  .956(b) (2), (3)
  Trenching Cables......................  .956(c), .956(c) (4)-(7)
Manifolds, Oxygen.......................  .350(e)
Marine Operations.......................  .605
  Working Over or Near Water............  .106
Masonry:
  Construction..........................  .700, .706
    Bracing requirements and Limited      .706
     Access Zone.
  Masons Scaffolds......................  .452
  Removal...............................  .854
Materials Handling......................  .953
  Equipment.............................  .602
  Framing...............................  .953(f)
  Load Attaching........................  .953(g)
  Hazardous materials, retention of DOT   .61
   markings.
  Hoist Ropes...........................  .953(g)
  Oil Filled Equipment..................  .953(e)
  Pole Hauling..........................  .953(b)
  Rigging Equipment, safe working loads   .251
   for.
  Storage...............................  .953(c)
  Tag Lines.............................  .953(d)
  Unloading.............................  .953(a)
Materials Storage.......................  .250, .953(c), .957(f)
  Hazardous materials, retention of DOT   .61
   markings.
  Marine Operations.....................  .605(a)
  Safety Belts..........................  .250(b)(2)
Mechanical Equipment....................  .952
  Aerial Lifts..........................  .952(b)
  Cranes................................  .952(c)
  Derrick Trucks........................  .952(c)
  Energized Substations.................  .957(e)
  Inspections...........................  .952(a)
Medical: (see First Aid)
  Attention.............................  .23
  Examinations..........................  .803(b)
  Lock..................................  .803(b)(9)
  Services..............................  .50
Metal Tower Construction................  .955(b)
  Cranes................................  .955(b)(6)(i)
  Footings..............................  .955(b)(1)-(3)
    Auger-type..........................  .955(b)(2)
    Excavations.........................  .955(b)(3)(i)
    Pad-type............................  .955(b)(1)
    Pile-type...........................  .955(b)(1)
  Guy Lines.............................  .955(b)(4)(ii)
  Supports..............................  .955(b)(4)(iii)
  Methylene chloride....................  .1152
Methyl chloromethyl ether...............  .1106
Midrails:
  Scaffolding...........................  .451
  Specifications........................  .500(f)
Mobile Scaffolds, Manually Propelled....  .453
Motor Vehicles..........................  .600, .601
  Mud Flaps.............................  .601(b)(13)(ii)
alpha-Naphthylamine.....................  .1104
beta-Naphthylamine......................  .1106
Needle Beam Scaffolds...................  .452(u)
Nets, Safety............................  .105
  Steel Erection........................  .750(b)(1)(ii)
4-Nitrobiphenyl.........................  .1103
N-Nitrosodimethylamine..................  .1116
Noise Exposure..........................  .52
Nonionizing Radiation...................  .54
Nuclear Regulatory Commission...........  .53
Occupational health and environmental     .50-.57
 controls.
Oil Filled Equipment....................  .953(e)
Openings:
  Demolition............................  .850(i), (j)
  Floors and Walls......................  .500
Optical Density (Definition)............  .107(d)
  Table E-3 (Selecting Laser Safety       .102(b)(2)
   Glass).
Outrigger Scaffolds.....................  .452(i)
Overcurrent Protection..................  .404(e)
Overhead Power Transmission and           .955
 Distribution Lines.
  Clearances............................  .955(b)(8)
  Climbing Elevated Structures..........  .955(a)(2), (3)
  Conductor Grips.......................  .955(c)(8)
  Deenergized Conductors................  .955(c)
  Erection Cranes.......................  .955(b)(6)(i)
  Inspections...........................  .955(a)(2), (b)(6)(v)
  Lifting Equipment.....................  .955(a)(6)(ii)
  Loadlines.............................  .955(b)(6)(iii)
  Pole Holes............................  .955(a)(7)
  Reel Handling Equipment...............  .955(c)(12)
  Splicing..............................  .965(c)(7)(iii), (d)(7)
  Stringing.............................  .955(c), (d)
  Tag Lines.............................  .955(a)(8), .955(b)(6)(ii)
  Tower Assembly........................  .955(b)(4)-(6)
  Traffic Control.......................  .955(b)(7)
  Transmission Clipping.................  .955(c)(10), (11)(ii); (d)(9)
  Wind, Bad Weather.....................  .955(b)(6)(iv), (c)(11)(i)
Overhead Protection.....................  .451(h), .1003
Oxygen Manifolds........................  .350(e)
Passageways (see also Runways)..........  .500(d)
  Cranes and Derricks...................  .550(a)(13)(iii)
  Demolition............................  .851(a)
  Electrical Equipment..................  .416(b)
Personal Climbing Equipment (see
 Climbing Equipment).
Personal Protective Equipment: (see also  .28, .95-.106, .551(e),
 Respiratory Protection).                  .951(a)
  Cutting, Welding, Heating.............  .353(c)(4)
  Foot protection.......................  .96
  Gloves................................  .951(a)(1)(iii)
  Hats..................................  .951(a)(2)
  Non-rubber............................  .951(a)(1)(iv)
  Rubber................................  .951(a)(1)(i)-(iii)
Pier Holes, bell-bottomed...............  .651(g)(2)(ii)
Pile Driving............................  .603
Pipelines, Piping.......................  .351(c)(2), (3), (4)

[[Page 634]]

 
Planks, Planking:
  Hoists and Elevators..................  .552(b)(3)
  Scaffolding...........................  .451
  Steel Erection........................  .752
Plasterers and Decorators Scaffolds.....  .452(d)
Platforms:
  Beam-Type.............................  .451(i)
  Catch.................................  .451(u)(3)
  Cranes and Derricks...................  .550(a)(13)
  Elevating and Rotating Work...........  .451(f)
  Guarding..............................  .500(d)
  Ladder-Type (2-pt. Suspension)........  .451(i)
  Light Metal-Type......................  .451(i)
  Pile Driving..........................  .603(a)(8)
Pneumatic Power Tools...................  .302(b)
  Steel Erection........................  .752(a)(2)
Pole Hauling............................  .953(b)
Powder-Actuated Tools...................  .302(e)
Power-Operated Handtools................  .302
Power Transmission and Distribution       .950-.960
 Lines.
  Clearances............................  .950(c)
  Deenergizing Lines and Equipment......  .950(d)
  Emergency Procedures..................  .950(e)
  Employee Insulation...................  .950(c)(1)(i), (iii)
  Energized Parts.......................  .950(c)(1)(i), (ii)
  Existing Lines and Equipment..........  .950(a)(2)
  First Aid.............................  .950(e)
  Hot Stick Distances...................  .950(c)(2)(i), Table V-1
  Hydraulic Fluids......................  .950(i)
  Live-line bare-hand work..............  .955(e)
 Minimum Distances (see Hot Stick and
 Working Distances).
  Night Work............................  .950(f)
  Overhead lines........................  .955
  Sanitation............................  .950(h)
  Substation fences.....................  .957(g)
  Water.................................  .950(e)
  Working Distances.....................  .950(c)(2)
Powered industrial trucks, operator       .602(d)
 training.
Powerlines, Cranes and Derricks.........  .550(a)(15)
Pressure Vessels........................  .29(a)
  Pile-Driving Equipment................  .603(a)
beta-Propiolactone......................  .1113
Protective Equipment (see Personal
 Protective Equipment)
Radiation:
  Inert-Gas Metal-Arc Welding...........  .353(d)
  Ionizing..............................  .53
  Nonionizing...........................  .54
  X-ray equipment, electrical connection  .406(d)
Radiant Energy Protection:
  Lasers................................  .102(b)(2)
  Welding...............................  .102(b)(1)
Rated Capacity for material handling
 rigging equipment:
  Chain Slings..........................  .251(b)
  Synthetic Webbing.....................  .251(e)
  Table H-1 (Chain Slings, Steel).......  .251
  Table H-2 (Maximum Allowable Wear at    .251
   Any Point of Link).
  Table H-3 (Single Leg slings).........  .251
  Table H-4 (Single Leg Slings).........  .251
  Table H-5 (Single Leg Slings).........  .251
  Table H-6 (Single Leg Slings).........  .251
  Table H-7 (2-Leg and 3-Leg Bridal       .251
   slings).
  Table H-8 (2-Leg and 3-Leg Bridal       .251
   Slings).
  Table H-9 (2-Leg and 3-Leg Bridal       .251
   Slings).
  Table H-10 (2-Leg and 3-Leg Bridal      .251
   Slings).
  Table H-11 (Strand Laid Grommet)......  .251
  Table H-12 (Cable Laid Grommet).......  .251
  Table H-13 (Strand Laid Endless         .251
   Slings--Mechanical Joint Improved
   Plow Steel Grade Rope).
  Table H-14 (Cable Laid Endless Slings-- .251
   Mechanical Joint).
  Table H-15 (Manila Rope Slings).......  .251
  Table H-16 (Nylon Rope Slings)........  .251
  Table H-17 (Polyester Rope Slings)....  .251
  Table H-18 (Polypropylene Rope Slings)  .251
Records, employee exposure and medical,   .33
 access to.
  Preservation..........................  .33(d)
  Trade secrets.........................  .33(f)
  Transfer of records...................  .33(h)
Regulators, use of in gas welding and     .350(d),(h)
 cutting.
Rescue teams, underground construction..  .800(g)(5)
Respiratory Protection..................  .103
  Excavations...........................  .651(g)(1)(iii)
  Respirators...........................  .103 (b), (c)
  Underground construction..............  .800(g)(2)
  Welding and Cutting...................  .353(c)(3)
Rigging:
  Cranes and Derricks...................  .550
  Hoists and Elevators..................  .550
  Materials Handling....................  .251
Ring Buoys..............................  .106(c)
Riveting................................  .752
Rollover Protective Structures (see
 ROPS)
Roof, Roofing, Brackets.................  .452(h)
Roofing work, built-up..................  .500(g)
Roofs, low-pitched; guarding built-up     .500(g)
 roofing work.
Ropes:
  Cranes and Derricks...................  .550
  Definition............................  .960(ee)
  Natural and Synthetic.................  251(d)
Ropes, Wire:
  Cranes and Derricks...................  .550
  Hoists and Elevators..................  .552
  Rigging Equipment.....................  .251(c)
  Suspension............................  .552(c)
ROPS (Rollover Protection Structures):..  .1000-.1003
  Coverage..............................  .1000(a), (f)
  Crawler Tractors......................  .1001
  Dozers................................  .1001
  Graders...............................  .1001
  Labeling..............................  .1000(c)
  Loaders...............................  .1001
  Performance Requirements..............  .1001(f),.1002(c)
  Protective Frames.....................  .1002
  Remounting............................  .1000(d)
  Scrapers..............................  .1001
  Test Procedures.......................  .1001(e), .1002(d)-(h)
  Test Setups...........................  .1001(e)(iii)
  Vehicle Weight (Definition)...........  .1001(g), .1002(e)
Runways (see also Passageways):
  Excavations...........................  .651(c), (l)
  Guarding..............................  .500(d)
Safety Belts (see Belts, Safety and Seat
 Belts)
Safety Devices:.........................

[[Page 635]]

 
  Base-Mounted Drum Hoists..............  .553(a)(3)
  Can, Safety (Definition)..............  .155(1)
  Conveyors.............................  .555(a)(3)
  Hoists and Elevators..................  .552(b)(6) and (c)(9)
  Liquified Petroleum Gas...............  .153(d)
  Pneumatic Power Tools.................  .302(b)(8)
  Tire Racks............................  .600(a)(2)
Safety Factor:
  Definition............................  .32(m)
  Suspension Wire Ropes.................  .552(c)(14)(iii)
Safety Fuses............................  .907
Safety Nets: (see Nets, Safety):
Safety Straps...........................  .959
 (see Body Belts, Safety Straps and
 Lanyards, Belts, Safety and Belts)
  Fabrics...............................  .959(1)(i)(ii)
Safe Working Loads......................  .252
  Table H-19 (Safe Working Loads for      .252
   Shackles).
  Table H-20 (Number and Spacing of U-    .252
   Bolt Wire Rope Clips).
Salamanders, Solid Fuel.................  .154(d)
Sanitation..............................  .27, .51, .950(h)
  Compressed Air........................  .803(k)
  Food Handling.........................  .51(d)
  Temporary Sleeping Quarters...........  .51(e)
  Toilets...............................  .51(c)
  Water.................................  .51(a), (b)
Scaffolds...............................  .450-.454
  Access................................  .451(e)
  Aerial lifts..........................  .453
  Boatswains Chair......................  .452(o)
  Bricklayers Square....................  .452(e)
  Carpenters Bracket....................  .452(g)
  Catenary..............................  .452(r)
  Crawling Boards or Chicken Ladders....  .452(m)
  Elevating and Rotating Work Platforms.  .453
  Fabricated Frame......................  .452(c)
  Fall protection.......................  .451(g)
  Falling object protection.............  .451(h)
  Float (Ship)..........................  .452(s)
  Form..................................  .452(g)
  Horse.................................  .452(f)
  Interior Hung.........................  .452(t)
  Ladder Jack...........................  .452(k)
  Ladder trucks.........................  .453(b)(1)
  Manually Propelled Mobile.............  .453
  Masons................................  .452
  Needle Beam...........................  .452(u)
  Outrigger.............................  .452(i)
  Plasterer, Decorators, and Large Area.  .452(d)
  Pole..................................  .452(a)
  Pump Jack.............................  .452(j)
  Repair Bracket........................  .452(x)
  Roofing Bracket.......................  .452(h)
  Single-point Adjustable Suspension....  .452(o)
  Step, Platform........................  .452(n)
  Stilts................................  .452(y)
  Stonesetters..........................  .452(q)
  Suspension, criteria..................  .451(d)
  Supported, criteria...................  .451(e)
  Swinging Stage, 2-Point Suspension....  .452
  Training..............................  .454
  Trestle ladder........................  .452(n)
  Tube and Coupler......................  .452(b)
  Tubular Welded Frame (fabricated        .452(c)
   frame).
  Window Jack...........................  .452(l)
Screens, Screening......................  .351(e), .353(d)
  Compressed Air........................  .803(m)
Screw Jacks.............................  .305
Seat Belts:
  Earthmoving Equipment.................  .602(a)(2)
  Motor Vehicles........................  .601(b)(9)
Shackles and Hooks......................  .251(f)
Shafts (see Underground Construction)...  .800(o)(4)
Shielding...............................  .351(e)
  Battery Rooms and Charging............  .441(a)(5)
Shipbuilding and Ship Repairing.........  .30
Ship Scaffolds..........................  .452(s)
Shoring:
  Excavations...........................  .652(c)
  Concrete and Concrete Forms...........  .703(b)
Signaling, Signals......................  .201
  Cranes and Derricks...................  .550(a)(4)
  Cranes and Hoists.....................  .201(b)
  Flagmen...............................  .201(a)
  Telephones............................  .803(c)
Signs, Accident Prevention..............  .200
  Conveyors.............................  .555(a)(7)
  Explosives............................  .903(m), .902(h)
  Records...............................  .803(d)
Site Clearing...........................  .604
  Excavations...........................  .651(a), (j)
  Fire Prevention.......................  .151(c)
Skiffs, Lifesaving......................  .106(d)
Sleeping Quarters, Temporary............  .51(e)
Slings..................................  .551(c)
Smoking.................................  .151(a)(3)
Soil classification for Excavations.....  .652(b), (c), and Subpt. P
                                           App. A
Spectacles..............................  .102
Splicing................................  .955(c)(7)(iii), (d)(7)
Stairways (see also ladders)............  .1050-.1052, .1060
  Demolition, use during................  .851
  Spiral stairways......................  .1051(a)(1), .1052(b)(2)
  Stairrails and handrails..............  .1052(c)
  Temporary service.....................  .1052(b)
  Training requirements.................  .1060
Standpipes..............................  .150(d)(2)
Steel:
  Reinforcing for concrete (rebar)......  .701(b), .703(d)
  Removal of............................  .858
Steel erection:
  Connectors:
    Fall protection.....................  App. A
    Shear connectors....................  .754(c)(1)
    Workers.............................  .760(a)(3) and (b), .761(c)(2)
  Controlled decking zone...............  .706(c), .761(c)(3)
  Controlling contractor:
    Anchor rods (bolts).................  .755(b)(2)
    Duties; scope.......................  .750(c)
    Fall protection, custody of.........  .760(c)
    Falling object protection...........  .759(b)
    Notification, erection sequence.....  .752(a), (c), App. A
  Definitions...........................  .751
  Erection plan.........................  .752(e), .753(c)(5)(ii),
                                           .757(a)(4) and (c)(4)(i),
                                           App. A
  Fall protection.......................  .757(a)(9), .760, App. G
  Falling object protection.............  .759
  Hoisting..............................  .752(d), .753, .757(c)
  Joists, open-web......................  .757

[[Page 636]]

 
  Multiple-lift rigging (X-mas treeing):
    Procedure...........................  .753(c)
    Training............................  .761(c)(1)
  Rigging...............................  .753
  Scope.................................  .750
  Training..............................  .761, App. E
  Systems-engineered metal buildings....  .758
  Walking/working surfaces..............  .754(c), App. B
Storage:
  Demolition............................  .857
  Explosives............................  .904
  Indoor................................  .151(d), .152(b)
  LP Gas Containers.....................  .153(j), (k)
  Materials Handling....................  .250, .953(c), .957(f)
  Open Yard.............................  .151(c)
  Outdoor...............................  .152(c)
Static Charges..........................  .551(j)
Stringing:
  Adjacent to Energized Lines...........  .955(d)
  Deenergized Conductors................  .955(c)
Suspension Scaffolds....................  .450-.451, .452(o)-(r), (x),
                                           .454
Tag Lines...............................  .551(c), .955(a),
                                           .955(b)(6)(ii)
Tags, Accident Prevention...............  .200(h)
  Conveyors.............................  .555(a)(7)
  Definition............................  .960(nn)
  Electric Circuits, Tagging of.........  .417
Tanks, Portable, Flammable and            .152(c)(4)
 Combustible Liquid Outside Storage.
Temporary Buildings, Fire Prevention....  .151(b)
Threshold Limit Values (TLVs)...........  .55(a)
Tire Safety Rack........................  .600(a)(2)
Toeboards:
  Scaffolds.............................  .451(h)
  Stand Specifications..................  .500(f)
Toilets.................................  .51(c)
Tools, Hand and Power...................  .300-.305, .951
  Air receivers.........................  .306
  Grounding.............................  .404(f)(7)(iv)
  Hand..................................  .951(f), .300, .302
  Hotline (Definition)..................  .960(ee)
  Hydraulic.............................  .951(f)(3)
  Inspections...........................  .951(d)(2)
  Live-line.............................  .951(d)
  Measuring Ropes.......................  .951(e)
  Measuring Tapes.......................  .951(e)
  Pneumatic.............................  .951(f)(4)
  Portable Electric.....................  .951(f)(2)
  Power-transmission apparatus,           .307
   mechanical.
  Switches..............................  .951(f)(1)
  Tests.................................  .951(d)(1)
Torches.................................  .350(g)
Toxic:
  Metals (Welding, Cutting and Heating).  .353(c)
  Preservative Coatings.................  .354
Training and Education..................  .21
Transformers, Electric..................  .403(i) and (j), and
                                           .405(j)(5)
Transmitter Towers......................  .550(a)(15)
Transportation Dept. (DOT) placards for   .61
 hazardous materials, retention.
Trenching (see Excavation)..............  .650-.652
Trucks:
  Industrial............................  .602(c)
  Off-Highway...........................  .602(a)(7)
Tube and Coupler Scaffolds..............  .452(b)
Tubular Welded Frame Scaffolds (see       ..............................
 Scaffolds (Fabricated Frame)).
Tunnels and Shafts (see Underground       .800
 Construction).
Underground:
  Installations.........................  .651(b)
  Lines.................................  .956
  Transportation of Explosives..........  .903
Underground construction:
  Access and egress.....................  .800(b)
  Air quality...........................  .800(h), (j)
  Blasting..............................  .800(p)
  Check-in/Check-out....................  .800(c)
  Communications........................  .800(f)
  Drilling..............................  .800(q)
  Electrical safety.....................  .800(s)
  Fire prevention and control...........  .800(m)
  Haulage...............................  .800(r)
  Hazardous classifications.............  .800(h)
  Hazards instruction and notification..  .800(d), (e)
  Hoisting..............................  .800((g)(1), (t)
  Illumination..........................  .800(l)
  Ventilation...........................  .800(k)
  Welding and cutting...................  .800(n)
Underwater Blasting.....................  .912
Vapors (airborne contaminants)..........  .55
Variations (relief).....................  .2
Ventilation.............................  .57
  Air Quality, underground construction.  .800(k)
  Compressed Air........................  .803(i)
  Preservative Coatings.................  .354
  Temporary Heating Devices.............  .154(a)
  Welding and Cutting...................  .353
Vests, Buoyant..........................  .106
Vinyl chloride..........................  .1117
Voltage (Definition)....................  .960(qq)
Walkways (see Passageways and Runways)
Wall:
  Openings, Guarding....................  .500(c)
  Removal...............................  .854-.856
Washing Facilities......................  .51(f)
Waste Disposal: (see Disposal).
Water:
  Marine Operations.....................  .605
  Potable...............................  .51(a)
  Supply (for Fire Protection)..........  .150(b)
  Working Over or Near..................  .106
Webbing, Synthetic (for Slings).........  .251(e)
Welding and Cutting.....................  .350-.354
  Aerial lifts, standards for...........  .453(b)(5)
  Electric welders, electrical            .406(c)
   connection.
  Eye Protection........................  .102(b)
  LPG Containers........................  .153(b)
Window Jack Scaffolds...................  .452(l)
Windows, Crane Cabs.....................  .550(a)(12)
Wire Ropes (see Ropes, Wire)............
Wiring, Temporary.......................  .401(h)
Wood Pole Scaffolds.....................  .451(b)
Woodworking Tools.......................  .304
X-ray (see Radiation)...................
------------------------------------------------------------------------



[[Page 637]]



                              FINDING AIDS




  --------------------------------------------------------------------

  A list of CFR titles, subtitles, chapters, subchapters and parts and 
an alphabetical list of agencies publishing in the CFR are included in 
the CFR Index and Finding Aids volume to the Code of Federal Regulations 
which is published separately and revised annually.

  Table of CFR Titles and Chapters
  Alphabetical List of Agencies Appearing in the CFR
  List of CFR Sections Affected

[[Page 639]]



                    Table of CFR Titles and Chapters




                      (Revised as of July 1, 2009)

                      Title 1--General Provisions

         I  Administrative Committee of the Federal Register 
                (Parts 1--49)
        II  Office of the Federal Register (Parts 50--299)
        IV  Miscellaneous Agencies (Parts 400--500)

                    Title 2--Grants and Agreements

            Subtitle A--Office of Management and Budget Guidance 
                for Grants and Agreements
         I  Office of Management and Budget Governmentwide 
                Guidance for Grants and Agreements (Parts 100-199)
        II  Office of Management and Budget Circulars and Guidance 
                (200-299)
            Subtitle B--Federal Agency Regulations for Grants and 
                Agreements [Reserved]


                        Title 3--The President

         I  Executive Office of the President (Parts 100--199)

                           Title 4--Accounts

         I  Government Accountability Office (Parts 1--99)

                   Title 5--Administrative Personnel

         I  Office of Personnel Management (Parts 1--1199)
        II  Merit Systems Protection Board (Parts 1200--1299)
       III  Office of Management and Budget (Parts 1300--1399)
         V  The International Organizations Employees Loyalty 
                Board (Parts 1500--1599)
        VI  Federal Retirement Thrift Investment Board (Parts 
                1600--1699)
      VIII  Office of Special Counsel (Parts 1800--1899)
        IX  Appalachian Regional Commission (Parts 1900--1999)
        XI  Armed Forces Retirement Home (Part 2100)
       XIV  Federal Labor Relations Authority, General Counsel of 
                the Federal Labor Relations Authority and Federal 
                Service Impasses Panel (Parts 2400--2499)

[[Page 640]]

        XV  Office of Administration, Executive Office of the 
                President (Parts 2500--2599)
       XVI  Office of Government Ethics (Parts 2600--2699)
       XXI  Department of the Treasury (Parts 3100--3199)
      XXII  Federal Deposit Insurance Corporation (Part 3201)
     XXIII  Department of Energy (Part 3301)
      XXIV  Federal Energy Regulatory Commission (Part 3401)
       XXV  Department of the Interior (Part 3501)
      XXVI  Department of Defense (Part 3601)
    XXVIII  Department of Justice (Part 3801)
      XXIX  Federal Communications Commission (Parts 3900--3999)
       XXX  Farm Credit System Insurance Corporation (Parts 4000--
                4099)
      XXXI  Farm Credit Administration (Parts 4100--4199)
    XXXIII  Overseas Private Investment Corporation (Part 4301)
      XXXV  Office of Personnel Management (Part 4501)
        XL  Interstate Commerce Commission (Part 5001)
       XLI  Commodity Futures Trading Commission (Part 5101)
      XLII  Department of Labor (Part 5201)
     XLIII  National Science Foundation (Part 5301)
       XLV  Department of Health and Human Services (Part 5501)
      XLVI  Postal Rate Commission (Part 5601)
     XLVII  Federal Trade Commission (Part 5701)
    XLVIII  Nuclear Regulatory Commission (Part 5801)
         L  Department of Transportation (Part 6001)
       LII  Export-Import Bank of the United States (Part 6201)
      LIII  Department of Education (Parts 6300--6399)
       LIV  Environmental Protection Agency (Part 6401)
        LV  National Endowment for the Arts (Part 6501)
       LVI  National Endowment for the Humanities (Part 6601)
      LVII  General Services Administration (Part 6701)
     LVIII  Board of Governors of the Federal Reserve System (Part 
                6801)
       LIX  National Aeronautics and Space Administration (Part 
                6901)
        LX  United States Postal Service (Part 7001)
       LXI  National Labor Relations Board (Part 7101)
      LXII  Equal Employment Opportunity Commission (Part 7201)
     LXIII  Inter-American Foundation (Part 7301)
       LXV  Department of Housing and Urban Development (Part 
                7501)
      LXVI  National Archives and Records Administration (Part 
                7601)
     LXVII  Institute of Museum and Library Services (Part 7701)
      LXIX  Tennessee Valley Authority (Part 7901)
      LXXI  Consumer Product Safety Commission (Part 8101)
    LXXIII  Department of Agriculture (Part 8301)
     LXXIV  Federal Mine Safety and Health Review Commission (Part 
                8401)
     LXXVI  Federal Retirement Thrift Investment Board (Part 8601)

[[Page 641]]

    LXXVII  Office of Management and Budget (Part 8701)
     XCVII  Department of Homeland Security Human Resources 
                Management System (Department of Homeland 
                Security--Office of Personnel Management) (Part 
                9701)
      XCIX  Department of Defense Human Resources Management and 
                Labor Relations Systems (Department of Defense--
                Office of Personnel Management) (Part 9901)

                      Title 6--Homeland Security

         I  Department of Homeland Security, Office of the 
                Secretary (Parts 0--99)

                         Title 7--Agriculture

            Subtitle A--Office of the Secretary of Agriculture 
                (Parts 0--26)
            Subtitle B--Regulations of the Department of 
                Agriculture
         I  Agricultural Marketing Service (Standards, 
                Inspections, Marketing Practices), Department of 
                Agriculture (Parts 27--209)
        II  Food and Nutrition Service, Department of Agriculture 
                (Parts 210--299)
       III  Animal and Plant Health Inspection Service, Department 
                of Agriculture (Parts 300--399)
        IV  Federal Crop Insurance Corporation, Department of 
                Agriculture (Parts 400--499)
         V  Agricultural Research Service, Department of 
                Agriculture (Parts 500--599)
        VI  Natural Resources Conservation Service, Department of 
                Agriculture (Parts 600--699)
       VII  Farm Service Agency, Department of Agriculture (Parts 
                700--799)
      VIII  Grain Inspection, Packers and Stockyards 
                Administration (Federal Grain Inspection Service), 
                Department of Agriculture (Parts 800--899)
        IX  Agricultural Marketing Service (Marketing Agreements 
                and Orders; Fruits, Vegetables, Nuts), Department 
                of Agriculture (Parts 900--999)
         X  Agricultural Marketing Service (Marketing Agreements 
                and Orders; Milk), Department of Agriculture 
                (Parts 1000--1199)
        XI  Agricultural Marketing Service (Marketing Agreements 
                and Orders; Miscellaneous Commodities), Department 
                of Agriculture (Parts 1200--1299)
       XIV  Commodity Credit Corporation, Department of 
                Agriculture (Parts 1400--1499)
        XV  Foreign Agricultural Service, Department of 
                Agriculture (Parts 1500--1599)
       XVI  Rural Telephone Bank, Department of Agriculture (Parts 
                1600--1699)
      XVII  Rural Utilities Service, Department of Agriculture 
                (Parts 1700--1799)

[[Page 642]]

     XVIII  Rural Housing Service, Rural Business-Cooperative 
                Service, Rural Utilities Service, and Farm Service 
                Agency, Department of Agriculture (Parts 1800--
                2099)
        XX  Local Television Loan Guarantee Board (Parts 2200--
                2299)
      XXVI  Office of Inspector General, Department of Agriculture 
                (Parts 2600--2699)
     XXVII  Office of Information Resources Management, Department 
                of Agriculture (Parts 2700--2799)
    XXVIII  Office of Operations, Department of Agriculture (Parts 
                2800--2899)
      XXIX  Office of Energy Policy and New Uses, Department of 
                Agriculture (Parts 2900--2999)
       XXX  Office of the Chief Financial Officer, Department of 
                Agriculture (Parts 3000--3099)
      XXXI  Office of Environmental Quality, Department of 
                Agriculture (Parts 3100--3199)
     XXXII  Office of Procurement and Property Management, 
                Department of Agriculture (Parts 3200--3299)
    XXXIII  Office of Transportation, Department of Agriculture 
                (Parts 3300--3399)
     XXXIV  Cooperative State Research, Education, and Extension 
                Service, Department of Agriculture (Parts 3400--
                3499)
      XXXV  Rural Housing Service, Department of Agriculture 
                (Parts 3500--3599)
     XXXVI  National Agricultural Statistics Service, Department 
                of Agriculture (Parts 3600--3699)
    XXXVII  Economic Research Service, Department of Agriculture 
                (Parts 3700--3799)
   XXXVIII  World Agricultural Outlook Board, Department of 
                Agriculture (Parts 3800--3899)
       XLI  [Reserved]
      XLII  Rural Business-Cooperative Service and Rural Utilities 
                Service, Department of Agriculture (Parts 4200--
                4299)

                    Title 8--Aliens and Nationality

         I  Department of Homeland Security (Immigration and 
                Naturalization) (Parts 1--499)
         V  Executive Office for Immigration Review, Department of 
                Justice (Parts 1000--1399)

                 Title 9--Animals and Animal Products

         I  Animal and Plant Health Inspection Service, Department 
                of Agriculture (Parts 1--199)
        II  Grain Inspection, Packers and Stockyards 
                Administration (Packers and Stockyards Programs), 
                Department of Agriculture (Parts 200--299)
       III  Food Safety and Inspection Service, Department of 
                Agriculture (Parts 300--599)

[[Page 643]]

                           Title 10--Energy

         I  Nuclear Regulatory Commission (Parts 0--199)
        II  Department of Energy (Parts 200--699)
       III  Department of Energy (Parts 700--999)
         X  Department of Energy (General Provisions) (Parts 
                1000--1099)
      XIII  Nuclear Waste Technical Review Board (Parts 1303--
                1399)
      XVII  Defense Nuclear Facilities Safety Board (Parts 1700--
                1799)
     XVIII  Northeast Interstate Low-Level Radioactive Waste 
                Commission (Part 1800)

                      Title 11--Federal Elections

         I  Federal Election Commission (Parts 1--9099)

                      Title 12--Banks and Banking

         I  Comptroller of the Currency, Department of the 
                Treasury (Parts 1--199)
        II  Federal Reserve System (Parts 200--299)
       III  Federal Deposit Insurance Corporation (Parts 300--399)
        IV  Export-Import Bank of the United States (Parts 400--
                499)
         V  Office of Thrift Supervision, Department of the 
                Treasury (Parts 500--599)
        VI  Farm Credit Administration (Parts 600--699)
       VII  National Credit Union Administration (Parts 700--799)
      VIII  Federal Financing Bank (Parts 800--899)
        IX  Federal Housing Finance Board (Parts 900--999)
        XI  Federal Financial Institutions Examination Council 
                (Parts 1100--1199)
       XIV  Farm Credit System Insurance Corporation (Parts 1400--
                1499)
        XV  Department of the Treasury (Parts 1500--1599)
      XVII  Office of Federal Housing Enterprise Oversight, 
                Department of Housing and Urban Development (Parts 
                1700--1799)
     XVIII  Community Development Financial Institutions Fund, 
                Department of the Treasury (Parts 1800--1899)

               Title 13--Business Credit and Assistance

         I  Small Business Administration (Parts 1--199)
       III  Economic Development Administration, Department of 
                Commerce (Parts 300--399)
        IV  Emergency Steel Guarantee Loan Board, Department of 
                Commerce (Parts 400--499)
         V  Emergency Oil and Gas Guaranteed Loan Board, 
                Department of Commerce (Parts 500--599)

[[Page 644]]

                    Title 14--Aeronautics and Space

         I  Federal Aviation Administration, Department of 
                Transportation (Parts 1--199)
        II  Office of the Secretary, Department of Transportation 
                (Aviation Proceedings) (Parts 200--399)
       III  Commercial Space Transportation, Federal Aviation 
                Administration, Department of Transportation 
                (Parts 400--499)
         V  National Aeronautics and Space Administration (Parts 
                1200--1299)
        VI  Air Transportation System Stabilization (Parts 1300--
                1399)

                 Title 15--Commerce and Foreign Trade

            Subtitle A--Office of the Secretary of Commerce (Parts 
                0--29)
            Subtitle B--Regulations Relating to Commerce and 
                Foreign Trade
         I  Bureau of the Census, Department of Commerce (Parts 
                30--199)
        II  National Institute of Standards and Technology, 
                Department of Commerce (Parts 200--299)
       III  International Trade Administration, Department of 
                Commerce (Parts 300--399)
        IV  Foreign-Trade Zones Board, Department of Commerce 
                (Parts 400--499)
       VII  Bureau of Industry and Security, Department of 
                Commerce (Parts 700--799)
      VIII  Bureau of Economic Analysis, Department of Commerce 
                (Parts 800--899)
        IX  National Oceanic and Atmospheric Administration, 
                Department of Commerce (Parts 900--999)
        XI  Technology Administration, Department of Commerce 
                (Parts 1100--1199)
      XIII  East-West Foreign Trade Board (Parts 1300--1399)
       XIV  Minority Business Development Agency (Parts 1400--
                1499)
            Subtitle C--Regulations Relating to Foreign Trade 
                Agreements
        XX  Office of the United States Trade Representative 
                (Parts 2000--2099)
            Subtitle D--Regulations Relating to Telecommunications 
                and Information
     XXIII  National Telecommunications and Information 
                Administration, Department of Commerce (Parts 
                2300--2399)

                    Title 16--Commercial Practices

         I  Federal Trade Commission (Parts 0--999)
        II  Consumer Product Safety Commission (Parts 1000--1799)

[[Page 645]]

             Title 17--Commodity and Securities Exchanges

         I  Commodity Futures Trading Commission (Parts 1--199)
        II  Securities and Exchange Commission (Parts 200--399)
        IV  Department of the Treasury (Parts 400--499)

          Title 18--Conservation of Power and Water Resources

         I  Federal Energy Regulatory Commission, Department of 
                Energy (Parts 1--399)
       III  Delaware River Basin Commission (Parts 400--499)
        VI  Water Resources Council (Parts 700--799)
      VIII  Susquehanna River Basin Commission (Parts 800--899)
      XIII  Tennessee Valley Authority (Parts 1300--1399)

                       Title 19--Customs Duties

         I  Bureau of Customs and Border Protection, Department of 
                Homeland Security; Department of the Treasury 
                (Parts 0--199)
        II  United States International Trade Commission (Parts 
                200--299)
       III  International Trade Administration, Department of 
                Commerce (Parts 300--399)
        IV  Bureau of Immigration and Customs Enforcement, 
                Department of Homeland Security (Parts 400--599)

                     Title 20--Employees' Benefits

         I  Office of Workers' Compensation Programs, Department 
                of Labor (Parts 1--199)
        II  Railroad Retirement Board (Parts 200--399)
       III  Social Security Administration (Parts 400--499)
        IV  Employees Compensation Appeals Board, Department of 
                Labor (Parts 500--599)
         V  Employment and Training Administration, Department of 
                Labor (Parts 600--699)
        VI  Employment Standards Administration, Department of 
                Labor (Parts 700--799)
       VII  Benefits Review Board, Department of Labor (Parts 
                800--899)
      VIII  Joint Board for the Enrollment of Actuaries (Parts 
                900--999)
        IX  Office of the Assistant Secretary for Veterans' 
                Employment and Training, Department of Labor 
                (Parts 1000--1099)

                       Title 21--Food and Drugs

         I  Food and Drug Administration, Department of Health and 
                Human Services (Parts 1--1299)
        II  Drug Enforcement Administration, Department of Justice 
                (Parts 1300--1399)
       III  Office of National Drug Control Policy (Parts 1400--
                1499)

[[Page 646]]

                      Title 22--Foreign Relations

         I  Department of State (Parts 1--199)
        II  Agency for International Development (Parts 200--299)
       III  Peace Corps (Parts 300--399)
        IV  International Joint Commission, United States and 
                Canada (Parts 400--499)
         V  Broadcasting Board of Governors (Parts 500--599)
       VII  Overseas Private Investment Corporation (Parts 700--
                799)
        IX  Foreign Service Grievance Board Regulations (Parts 
                900--999)
         X  Inter-American Foundation (Parts 1000--1099)
        XI  International Boundary and Water Commission, United 
                States and Mexico, United States Section (Parts 
                1100--1199)
       XII  United States International Development Cooperation 
                Agency (Parts 1200--1299)
       XIV  Foreign Service Labor Relations Board; Federal Labor 
                Relations Authority; General Counsel of the 
                Federal Labor Relations Authority; and the Foreign 
                Service Impasse Disputes Panel (Parts 1400--1499)
        XV  African Development Foundation (Parts 1500--1599)
       XVI  Japan-United States Friendship Commission (Parts 
                1600--1699)
      XVII  United States Institute of Peace (Parts 1700--1799)

                          Title 23--Highways

         I  Federal Highway Administration, Department of 
                Transportation (Parts 1--999)
        II  National Highway Traffic Safety Administration and 
                Federal Highway Administration, Department of 
                Transportation (Parts 1200--1299)
       III  National Highway Traffic Safety Administration, 
                Department of Transportation (Parts 1300--1399)

                Title 24--Housing and Urban Development

            Subtitle A--Office of the Secretary, Department of 
                Housing and Urban Development (Parts 0--99)
            Subtitle B--Regulations Relating to Housing and Urban 
                Development
         I  Office of Assistant Secretary for Equal Opportunity, 
                Department of Housing and Urban Development (Parts 
                100--199)
        II  Office of Assistant Secretary for Housing-Federal 
                Housing Commissioner, Department of Housing and 
                Urban Development (Parts 200--299)
       III  Government National Mortgage Association, Department 
                of Housing and Urban Development (Parts 300--399)
        IV  Office of Housing and Office of Multifamily Housing 
                Assistance Restructuring, Department of Housing 
                and Urban Development (Parts 400--499)
         V  Office of Assistant Secretary for Community Planning 
                and Development, Department of Housing and Urban 
                Development (Parts 500--599)

[[Page 647]]

        VI  Office of Assistant Secretary for Community Planning 
                and Development, Department of Housing and Urban 
                Development (Parts 600--699) [Reserved]
       VII  Office of the Secretary, Department of Housing and 
                Urban Development (Housing Assistance Programs and 
                Public and Indian Housing Programs) (Parts 700--
                799)
      VIII  Office of the Assistant Secretary for Housing--Federal 
                Housing Commissioner, Department of Housing and 
                Urban Development (Section 8 Housing Assistance 
                Programs, Section 202 Direct Loan Program, Section 
                202 Supportive Housing for the Elderly Program and 
                Section 811 Supportive Housing for Persons With 
                Disabilities Program) (Parts 800--899)
        IX  Office of Assistant Secretary for Public and Indian 
                Housing, Department of Housing and Urban 
                Development (Parts 900--1699)
         X  Office of Assistant Secretary for Housing--Federal 
                Housing Commissioner, Department of Housing and 
                Urban Development (Interstate Land Sales 
                Registration Program) (Parts 1700--1799)
       XII  Office of Inspector General, Department of Housing and 
                Urban Development (Parts 2000--2099)
        XX  Office of Assistant Secretary for Housing--Federal 
                Housing Commissioner, Department of Housing and 
                Urban Development (Parts 3200--3899)
       XXV  Neighborhood Reinvestment Corporation (Parts 4100--
                4199)

                           Title 25--Indians

         I  Bureau of Indian Affairs, Department of the Interior 
                (Parts 1--299)
        II  Indian Arts and Crafts Board, Department of the 
                Interior (Parts 300--399)
       III  National Indian Gaming Commission, Department of the 
                Interior (Parts 500--599)
        IV  Office of Navajo and Hopi Indian Relocation (Parts 
                700--799)
         V  Bureau of Indian Affairs, Department of the Interior, 
                and Indian Health Service, Department of Health 
                and Human Services (Part 900)
        VI  Office of the Assistant Secretary-Indian Affairs, 
                Department of the Interior (Parts 1000--1199)
       VII  Office of the Special Trustee for American Indians, 
                Department of the Interior (Part 1200)

                      Title 26--Internal Revenue

         I  Internal Revenue Service, Department of the Treasury 
                (Parts 1--899)

           Title 27--Alcohol, Tobacco Products and Firearms

         I  Alcohol and Tobacco Tax and Trade Bureau, Department 
                of the Treasury (Parts 1--399)

[[Page 648]]

        II  Bureau of Alcohol, Tobacco, Firearms, and Explosives, 
                Department of Justice (Parts 400--699)

                   Title 28--Judicial Administration

         I  Department of Justice (Parts 0--299)
       III  Federal Prison Industries, Inc., Department of Justice 
                (Parts 300--399)
         V  Bureau of Prisons, Department of Justice (Parts 500--
                599)
        VI  Offices of Independent Counsel, Department of Justice 
                (Parts 600--699)
       VII  Office of Independent Counsel (Parts 700--799)
      VIII  Court Services and Offender Supervision Agency for the 
                District of Columbia (Parts 800--899)
        IX  National Crime Prevention and Privacy Compact Council 
                (Parts 900--999)
        XI  Department of Justice and Department of State (Parts 
                1100--1199)

                            Title 29--Labor

            Subtitle A--Office of the Secretary of Labor (Parts 
                0--99)
            Subtitle B--Regulations Relating to Labor
         I  National Labor Relations Board (Parts 100--199)
        II  Office of Labor-Management Standards, Department of 
                Labor (Parts 200--299)
       III  National Railroad Adjustment Board (Parts 300--399)
        IV  Office of Labor-Management Standards, Department of 
                Labor (Parts 400--499)
         V  Wage and Hour Division, Department of Labor (Parts 
                500--899)
        IX  Construction Industry Collective Bargaining Commission 
                (Parts 900--999)
         X  National Mediation Board (Parts 1200--1299)
       XII  Federal Mediation and Conciliation Service (Parts 
                1400--1499)
       XIV  Equal Employment Opportunity Commission (Parts 1600--
                1699)
      XVII  Occupational Safety and Health Administration, 
                Department of Labor (Parts 1900--1999)
        XX  Occupational Safety and Health Review Commission 
                (Parts 2200--2499)
       XXV  Employee Benefits Security Administration, Department 
                of Labor (Parts 2500--2599)
     XXVII  Federal Mine Safety and Health Review Commission 
                (Parts 2700--2799)
        XL  Pension Benefit Guaranty Corporation (Parts 4000--
                4999)

[[Page 649]]

                      Title 30--Mineral Resources

         I  Mine Safety and Health Administration, Department of 
                Labor (Parts 1--199)
        II  Minerals Management Service, Department of the 
                Interior (Parts 200--299)
       III  Board of Surface Mining and Reclamation Appeals, 
                Department of the Interior (Parts 300--399)
        IV  Geological Survey, Department of the Interior (Parts 
                400--499)
       VII  Office of Surface Mining Reclamation and Enforcement, 
                Department of the Interior (Parts 700--999)

                 Title 31--Money and Finance: Treasury

            Subtitle A--Office of the Secretary of the Treasury 
                (Parts 0--50)
            Subtitle B--Regulations Relating to Money and Finance
         I  Monetary Offices, Department of the Treasury (Parts 
                51--199)
        II  Fiscal Service, Department of the Treasury (Parts 
                200--399)
        IV  Secret Service, Department of the Treasury (Parts 
                400--499)
         V  Office of Foreign Assets Control, Department of the 
                Treasury (Parts 500--599)
        VI  Bureau of Engraving and Printing, Department of the 
                Treasury (Parts 600--699)
       VII  Federal Law Enforcement Training Center, Department of 
                the Treasury (Parts 700--799)
      VIII  Office of International Investment, Department of the 
                Treasury (Parts 800--899)
        IX  Federal Claims Collection Standards (Department of the 
                Treasury--Department of Justice) (Parts 900--999)

                      Title 32--National Defense

            Subtitle A--Department of Defense
         I  Office of the Secretary of Defense (Parts 1--399)
         V  Department of the Army (Parts 400--699)
        VI  Department of the Navy (Parts 700--799)
       VII  Department of the Air Force (Parts 800--1099)
            Subtitle B--Other Regulations Relating to National 
                Defense
       XII  Defense Logistics Agency (Parts 1200--1299)
       XVI  Selective Service System (Parts 1600--1699)
     XVIII  National Counterintelligence Center (Parts 1800--1899)
       XIX  Central Intelligence Agency (Parts 1900--1999)
        XX  Information Security Oversight Office, National 
                Archives and Records Administration (Parts 2000--
                2099)
       XXI  National Security Council (Parts 2100--2199)
      XXIV  Office of Science and Technology Policy (Parts 2400--
                2499)
     XXVII  Office for Micronesian Status Negotiations (Parts 
                2700--2799)

[[Page 650]]

    XXVIII  Office of the Vice President of the United States 
                (Parts 2800--2899)

               Title 33--Navigation and Navigable Waters

         I  Coast Guard, Department of Homeland Security (Parts 
                1--199)
        II  Corps of Engineers, Department of the Army (Parts 
                200--399)
        IV  Saint Lawrence Seaway Development Corporation, 
                Department of Transportation (Parts 400--499)

                          Title 34--Education

            Subtitle A--Office of the Secretary, Department of 
                Education (Parts 1--99)
            Subtitle B--Regulations of the Offices of the 
                Department of Education
         I  Office for Civil Rights, Department of Education 
                (Parts 100--199)
        II  Office of Elementary and Secondary Education, 
                Department of Education (Parts 200--299)
       III  Office of Special Education and Rehabilitative 
                Services, Department of Education (Parts 300--399)
        IV  Office of Vocational and Adult Education, Department 
                of Education (Parts 400--499)
         V  Office of Bilingual Education and Minority Languages 
                Affairs, Department of Education (Parts 500--599)
        VI  Office of Postsecondary Education, Department of 
                Education (Parts 600--699)
        XI  National Institute for Literacy (Parts 1100--1199)
            Subtitle C--Regulations Relating to Education
       XII  National Council on Disability (Parts 1200--1299)

                         Title 35--[RESERVED]

             Title 36--Parks, Forests, and Public Property

         I  National Park Service, Department of the Interior 
                (Parts 1--199)
        II  Forest Service, Department of Agriculture (Parts 200--
                299)
       III  Corps of Engineers, Department of the Army (Parts 
                300--399)
        IV  American Battle Monuments Commission (Parts 400--499)
         V  Smithsonian Institution (Parts 500--599)
       VII  Library of Congress (Parts 700--799)
      VIII  Advisory Council on Historic Preservation (Parts 800--
                899)
        IX  Pennsylvania Avenue Development Corporation (Parts 
                900--999)
         X  Presidio Trust (Parts 1000--1099)
        XI  Architectural and Transportation Barriers Compliance 
                Board (Parts 1100--1199)
       XII  National Archives and Records Administration (Parts 
                1200--1299)
        XV  Oklahoma City National Memorial Trust (Part 1501)

[[Page 651]]

       XVI  Morris K. Udall Scholarship and Excellence in National 
                Environmental Policy Foundation (Parts 1600--1699)

             Title 37--Patents, Trademarks, and Copyrights

         I  United States Patent and Trademark Office, Department 
                of Commerce (Parts 1--199)
        II  Copyright Office, Library of Congress (Parts 200--299)
       III  Copyright Royalty Board, Library of Congress (Parts 
                301--399)
        IV  Assistant Secretary for Technology Policy, Department 
                of Commerce (Parts 400--499)
         V  Under Secretary for Technology, Department of Commerce 
                (Parts 500--599)

           Title 38--Pensions, Bonuses, and Veterans' Relief

         I  Department of Veterans Affairs (Parts 0--99)

                       Title 39--Postal Service

         I  United States Postal Service (Parts 1--999)
       III  Postal Rate Commission (Parts 3000--3099)

                  Title 40--Protection of Environment

         I  Environmental Protection Agency (Parts 1--1099)
        IV  Environmental Protection Agency and Department of 
                Justice (Parts 1400--1499)
         V  Council on Environmental Quality (Parts 1500--1599)
        VI  Chemical Safety and Hazard Investigation Board (Parts 
                1600--1699)
       VII  Environmental Protection Agency and Department of 
                Defense; Uniform National Discharge Standards for 
                Vessels of the Armed Forces (Parts 1700--1799)

          Title 41--Public Contracts and Property Management

            Subtitle B--Other Provisions Relating to Public 
                Contracts
        50  Public Contracts, Department of Labor (Parts 50-1--50-
                999)
        51  Committee for Purchase From People Who Are Blind or 
                Severely Disabled (Parts 51-1--51-99)
        60  Office of Federal Contract Compliance Programs, Equal 
                Employment Opportunity, Department of Labor (Parts 
                60-1--60-999)
        61  Office of the Assistant Secretary for Veterans' 
                Employment and Training Service, Department of 
                Labor (Parts 61-1--61-999)
            Subtitle C--Federal Property Management Regulations 
                System
       101  Federal Property Management Regulations (Parts 101-1--
                101-99)
       102  Federal Management Regulation (Parts 102-1--102-299)

[[Page 652]]

       105  General Services Administration (Parts 105-1--105-999)
       109  Department of Energy Property Management Regulations 
                (Parts 109-1--109-99)
       114  Department of the Interior (Parts 114-1--114-99)
       115  Environmental Protection Agency (Parts 115-1--115-99)
       128  Department of Justice (Parts 128-1--128-99)
            Subtitle D--Other Provisions Relating to Property 
                Management [Reserved]
            Subtitle E--Federal Information Resources Management 
                Regulations System
       201  Federal Information Resources Management Regulation 
                (Parts 201-1--201-99) [Reserved]
            Subtitle F--Federal Travel Regulation System
       300  General (Parts 300-1--300-99)
       301  Temporary Duty (TDY) Travel Allowances (Parts 301-1--
                301-99)
       302  Relocation Allowances (Parts 302-1--302-99)
       303  Payment of Expenses Connected with the Death of 
                Certain Employees (Part 303-1--303-99)
       304  Payment of Travel Expenses from a Non-Federal Source 
                (Parts 304-1--304-99)

                        Title 42--Public Health

         I  Public Health Service, Department of Health and Human 
                Services (Parts 1--199)
        IV  Centers for Medicare & Medicaid Services, Department 
                of Health and Human Services (Parts 400--499)
         V  Office of Inspector General-Health Care, Department of 
                Health and Human Services (Parts 1000--1999)

                   Title 43--Public Lands: Interior

            Subtitle A--Office of the Secretary of the Interior 
                (Parts 1--199)
            Subtitle B--Regulations Relating to Public Lands
         I  Bureau of Reclamation, Department of the Interior 
                (Parts 200--499)
        II  Bureau of Land Management, Department of the Interior 
                (Parts 1000--9999)
       III  Utah Reclamation Mitigation and Conservation 
                Commission (Parts 10000--10010)

             Title 44--Emergency Management and Assistance

         I  Federal Emergency Management Agency, Department of 
                Homeland Security (Parts 0--399)
        IV  Department of Commerce and Department of 
                Transportation (Parts 400--499)

[[Page 653]]

                       Title 45--Public Welfare

            Subtitle A--Department of Health and Human Services 
                (Parts 1--199)
            Subtitle B--Regulations Relating to Public Welfare
        II  Office of Family Assistance (Assistance Programs), 
                Administration for Children and Families, 
                Department of Health and Human Services (Parts 
                200--299)
       III  Office of Child Support Enforcement (Child Support 
                Enforcement Program), Administration for Children 
                and Families, Department of Health and Human 
                Services (Parts 300--399)
        IV  Office of Refugee Resettlement, Administration for 
                Children and Families, Department of Health and 
                Human Services (Parts 400--499)
         V  Foreign Claims Settlement Commission of the United 
                States, Department of Justice (Parts 500--599)
        VI  National Science Foundation (Parts 600--699)
       VII  Commission on Civil Rights (Parts 700--799)
      VIII  Office of Personnel Management (Parts 800--899)
         X  Office of Community Services, Administration for 
                Children and Families, Department of Health and 
                Human Services (Parts 1000--1099)
        XI  National Foundation on the Arts and the Humanities 
                (Parts 1100--1199)
       XII  Corporation for National and Community Service (Parts 
                1200--1299)
      XIII  Office of Human Development Services, Department of 
                Health and Human Services (Parts 1300--1399)
       XVI  Legal Services Corporation (Parts 1600--1699)
      XVII  National Commission on Libraries and Information 
                Science (Parts 1700--1799)
     XVIII  Harry S. Truman Scholarship Foundation (Parts 1800--
                1899)
       XXI  Commission on Fine Arts (Parts 2100--2199)
     XXIII  Arctic Research Commission (Part 2301)
      XXIV  James Madison Memorial Fellowship Foundation (Parts 
                2400--2499)
       XXV  Corporation for National and Community Service (Parts 
                2500--2599)

                          Title 46--Shipping

         I  Coast Guard, Department of Homeland Security (Parts 
                1--199)
        II  Maritime Administration, Department of Transportation 
                (Parts 200--399)
       III  Coast Guard (Great Lakes Pilotage), Department of 
                Homeland Security (Parts 400--499)
        IV  Federal Maritime Commission (Parts 500--599)

                      Title 47--Telecommunication

         I  Federal Communications Commission (Parts 0--199)

[[Page 654]]

        II  Office of Science and Technology Policy and National 
                Security Council (Parts 200--299)
       III  National Telecommunications and Information 
                Administration, Department of Commerce (Parts 
                300--399)

           Title 48--Federal Acquisition Regulations System

         1  Federal Acquisition Regulation (Parts 1--99)
         2  Defense Acquisition Regulations System, Department of 
                Defense (Parts 200--299)
         3  Department of Health and Human Services (Parts 300--
                399)
         4  Department of Agriculture (Parts 400--499)
         5  General Services Administration (Parts 500--599)
         6  Department of State (Parts 600--699)
         7  United States Agency for International Development 
                (Parts 700--799)
         8  Department of Veterans Affairs (Parts 800--899)
         9  Department of Energy (Parts 900--999)
        10  Department of the Treasury (Parts 1000--1099)
        12  Department of Transportation (Parts 1200--1299)
        13  Department of Commerce (Parts 1300--1399)
        14  Department of the Interior (Parts 1400--1499)
        15  Environmental Protection Agency (Parts 1500--1599)
        16  Office of Personnel Management, Federal Employees 
                Health Benefits Acquisition Regulation (Parts 
                1600--1699)
        17  Office of Personnel Management (Parts 1700--1799)
        18  National Aeronautics and Space Administration (Parts 
                1800--1899)
        19  Broadcasting Board of Governors (Parts 1900--1999)
        20  Nuclear Regulatory Commission (Parts 2000--2099)
        21  Office of Personnel Management, Federal Employees' 
                Group Life Insurance Federal Acquisition 
                Regulation (Parts 2100--2199)
        23  Social Security Administration (Parts 2300--2399)
        24  Department of Housing and Urban Development (Parts 
                2400--2499)
        25  National Science Foundation (Parts 2500--2599)
        28  Department of Justice (Parts 2800--2899)
        29  Department of Labor (Parts 2900--2999)
        30  Department of Homeland Security, Homeland Security 
                Acquisition Regulation (HSAR) (Parts 3000--3099)
        34  Department of Education Acquisition Regulation (Parts 
                3400--3499)
        35  [Reserved]
        44  Federal Emergency Management Agency (Parts 4400--4499)
        51  Department of the Army Acquisition Regulations (Parts 
                5100--5199)

[[Page 655]]

        52  Department of the Navy Acquisition Regulations (Parts 
                5200--5299)
        53  Department of the Air Force Federal Acquisition 
                Regulation Supplement (Parts 5300--5399)
        54  Defense Logistics Agency, Department of Defense (Parts 
                5400--5499)
        57  African Development Foundation (Parts 5700--5799)
        61  General Services Administration Board of Contract 
                Appeals (Parts 6100--6199)
        63  Department of Transportation Board of Contract Appeals 
                (Parts 6300--6399)
        99  Cost Accounting Standards Board, Office of Federal 
                Procurement Policy, Office of Management and 
                Budget (Parts 9900--9999)

                       Title 49--Transportation

            Subtitle A--Office of the Secretary of Transportation 
                (Parts 1--99)
            Subtitle B--Other Regulations Relating to 
                Transportation
         I  Pipeline and Hazardous Materials Safety 
                Administration, Department of Transportation 
                (Parts 100--199)
        II  Federal Railroad Administration, Department of 
                Transportation (Parts 200--299)
       III  Federal Motor Carrier Safety Administration, 
                Department of Transportation (Parts 300--399)
        IV  Coast Guard, Department of Homeland Security (Parts 
                400--499)
         V  National Highway Traffic Safety Administration, 
                Department of Transportation (Parts 500--599)
        VI  Federal Transit Administration, Department of 
                Transportation (Parts 600--699)
       VII  National Railroad Passenger Corporation (AMTRAK) 
                (Parts 700--799)
      VIII  National Transportation Safety Board (Parts 800--999)
         X  Surface Transportation Board, Department of 
                Transportation (Parts 1000--1399)
        XI  Research and Innovative Technology Administration, 
                Department of Transportation (Parts 1400--1499)
       XII  Transportation Security Administration, Department of 
                Homeland Security (Parts 1500--1699)

                   Title 50--Wildlife and Fisheries

         I  United States Fish and Wildlife Service, Department of 
                the Interior (Parts 1--199)
        II  National Marine Fisheries Service, National Oceanic 
                and Atmospheric Administration, Department of 
                Commerce (Parts 200--299)
       III  International Fishing and Related Activities (Parts 
                300--399)

[[Page 656]]

        IV  Joint Regulations (United States Fish and Wildlife 
                Service, Department of the Interior and National 
                Marine Fisheries Service, National Oceanic and 
                Atmospheric Administration, Department of 
                Commerce); Endangered Species Committee 
                Regulations (Parts 400--499)
         V  Marine Mammal Commission (Parts 500--599)
        VI  Fishery Conservation and Management, National Oceanic 
                and Atmospheric Administration, Department of 
                Commerce (Parts 600--699)

                      CFR Index and Finding Aids

            Subject/Agency Index
            List of Agency Prepared Indexes
            Parallel Tables of Statutory Authorities and Rules
            List of CFR Titles, Chapters, Subchapters, and Parts
            Alphabetical List of Agencies Appearing in the CFR

[[Page 657]]





           Alphabetical List of Agencies Appearing in the CFR




                      (Revised as of July 1, 2006)

                                                  CFR Title, Subtitle or 
                     Agency                               Chapter

Administrative Committee of the Federal Register  1, I
Advanced Research Projects Agency                 32, I
Advisory Council on Historic Preservation         36, VIII
African Development Foundation                    22, XV
  Federal Acquisition Regulation                  48, 57
Agency for International Development, United      22, II
     States
  Federal Acquisition Regulation                  48, 7
Agricultural Marketing Service                    7, I, IX, X, XI
Agricultural Research Service                     7, V
Agriculture Department                            5, LXXIII
  Agricultural Marketing Service                  7, I, IX, X, XI
  Agricultural Research Service                   7, V
  Animal and Plant Health Inspection Service      7, III; 9, I
  Chief Financial Officer, Office of              7, XXX
  Commodity Credit Corporation                    7, XIV
  Cooperative State Research, Education, and      7, XXXIV
       Extension Service
  Economic Research Service                       7, XXXVII
  Energy, Office of                               7, XXIX
  Environmental Quality, Office of                7, XXXI
  Farm Service Agency                             7, VII, XVIII
  Federal Acquisition Regulation                  48, 4
  Federal Crop Insurance Corporation              7, IV
  Food and Nutrition Service                      7, II
  Food Safety and Inspection Service              9, III
  Foreign Agricultural Service                    7, XV
  Forest Service                                  36, II
  Grain Inspection, Packers and Stockyards        7, VIII; 9, II
       Administration
  Information Resources Management, Office of     7, XXVII
  Inspector General, Office of                    7, XXVI
  National Agricultural Library                   7, XLI
  National Agricultural Statistics Service        7, XXXVI
  Natural Resources Conservation Service          7, VI
  Operations, Office of                           7, XXVIII
  Procurement and Property Management, Office of  7, XXXII
  Rural Business-Cooperative Service              7, XVIII, XLII
  Rural Development Administration                7, XLII
  Rural Housing Service                           7, XVIII, XXXV
  Rural Telephone Bank                            7, XVI
  Rural Utilities Service                         7, XVII, XVIII, XLII
  Secretary of Agriculture, Office of             7, Subtitle A
  Transportation, Office of                       7, XXXIII
  World Agricultural Outlook Board                7, XXXVIII
Air Force Department                              32, VII
  Federal Acquisition Regulation Supplement       48, 53
Air Transportation Stabilization Board            14, VI
Alcohol and Tobacco Tax and Trade Bureau          27, I
Alcohol, Tobacco, Firearms, and Explosives,       27, II
     Bureau of
AMTRAK                                            49, VII
American Battle Monuments Commission              36, IV
American Indians, Office of the Special Trustee   25, VII
Animal and Plant Health Inspection Service        7, III; 9, I
Appalachian Regional Commission                   5, IX

[[Page 658]]

Architectural and Transportation Barriers         36, XI
     Compliance Board
Arctic Research Commission                        45, XXIII
Armed Forces Retirement Home                      5, XI
Army Department                                   32, V
  Engineers, Corps of                             33, II; 36, III
  Federal Acquisition Regulation                  48, 51
Benefits Review Board                             20, VII
Bilingual Education and Minority Languages        34, V
     Affairs, Office of
Blind or Severely Disabled, Committee for         41, 51
     Purchase From People Who Are
Broadcasting Board of Governors                   22, V
  Federal Acquisition Regulation                  48, 19
Census Bureau                                     15, I
Centers for Medicare & Medicaid Services          42, IV
Central Intelligence Agency                       32, XIX
Chief Financial Officer, Office of                7, XXX
Child Support Enforcement, Office of              45, III
Children and Families, Administration for         45, II, III, IV, X
Civil Rights, Commission on                       45, VII
Civil Rights, Office for                          34, I
Coast Guard                                       33, I; 46, I; 49, IV
Coast Guard (Great Lakes Pilotage)                46, III
Commerce Department                               44, IV
  Census Bureau                                   15, I
  Economic Affairs, Under Secretary               37, V
  Economic Analysis, Bureau of                    15, VIII
  Economic Development Administration             13, III
  Emergency Management and Assistance             44, IV
  Federal Acquisition Regulation                  48, 13
  Fishery Conservation and Management             50, VI
  Foreign-Trade Zones Board                       15, IV
  Industry and Security, Bureau of                15, VII
  International Trade Administration              15, III; 19, III
  National Institute of Standards and Technology  15, II
  National Marine Fisheries Service               50, II, IV, VI
  National Oceanic and Atmospheric                15, IX; 50, II, III, IV, 
       Administration                             VI
  National Telecommunications and Information     15, XXIII; 47, III
       Administration
  National Weather Service                        15, IX
  Patent and Trademark Office, United States      37, I
  Productivity, Technology and Innovation,        37, IV
       Assistant Secretary for
  Secretary of Commerce, Office of                15, Subtitle A
  Technology, Under Secretary for                 37, V
  Technology Administration                       15, XI
  Technology Policy, Assistant Secretary for      37, IV
Commercial Space Transportation                   14, III
Commodity Credit Corporation                      7, XIV
Commodity Futures Trading Commission              5, XLI; 17, I
Community Planning and Development, Office of     24, V, VI
     Assistant Secretary for
Community Services, Office of                     45, X
Comptroller of the Currency                       12, I
Construction Industry Collective Bargaining       29, IX
     Commission
Consumer Product Safety Commission                5, LXXI; 16, II
Cooperative State Research, Education, and        7, XXXIV
     Extension Service
Copyright Office                                  37, II
Copyright Royalty Board                           37, III
Corporation for National and Community Service    45, XII, XXV
Cost Accounting Standards Board                   48, 99
Council on Environmental Quality                  40, V
Court Services and Offender Supervision Agency    28, VIII
     for the District of Columbia
Customs and Border Protection Bureau              19, I
Defense Contract Audit Agency                     32, I
Defense Department                                5, XXVI; 32, Subtitle A; 
                                                  40, VII

[[Page 659]]

  Advanced Research Projects Agency               32, I
  Air Force Department                            32, VII
  Army Department                                 32, V; 33, II; 36, III, 
                                                  48, 51
  Defense Acquisition Regulations System          48, II
  Defense Intelligence Agency                     32, I
  Defense Logistics Agency                        32, I, XII; 48, 54
  Engineers, Corps of                             33, II; 36, III
  National Imagery and Mapping Agency             32, I
  Navy Department                                 32, VI; 48, 52
  Secretary of Defense, Office of                 32, I
Defense Contract Audit Agency                     32, I
Defense Intelligence Agency                       32, I
Defense Logistics Agency                          32, XII; 48, 54
Defense Nuclear Facilities Safety Board           10, XVII
Delaware River Basin Commission                   18, III
District of Columbia, Court Services and          28, VIII
     Offender Supervision Agency for the
Drug Enforcement Administration                   21, II
East-West Foreign Trade Board                     15, XIII
Economic Affairs, Under Secretary                 37, V
Economic Analysis, Bureau of                      15, VIII
Economic Development Administration               13, III
Economic Research Service                         7, XXXVII
Education, Department of                          5, LIII
  Bilingual Education and Minority Languages      34, V
       Affairs, Office of
  Civil Rights, Office for                        34, I
  Educational Research and Improvement, Office    34, VII
       of
  Elementary and Secondary Education, Office of   34, II
  Federal Acquisition Regulation                  48, 34
  Postsecondary Education, Office of              34, VI
  Secretary of Education, Office of               34, Subtitle A
  Special Education and Rehabilitative Services,  34, III
       Office of
  Vocational and Adult Education, Office of       34, IV
Educational Research and Improvement, Office of   34, VII
Elementary and Secondary Education, Office of     34, II
Emergency Oil and Gas Guaranteed Loan Board       13, V
Emergency Steel Guarantee Loan Board              13, IV
Employee Benefits Security Administration         29, XXV
Employees' Compensation Appeals Board             20, IV
Employees Loyalty Board                           5, V
Employment and Training Administration            20, V
Employment Standards Administration               20, VI
Endangered Species Committee                      50, IV
Energy, Department of                             5, XXIII; 10, II, III, X
  Federal Acquisition Regulation                  48, 9
  Federal Energy Regulatory Commission            5, XXIV; 18, I
  Property Management Regulations                 41, 109
Energy, Office of                                 7, XXIX
Engineers, Corps of                               33, II; 36, III
Engraving and Printing, Bureau of                 31, VI
Environmental Protection Agency                   5, LIV; 40, I, IV, VII
  Federal Acquisition Regulation                  48, 15
  Property Management Regulations                 41, 115
Environmental Quality, Office of                  7, XXXI
Equal Employment Opportunity Commission           5, LXII; 29, XIV
Equal Opportunity, Office of Assistant Secretary  24, I
     for
Executive Office of the President                 3, I
  Administration, Office of                       5, XV
  Environmental Quality, Council on               40, V
  Management and Budget, Office of                5, III, LXXVII; 14, VI; 
                                                  48, 99
  National Drug Control Policy, Office of         21, III
  National Security Council                       32, XXI; 47, 2
  Presidential Documents                          3
  Science and Technology Policy, Office of        32, XXIV; 47, II

[[Page 660]]

  Trade Representative, Office of the United      15, XX
       States
Export-Import Bank of the United States           5, LII; 12, IV
Family Assistance, Office of                      45, II
Farm Credit Administration                        5, XXXI; 12, VI
Farm Credit System Insurance Corporation          5, XXX; 12, XIV
Farm Service Agency                               7, VII, XVIII
Federal Acquisition Regulation                    48, 1
Federal Aviation Administration                   14, I
  Commercial Space Transportation                 14, III
Federal Claims Collection Standards               31, IX
Federal Communications Commission                 5, XXIX; 47, I
Federal Contract Compliance Programs, Office of   41, 60
Federal Crop Insurance Corporation                7, IV
Federal Deposit Insurance Corporation             5, XXII; 12, III
Federal Election Commission                       11, I
Federal Emergency Management Agency               44, I
  Federal Acquisition Regulation                  48, 44
Federal Employees Group Life Insurance Federal    48, 21
     Acquisition Regulation
Federal Employees Health Benefits Acquisition     48, 16
     Regulation
Federal Energy Regulatory Commission              5, XXIV; 18, I
Federal Financial Institutions Examination        12, XI
     Council
Federal Financing Bank                            12, VIII
Federal Highway Administration                    23, I, II
Federal Home Loan Mortgage Corporation            1, IV
Federal Housing Enterprise Oversight Office       12, XVII
Federal Housing Finance Board                     12, IX
Federal Labor Relations Authority, and General    5, XIV; 22, XIV
     Counsel of the Federal Labor Relations 
     Authority
Federal Law Enforcement Training Center           31, VII
Federal Management Regulation                     41, 102
Federal Maritime Commission                       46, IV
Federal Mediation and Conciliation Service        29, XII
Federal Mine Safety and Health Review Commission  5, LXXIV; 29, XXVII
Federal Motor Carrier Safety Administration       49, III
Federal Prison Industries, Inc.                   28, III
Federal Procurement Policy Office                 48, 99
Federal Property Management Regulations           41, 101
Federal Railroad Administration                   49, II
Federal Register, Administrative Committee of     1, I
Federal Register, Office of                       1, II
Federal Reserve System                            12, II
  Board of Governors                              5, LVIII
Federal Retirement Thrift Investment Board        5, VI, LXXVI
Federal Service Impasses Panel                    5, XIV
Federal Trade Commission                          5, XLVII; 16, I
Federal Transit Administration                    49, VI
Federal Travel Regulation System                  41, Subtitle F
Fine Arts, Commission on                          45, XXI
Fiscal Service                                    31, II
Fish and Wildlife Service, United States          50, I, IV
Fishery Conservation and Management               50, VI
Food and Drug Administration                      21, I
Food and Nutrition Service                        7, II
Food Safety and Inspection Service                9, III
Foreign Agricultural Service                      7, XV
Foreign Assets Control, Office of                 31, V
Foreign Claims Settlement Commission of the       45, V
     United States
Foreign Service Grievance Board                   22, IX
Foreign Service Impasse Disputes Panel            22, XIV
Foreign Service Labor Relations Board             22, XIV
Foreign-Trade Zones Board                         15, IV
Forest Service                                    36, II
General Services Administration                   5, LVII; 41, 105
  Contract Appeals, Board of                      48, 61
  Federal Acquisition Regulation                  48, 5
  Federal Management Regulation                   41, 102

[[Page 661]]

  Federal Property Management Regulations         41, 101
  Federal Travel Regulation System                41, Subtitle F
  General                                         41, 300
  Payment From a Non-Federal Source for Travel    41, 304
       Expenses
  Payment of Expenses Connected With the Death    41, 303
       of Certain Employees
  Relocation Allowances                           41, 302
  Temporary Duty (TDY) Travel Allowances          41, 301
Geological Survey                                 30, IV
Government Accountability Office                  4, I
Government Ethics, Office of                      5, XVI
Government National Mortgage Association          24, III
Grain Inspection, Packers and Stockyards          7, VIII; 9, II
     Administration
Harry S. Truman Scholarship Foundation            45, XVIII
Health and Human Services, Department of          5, XLV; 45, Subtitle A
  Centers for Medicare & Medicaid Services        42, IV
  Child Support Enforcement, Office of            45, III
  Children and Families, Administration for       45, II, III, IV, X
  Community Services, Office of                   45, X
  Defense Acquisition Regulations System          48, 2
  Family Assistance, Office of                    45, II
  Federal Acquisition Regulation                  48, 3
  Food and Drug Administration                    21, I
  Human Development Services, Office of           45, XIII
  Indian Health Service                           25, V; 42, I
  Inspector General (Health Care), Office of      42, V
  Public Health Service                           42, I
  Refugee Resettlement, Office of                 45, IV
Homeland Security, Department of                  6, I
  Coast Guard                                     33, I; 46, I; 49, IV
  Coast Guard (Great Lakes Pilotage)              46, III
  Customs and Border Protection Bureau            19, I
  Federal Emergency Management Agency             44, I
  Immigration and Customs Enforcement Bureau      19, IV
  Immigration and Naturalization                  8, I
  Transportation Security Administration          49, XII
Housing and Urban Development, Department of      5, LXV; 24, Subtitle B
  Community Planning and Development, Office of   24, V, VI
       Assistant Secretary for
  Equal Opportunity, Office of Assistant          24, I
       Secretary for
  Federal Acquisition Regulation                  48, 24
  Federal Housing Enterprise Oversight, Office    12, XVII
       of
  Government National Mortgage Association        24, III
  Housing--Federal Housing Commissioner, Office   24, II, VIII, X, XX
       of Assistant Secretary for
  Housing, Office of, and Multifamily Housing     24, IV
       Assistance Restructuring, Office of
  Inspector General, Office of                    24, XII
  Public and Indian Housing, Office of Assistant  24, IX
       Secretary for
  Secretary, Office of                            24, Subtitle A, VII
Housing--Federal Housing Commissioner, Office of  24, II, VIII, X, XX
     Assistant Secretary for
Housing, Office of, and Multifamily Housing       24, IV
     Assistance Restructuring, Office of
Human Development Services, Office of             45, XIII
Immigration and Customs Enforcement Bureau        19, IV
Immigration and Naturalization                    8, I
Immigration Review, Executive Office for          8, V
Independent Counsel, Office of                    28, VII
Indian Affairs, Bureau of                         25, I, V
Indian Affairs, Office of the Assistant           25, VI
     Secretary
Indian Arts and Crafts Board                      25, II
Indian Health Service                             25, V; 42, I
Industry and Security, Bureau of                  15, VII
Information Resources Management, Office of       7, XXVII
Information Security Oversight Office, National   32, XX
   Archives and Records Administration
[[Page 662]]

Inspector General
  Agriculture Department                          7, XXVI
  Health and Human Services Department            42, V
  Housing and Urban Development Department        24, XII
Institute of Peace, United States                 22, XVII
Inter-American Foundation                         5, LXIII; 22, X
Interior Department
  American Indians, Office of the Special         25, VII
       Trustee
  Endangered Species Committee                    50, IV
  Federal Acquisition Regulation                  48, 14
  Federal Property Management Regulations System  41, 114
  Fish and Wildlife Service, United States        50, I, IV
  Geological Survey                               30, IV
  Indian Affairs, Bureau of                       25, I, V
  Indian Affairs, Office of the Assistant         25, VI
       Secretary
  Indian Arts and Crafts Board                    25, II
  Land Management, Bureau of                      43, II
  Minerals Management Service                     30, II
  National Indian Gaming Commission               25, III
  National Park Service                           36, I
  Reclamation, Bureau of                          43, I
  Secretary of the Interior, Office of            43, Subtitle A
  Surface Mining and Reclamation Appeals, Board   30, III
       of
  Surface Mining Reclamation and Enforcement,     30, VII
       Office of
Internal Revenue Service                          26, I
International Boundary and Water Commission,      22, XI
     United States and Mexico, United States 
     Section
International Development, United States Agency   22, II
     for
  Federal Acquisition Regulation                  48, 7
International Development Cooperation Agency,     22, XII
     United States
International Fishing and Related Activities      50, III
International Investment, Office of               31, VIII
International Joint Commission, United States     22, IV
     and Canada
International Organizations Employees Loyalty     5, V
     Board
International Trade Administration                15, III; 19, III
International Trade Commission, United States     19, II
Interstate Commerce Commission                    5, XL
James Madison Memorial Fellowship Foundation      45, XXIV
Japan-United States Friendship Commission         22, XVI
Joint Board for the Enrollment of Actuaries       20, VIII
Justice Department                                5, XXVIII; 28, I, XI; 40, 
                                                  IV
  Alcohol, Tobacco, Firearms, and Explosives,     27, II
       Bureau of
  Drug Enforcement Administration                 21, II
  Federal Acquisition Regulation                  48, 28
  Federal Claims Collection Standards             31, IX
  Federal Prison Industries, Inc.                 28, III
  Foreign Claims Settlement Commission of the     45, V
       United States
  Immigration Review, Executive Office for        8, V
  Offices of Independent Counsel                  28, VI
  Prisons, Bureau of                              28, V
  Property Management Regulations                 41, 128
Labor Department                                  5, XLII
  Benefits Review Board                           20, VII
  Employee Benefits Security Administration       29, XXV
  Employees' Compensation Appeals Board           20, IV
  Employment and Training Administration          20, V
  Employment Standards Administration             20, VI
  Federal Acquisition Regulation                  48, 29
  Federal Contract Compliance Programs, Office    41, 60
       of
  Federal Procurement Regulations System          41, 50
  Labor-Management Standards, Office of           29, II, IV
  Mine Safety and Health Administration           30, I
  Occupational Safety and Health Administration   29, XVII
  Public Contracts                                41, 50

[[Page 663]]

  Secretary of Labor, Office of                   29, Subtitle A
  Veterans' Employment and Training Service,      41, 61; 20, IX
       Office of the Assistant Secretary for
  Wage and Hour Division                          29, V
  Workers' Compensation Programs, Office of       20, I
Labor-Management Standards, Office of             29, II, IV
Land Management, Bureau of                        43, II
Legal Services Corporation                        45, XVI
Library of Congress                               36, VII
  Copyright Office                                37, II
  Copyright Royalty Board                         37, III
Local Television Loan Guarantee Board             7, XX
Management and Budget, Office of                  5, III, LXXVII; 14, VI; 
                                                  48, 99
Marine Mammal Commission                          50, V
Maritime Administration                           46, II
Merit Systems Protection Board                    5, II
Micronesian Status Negotiations, Office for       32, XXVII
Mine Safety and Health Administration             30, I
Minerals Management Service                       30, II
Minority Business Development Agency              15, XIV
Miscellaneous Agencies                            1, IV
Monetary Offices                                  31, I
Morris K. Udall Scholarship and Excellence in     36, XVI
     National Environmental Policy Foundation
National Aeronautics and Space Administration     5, LIX; 14, V
  Federal Acquisition Regulation                  48, 18
National Agricultural Library                     7, XLI
National Agricultural Statistics Service          7, XXXVI
National and Community Service, Corporation for   45, XII, XXV
National Archives and Records Administration      5, LXVI; 36, XII
  Information Security Oversight Office           32, XX
National Bureau of Standards                      15, II
National Capital Planning Commission              1, IV
National Commission for Employment Policy         1, IV
National Commission on Libraries and Information  45, XVII
     Science
National Council on Disability                    34, XII
National Counterintelligence Center               32, XVIII
National Credit Union Administration              12, VII
National Crime Prevention and Privacy Compact     28, IX
     Council
National Drug Control Policy, Office of           21, III
National Foundation on the Arts and the           45, XI
     Humanities
National Highway Traffic Safety Administration    23, II, III; 49, V
National Imagery and Mapping Agency               32, I
National Indian Gaming Commission                 25, III
National Institute for Literacy                   34, XI
National Institute of Standards and Technology    15, II
National Labor Relations Board                    5, LXI; 29, I
National Marine Fisheries Service                 50, II, IV, VI
National Mediation Board                          29, X
National Oceanic and Atmospheric Administration   15, IX; 50, II, III, IV, 
                                                  VI
National Park Service                             36, I
National Railroad Adjustment Board                29, III
National Railroad Passenger Corporation (AMTRAK)  49, VII
National Science Foundation                       5, XLIII; 45, VI
  Federal Acquisition Regulation                  48, 25
National Security Council                         32, XXI
National Security Council and Office of Science   47, II
     and Technology Policy
National Telecommunications and Information       15, XXIII; 47, III
     Administration
National Transportation Safety Board              49, VIII
National Weather Service                          15, IX
Natural Resources Conservation Service            7, VI
Navajo and Hopi Indian Relocation, Office of      25, IV
Navy Department                                   32, VI
  Federal Acquisition Regulation                  48, 52

[[Page 664]]

Neighborhood Reinvestment Corporation             24, XXV
Northeast Interstate Low-Level Radioactive Waste  10, XVIII
     Commission
Nuclear Regulatory Commission                     5, XLVIII; 10, I
  Federal Acquisition Regulation                  48, 20
Occupational Safety and Health Administration     29, XVII
Occupational Safety and Health Review Commission  29, XX
Offices of Independent Counsel                    28, VI
Oklahoma City National Memorial Trust             36, XV
Operations Office                                 7, XXVIII
Overseas Private Investment Corporation           5, XXXIII; 22, VII
Patent and Trademark Office, United States        37, I
Payment From a Non-Federal Source for Travel      41, 304
     Expenses
Payment of Expenses Connected With the Death of   41, 303
     Certain Employees
Peace Corps                                       22, III
Pennsylvania Avenue Development Corporation       36, IX
Pension Benefit Guaranty Corporation              29, XL
Personnel Management, Office of                   5, I, XXXV; 45, VIII
  Federal Acquisition Regulation                  48, 17
  Federal Employees Group Life Insurance Federal  48, 21
       Acquisition Regulation
  Federal Employees Health Benefits Acquisition   48, 16
       Regulation
Pipeline and Hazardous Materials Safety           49, I
     Administration
Postal Rate Commission                            5, XLVI; 39, III
Postal Service, United States                     5, LX; 39, I
Postsecondary Education, Office of                34, VI
President's Commission on White House             1, IV
     Fellowships
Presidential Documents                            3
Presidio Trust                                    36, X
Prisons, Bureau of                                28, V
Procurement and Property Management, Office of    7, XXXII
Productivity, Technology and Innovation,          37, IV
     Assistant Secretary
Public Contracts, Department of Labor             41, 50
Public and Indian Housing, Office of Assistant    24, IX
     Secretary for
Public Health Service                             42, I
Railroad Retirement Board                         20, II
Reclamation, Bureau of                            43, I
Refugee Resettlement, Office of                   45, IV
Regional Action Planning Commissions              13, V
Relocation Allowances                             41, 302
Research and Innovative Technology                49, XI
     Administration
Rural Business-Cooperative Service                7, XVIII, XLII
Rural Development Administration                  7, XLII
Rural Housing Service                             7, XVIII, XXXV
Rural Telephone Bank                              7, XVI
Rural Utilities Service                           7, XVII, XVIII, XLII
Saint Lawrence Seaway Development Corporation     33, IV
Science and Technology Policy, Office of          32, XXIV
Science and Technology Policy, Office of, and     47, II
     National Security Council
Secret Service                                    31, IV
Securities and Exchange Commission                17, II
Selective Service System                          32, XVI
Small Business Administration                     13, I
Smithsonian Institution                           36, V
Social Security Administration                    20, III; 48, 23
Soldiers' and Airmen's Home, United States        5, XI
Special Counsel, Office of                        5, VIII
Special Education and Rehabilitative Services,    34, III
     Office of
State Department                                  22, I; 28, XI
  Federal Acquisition Regulation                  48, 6
Surface Mining and Reclamation Appeals, Board of  30, III
Surface Mining Reclamation and Enforcement,       30, VII
     Office of
Surface Transportation Board                      49, X
Susquehanna River Basin Commission                18, VIII

[[Page 665]]

Technology Administration                         15, XI
Technology Policy, Assistant Secretary for        37, IV
Technology, Under Secretary for                   37, V
Tennessee Valley Authority                        5, LXIX; 18, XIII
Thrift Supervision Office, Department of the      12, V
     Treasury
Trade Representative, United States, Office of    15, XX
Transportation, Department of                     5, L
  Commercial Space Transportation                 14, III
  Contract Appeals, Board of                      48, 63
  Emergency Management and Assistance             44, IV
  Federal Acquisition Regulation                  48, 12
  Federal Aviation Administration                 14, I
  Federal Highway Administration                  23, I, II
  Federal Motor Carrier Safety Administration     49, III
  Federal Railroad Administration                 49, II
  Federal Transit Administration                  49, VI
  Maritime Administration                         46, II
  National Highway Traffic Safety Administration  23, II, III; 49, V
  Pipeline and Hazardous Materials Safety         49, I
       Administration
  Saint Lawrence Seaway Development Corporation   33, IV
  Secretary of Transportation, Office of          14, II; 49, Subtitle A
  Surface Transportation Board                    49, X
  Transportation Statistics Bureau                49, XI
Transportation, Office of                         7, XXXIII
Transportation Security Administration            49, XII
Transportation Statistics Bureau                  49, XI
Travel Allowances, Temporary Duty (TDY)           41, 301
Treasury Department                               5, XXI; 12, XV; 17, IV; 
                                                  31, IX
  Alcohol and Tobacco Tax and Trade Bureau        27, I
  Community Development Financial Institutions    12, XVIII
       Fund
  Comptroller of the Currency                     12, I
  Customs and Border Protection Bureau            19, I
  Engraving and Printing, Bureau of               31, VI
  Federal Acquisition Regulation                  48, 10
  Federal Law Enforcement Training Center         31, VII
  Fiscal Service                                  31, II
  Foreign Assets Control, Office of               31, V
  Internal Revenue Service                        26, I
  International Investment, Office of             31, VIII
  Monetary Offices                                31, I
  Secret Service                                  31, IV
  Secretary of the Treasury, Office of            31, Subtitle A
  Thrift Supervision, Office of                   12, V
Truman, Harry S. Scholarship Foundation           45, XVIII
United States and Canada, International Joint     22, IV
     Commission
United States and Mexico, International Boundary  22, XI
     and Water Commission, United States Section
Utah Reclamation Mitigation and Conservation      43, III
     Commission
Veterans Affairs Department                       38, I
  Federal Acquisition Regulation                  48, 8
Veterans' Employment and Training Service,        41, 61; 20, IX
     Office of the Assistant Secretary for
Vice President of the United States, Office of    32, XXVIII
Vocational and Adult Education, Office of         34, IV
Wage and Hour Division                            29, V
Water Resources Council                           18, VI
Workers' Compensation Programs, Office of         20, I
World Agricultural Outlook Board                  7, XXXVIII

[[Page 667]]



List of CFR Sections Affected



All changes in this volume of the Code of Federal Regulations that were 
made by documents published in the Federal Register since January 1, 
2001, are enumerated in the following list. Entries indicate the nature 
of the changes effected. Page numbers refer to Federal Register pages. 
The user should consult the entries for chapters and parts as well as 
sections for revisions.
For the period before January 1, 2001, see the ``List of CFR Sections 
Affected, 1949-1963, 1964-1972, 1973-1985, and 1986-2000'' published in 
11 separate volumes.

                                  2001

29 CFR
                                                                   66 FR
                                                                    Page
Chapter XVII
1926.500--1926.503 (Subpart M) Authority citation revised...........5265
1926.500 (a)(2)(iii) and (a)(3)(iv) revised; (a)(2)(v) and (vi) 
        redesignated as (a)(2)(vi) and (vii); new (a)(2)(v) added; 
        eff. 7-18-01................................................5265
    Regulation at 66 FR 5265 delayed...............................37137
1926.750--1926.761 (Subpart R) Revised; eff. 7-18-01................5265
    Regulation at 66 FR 5265 delayed...............................37137

                                  2002

29 CFR
                                                                   67 FR
                                                                    Page
Chapter XVII
1926 Request for public comment....................................54103
1926.200--1926.203 (Subpart G) Authority citation revised...18112, 57736
1926.200 (g)(2) revised; eff. 8-13-02..............................18112
    Regulation at 67 FR 18112 withdrawn............................46375
    (g)(2) revised.................................................57736
1926.201 (a) revised; eff. 8-13-02.................................18112
    Regulation at 67 FR 18112 withdrawn............................46375
    (a) revised....................................................57736
1926.202 Revised; eff. 8-13-02.....................................18112
    Regulation at 67 FR 18112 withdrawn............................46375
    Revised........................................................57736
1926.203 (c) revised; eff. 8-13-02.................................18112
    Regulation at 67 FR 18112 withdrawn............................46375
    (c) revised....................................................57736

                                  2003

29 CFR
                                                                   68 FR
                                                                    Page
Chapter XVII
1926 Announcement..................................................35172

                                  2004

29 CFR
                                                                   69 FR
                                                                    Page
Title 29 Nomenclature change.......................................18803
Chapter XVII
1926.50--1926.66 (Subpart D) Authority citation revised............70373
1926.60 (e)(1)(iii) revised........................................70373
1926.300--1926.307 (Subpart I) Authority citation revised..........31882
1926.307 (e)(1)(i) and (o)(5)(ii) amended..........................31882

                                  2005

29 CFR
                                                                   70 FR
                                                                    Page
Chapter XVII
1926.50--1926.66 (Subpart D) Authority citation revised.............1143
1926.60 (f)(7)(i) revised...........................................1143
1926.62 (d)(8)(i) and (e)(2)(v) revised.............................1143

[[Page 668]]

1926.1000--1926.1003 (Subpart W) Authority citation revised........76985
1926.1002 Revised..................................................76985
1926.1003 Revised..................................................76985
1926.1000--1926.1003 (Subpart W) Appendix A added..................76985
1926.1100--1926.1152 (Subpart Z) Authority citation revised.........1143
1926.1101 (f)(5) revised; (g)(6)(iii) removed.......................1143
1926.1127 (d)(5)(i) revised; (l)(10)(i) introductory text amended 
                                                                    1144

                                  2006

29 CFR
                                                                   71 FR
                                                                    Page
Chapter XVII
1926.1--1926.5 (Subpart A) Authority citation revised..............38086
1926.5 Table amended (OMB numbers).................................38086
1926.50--1926.66 (Subpart D) Authority citation revised....10381, 16674, 
                                                                   50191
1926.55 Appendix A amended.........................................10381
    Appendix A correctly amended...................................36009
1926.60 (o)(4)(iii), (5)(i), (iii), (7)(ii), (iii) and (8)(i) 
        amended....................................................16674
    (q) and (s) removed; (r) redesignated as (q); (f)(8)(iii) and 
new (q) revised....................................................16674
    Table 1 removed; (i)(3)(i) revised.............................50191
1926.62 (n)(1)(iii), (2)(iv) and (6)(iv) amended...................16674
    (d)(2)(v)(F) revised; (p) and (r) removed; (q) redesignated as 
(p); Appendix B amended............................................16674
    (f)(3)(i) revised; (f)(3)(ii) Table 1 removed..................50191
1926.750--1926.761 (Subpart R) Authority citation revised....2885, 16674
1926.754 (c)(3) removed.............................................2885
    (c) revised....................................................16674
1926.750--1926.761 (Subpart R) Appendix B removed...................2885
1926.800 (j)(3) amended............................................16674
1926.1000--1926.1003 (Subpart W) Appendix A amended................41130
1926.1002 Regulation at 70 FR 76985 confirmed.......................9909
    (h)(1)(v) revised..............................................41129
1926.1003 Regulation at 70 FR 76985 confirmed.......................9909
1926.1000--1926.1003 (Subpart W) Regulation at 70 FR 76985 
        confirmed...................................................9909
1926.1071--1926.1092 (Subpart Y) Authority citation revised........16675
1926.1092 Removed..................................................16675
1926.1100--1926.1152 (Subpart Z) Authority citation revised.......10382, 
                                                            16675, 50191
1926.1101 (n)(2)(iii), (3)(i), (iii), (7)(ii), (iii) and (8)(i) 
        amended....................................................16674
    (q) removed....................................................16675
    (h)(3) revised.................................................50191
1926.1126 Added....................................................10382
1926.1127 (p) and (q)(1) removed; (q)(2) redesignated as (q); new 
        (q) revised................................................16675
    (g)(3)(i) revised..............................................50192

                                  2007

29 CFR
                                                                   72 FR
                                                                    Page
Chapter XVII
1926 Policy statement..............................................54826
1926.95--1926.107 (Subpart E) Authority citation revised...........64429
1926.95 (d) added..................................................64429

                                  2008

29 CFR
                                                                   73 FR
                                                                    Page
Chapter XVII
1926.20--1926.35 (Subpart C) Authority citation revised............75588
1926.20 (f) added..................................................75588
1926.50--1926.66 (Subpart D) Authority citation revised............75588
1926.60 (i)(1) introductory text and (2) revised...................75588
1926.62 (f)(1) introductory text, (2)(i) and (l)(1)(ii) revised....75588
1926.750--1926.761 (Subpart R) Authority citation revised..........75589
1926.761 (b) revised...............................................75589
1926.1100--1926.1152 (Subpart Z) Authority citation revised........75589
1926.1101 (h)(1) introductory text, (2) and (k)(9)(i) revised......75589
1926.1126 (f)(1) introductory text and (2) revised.................75589
1926.1127 (g)(1) introductory text, (2)(i) and (m)(4)(i) revised 
                                                                   75589

[[Page 669]]

                                  2009

    (Regulation published from January 1, 2009, through July 1, 2009)

29 CFR
                                                                   74 FR
                                                                    Page
Chapter XVII
1926.1101 (h)(2)(i) correctly revised................................858


                                  [all]