<?xml version="1.0" encoding="iso-8859-1" ?>
<doc callnum="G70.212 .N4 N42 1993">
<metadata>
	<titleStmt>
		<mainTitle nfc="0"><title>Road surface management system plan</title>/<titleExt>for the Town of Hampton Falls</titleExt>/<respStmt>By the Rockingham Planning Commission.</respStmt></mainTitle>
	</titleStmt>
	<authorStmt>
		<persAuthor><name type="surname">Komornick, Leigh G. (senior planner)</name></persAuthor>
		<persAuthor><name type="surname">Ahnert, David. (GIS Specialist).</name></persAuthor>
		<corpAuthor><name type="jurisdiction">Rockingham Planning Commission.</name></corpAuthor>
	</authorStmt>
	<imprint><pubPlace>Exeter, Nh.</pubPlace><pubName>The Commission</pubName><pubDate>1993</pubDate></imprint>
	<classStmt>
		<locClass>
			<subject cat="top">Geographic information system.</subject>
		</locClass>
		<locClass>
			<subject cat="top">Roads</subject>
			<subject cat="geo">New Hampshire</subject>
			<subject cat="geo">Hampton Falls.</subject>
		</locClass>
		<locClass>
			<subject cat="top">Regional planning</subject>
			<subject cat="geo">New Hampshire</subject>
			<subject cat="geo">Hampton.</subject>
		</locClass>
		<locClass>
			<subject cat="top">Land use</subject>
			<subject cat="geo">New Hampshire</subject>
			<subject cat="geo">Hampton Falls.</subject>
		</locClass>
	</classStmt>
</metadata>

<text xml:space="preserve">
<pb n="1" />

      work    task 91-7.8
      work    product 7
                                 Rockingham
                                 Planning
                                                          0                        121 Water Street, Exeter, N.H. 03833-2487
                                 Commission                                                                               603-778-0885

          Atkinson    Brentwood    Danville   EastKingston   Epping    Exeter   Fremont    Greenland    Hampstead    Hampton     HamptonFalls
                   Kingston   NewCastle    Newfields - Newington     Newton    NorthHampton      Plaistow - Porstmouth    Rye    Salem
                                              Sandown     Seabrook   SouthHampton      Stratham   Windham
<pb n="2" />

                       (ROAD SURFACE MANAGEMENT SYSTEM PLAN
                           FOR THE TOWN OF HAMPTON FALLS

                                    JUNE, 1993
   qM-

   Zr-

                 Prepared by Rockingham Planning Commission Staff
                        Leigh G. Komornick, Senior Planner
                           David Ahnert, GIS Specialist

                          Rockingham Planning Commission
                                  121 Water Street
                                 Exeter, NH 03833

       This report was funded in part by a grant from the Of f ice of State
       Planning, New Hampshire Coastal Program, as authorized by the National
       Oceanic and Atmospheric Administration (NOAA) , Award Number NA170ZO311-
       01.
<pb n="3" />

                                     TABLE OF CONTENTS

                                                                                    Page

       SECTION I - INTRODUCTION       ..........................................       I

       SECTION II     INVENTORY INFORMATION      ................................      3

       SECTION III     ROAD CONDITION SURVEY RESULTS     ........................      4

       SECTION IV     ANALYSIS AND REPORTS     ..................................      5

       A.     Summary of Repair Strategies (Paved and Unpaved Roads)
              And Bar Charts ................................................          6

       B.     Repair Summary - General Strategies (Paved and Unpaved Roads). 7

       C.     Summary of Projected Repairs (Paved and Unpaved Roads)        ........   8

       Do     summary of Projected Repairs (Paved and Unpaved Roads) -
              Maintenance Selection Based Upon Maximum Duration
              Improvement  ...................................................         9

       E.     Summary of Projected Repairs (Paved and Unpaved Roads) -
              Maintenance Selection Based Upon Duration/Cost
            "Ratio---.. ... a        .........  so ... *o-o ... o ...

       F.     Prioritized Listing of Repair Summary (Paved and Roads) . o      ... so 11

       Go     Prioritized Listing of Projected Repairs
              (Paved Roads) .............  so ......... o.o ........ o.........  o ... 12

       APPENDIX I: HAMPTON FALL'S ROAD MAINTENANCE AND REPAIR STRATEGIES..13
<pb n="4" />

                                     SECTION I

                                    INTRODUCTION

                            Hampton Falls Town Officials

                                   Guide To The

                        Road Surface Management System Plan

       In the fall of 1992, the Hampton Falls Planning Board and Selectmen
       requested that the Rockingham Planning Commission develop a Road
       Surface Management System Plan as part of the NH Coastal Program Funds,
       with the required fifty percent (50%) match provided by the Town. The
       plan was subsequently developed during the month of June.

       The Hampton Fall's RSMS Plan contains Inventory Information, a Road
       Condition Survey, Reports A through G, and Appendix I - the Road
       Maintenance and Repair Strategies. An explanation of their contents is
       presented before each section or report.

       Reports A through G represent the significant findings and recommenda-
       tions of the study.    The Inventory Information and Road Condition
       Survey Results are used in the development of the analysis reports.

       It is intended that the data contained in reports A through G will form
       the basis for objective decisions about overall road surface manage-
       ment, repair strategies and costs of the repairs in Hampton Falls.
       While this system is not intended to replace detailed engineering
       analysis and evaluation of Hampton Fall's roads, the information will
       enable Hampton Falls to schedule roadway maintenance needs and develop
       an annual budget.
<pb n="5" />

      Furthermore, the Hampton Falls Road Surf ace Management Plan was
      developed as a tool to provide the decision makers with an easily
      understood and comprehensive assessment of local road maintenance
      needs, repair strategies and costs. RSMS should be used by the Road
      Agent as a tool f or planning and scheduling repair work as well as
      preparing a repair budget. It should not be thought of as a design

      aid.

                                       2
<pb n="6" />

                                     SECTION II

                               INVENTORY INFORMATION

       This is the basic information which the New Hampshire Department of
       Transportation (NHDOT) provided with some of the information updated by
       the Rockingham Planning Commission (RPC) while conducting field work to
       reflect the actual road mileage, surface types, and pavement widths of
       the roads in Hampton Falls.

       The material contained in this section is for informational purposes,
       however it represents a crucial ingredient f or production of the
       analysis reports.

                                          3
<pb n="7" />

     Page No. I                                        ROAD SURFACE MANAGEMENT SYSTEM                                        Date: 07/02/93

                                                                  PAVED ROADS
                                                             INVENTORY INFORMATION

                                                                                                            ROAD                        T YR
     ROAD MAHE            HAINT   INVENTORY START END        LENGTH        DIRECTION OF TRAVEL              WDTH SURFACE   SHLD ROAD    H
                          DIV.    NUMBER     MILES MILES     MILES   (FROM STREET)       (TO STREET)        (FT) TYk       TYPE VOLUME  ? INS

     BALDWIN PLACE        VI      000000-000   0.000  0.137   0.137  END                 FRYING PAN LN       24  KISC-ASP  ERTH LOW     Y 93
     BIRCH DR             VI      000000-000   0.000  0.115   0.115  DRINKWATER RD.      END                 24  SURF TR   ERTH LOW     Y 93
     BRIMNER LN-1         VI      000000-000   0.000  0.548   0.548  ROUTE 1             END                 14  MISC-ASP  ERTH LOW     Y 93
     BROWN IN             VI      000000-000   0.000  0.194   0.194  ROUTE 1             END                 18  SURF TR   ERTH LOW     Y 93
     BROWN RD             VI      000000-000   0.000  1.757   1.757  NORTH               SOUTH               22  SURF TR   ERTH HOD     Y 93
     CRANK RD             VI      000000-000   0.000  1.054   1.054  ROUTE 84            DRINKWATER RD       22  RISC-ASP  ERTH HOD     Y 93
     CRESTVIEW AVE        VI      000000-000   0.000  0.095   0.095  GLENWOOD AVE        JANVRIN AVE         20  KISC-ASP  ERTH LOW     Y 93
     CURTIS RD-2          VI      000000-000   0.000  0.491   0.491  END OF CR-1         MASON RD            20  KISC-ASP  ERTH LOW     Y 93
     DEPOT RD-1           VI      000000-OW    0.000  0.647   0.647  ROUTE 1             END                 20  RISC-ASP  ERTH N-LOW   Y 93
                                        -000   0.000  0.264   0.264  PAGES IN                                         -ASP ERTH HIGH    Y 93@
     DODGE RD             VI      000000                                                 ROUTE 84            22  RISC
     DRINK WATER  RD      VI      000000-000   0.000  2.930   2.930  KENSINGTON T.L.     RT. 1               20  SURF TR   ERTH HOD     Y 93
     EVERGREEN RD         VI      000000-000   0.000  0.341   0.341  ROUTE 88 END        KING ST END         20  KISC-ASP  ERTH LOW     Y 93
     FRYING PAN IN        VI      000000-000   0.000  0.420   0.420  KING ST             END                 18  NISC-ASP  ERTH H-LOW   Y 93
     GLENWOOD DR          VI      000000-000   0.000  0.237   0.237  ROUTE 84            END                 22  KISC-ASP  ERTH LOW     Y 93
     GOODWIN RD           VI      000000-000   0.000  0.525   0.525  CRANK RD            ROUTE   84          20  KISC-ASP  ERTH NOD     Y 93
     HILLCREST DRIVE      VI      000000-000   0.000  0.214   0.214  DRINKWATER RD.      END                 20  RISC-ASP  ERTH LOW     Y 93
     JANVRIN AVE          VI      000000-000   0.000  0.071   0.071  CRESTVIEW AVE       ROUTE   84          22  KISC-ASP  ERTH LOW     Y 93
     KING ST              VI      000000-000   0.000  0.557   0.557  SANBORN RD          CURTIS RD           18  SURF TR   ERTH LOW     Y 93
     KAPLE AVE            VI      000000-OW    0.000  0.066   0.066  GLENWOOD AVE        END                 20  KISC-ASP  ERTH LOW     Y 93
     KARTHAIS COURT       VI      000000-000   0.000  0.289   0.289  ROUTE 88            END                 24  SURF TR   ERTH LOW     Y 93
     MEADOW LANE          VI      000000-000   0.000  0.202   0.202  DEPOT RD            END                 20  RISC-ASP  ERTH LOW     Y 93
     MERRILL RD           VI      000000-000   0.000  0.139   0.139  DEPOT RD            END                 20  SURF TR   ERTH LOW     Y 93
     KILL LAE             VI      000000-OW    0.000  0.691   0.691  ROUTE 84            END                 20  KISC-ASP  ERTH HIGH    Y 93
     MASON RD             VI      000000-OW    0.000  1.352   1.352  ROUTE 88            ROUTE 84            22  SURF TR   ERTH H-LOW   Y 93
     OAK DRIVE            VI      000000-000   0.000  0.245   0.245  DRINKWATER RD.      BIRCH DR.           24  SURF TR   ERTH LOW     Y 93
     OLD COACH  IN        VI      000000-000   0.000  0.605   0.605  EAST                WEST                20  MISC-ASP  ERTH LOW     Y 93
     OLD STAGE  ROAD      VI      000000-OW    0.000  0.698   0.698  BROWN RD            END                 20  KISC-ASP  ERTH LOW     Y 93
     ORCHARD DR           VI      000000-000   0.000  0.182   0.182  SANBORN RD          END                 24  RISC-ASP  ERTH LOW     Y 93
     PENHOLLOW IN         VI      000000-OW    0.000  0.142   0.142  FRYING PAN IN       END                 22  NISC-ASP  ERTH LOW     Y 93
     RRESCOTT LANE        VI      000000-000   0.000  0.469   0.469  KING ST             END                 20  HISC-ASP  ERTH M-LOW   Y 93
     RIVER RD             VI      000000-OW    0.000  0.362   0.362  KING ST             END                 20  KISC-ASP  ERTH LOW     Y 93
     SANBORN RD           VI      000000-000   0.440  1.396   0.956  ROUTE 88            KING ST             20  SURF TR   ERTH HOD     Y 93
     STARD RD             VI      000000-000   0.000  0.249   0.249  ROUTE 84            END                 20  KISC-ASP  ERTH LOW     Y 93
     SURREY LANE          VI      WOOOO-000    0.000  0.177   0.177  ROUTE 88            END                 20  HISC-ASP  ERTH LOW     Y 93
     TAYLOR RIVER RD      VI      000000-M     0.000  0.224   0.224  ROUTE 88            END                 22  SURF TR   ERTH LOW     Y 93
     TOWLE FARM RD        VI      000000-OW    0.000  0.209   0.209  BROWN RD            END                 20  KISC-ASP  ERTH LOW     Y 93
     VICTORIA DRIVE       VI      000000-000   0.000  0.439   0.439  ROUTE 88            END                 24  RISC-ASP  ERTH LOW     Y 93
     WOODLAWN AVE         VI      000000-000   0.000  0.157   0.157  MAPLE AVE           JANVRIX             22  RISC-ASP  ERTH LOW     Y 93
                            Town  Maintained Riles           18.450
                            Non Maintained Miles              0.000
                            TOTAL MILES                      18.450
<pb n="8" />

       Page No. 2                                        ROAD SURFACE MANAGEMENT SYSTEM                                       Date: 07/02/93

                                                                   UNPAVED ROADS
                                                              INVENTORY INFORMATION

                                                                                                             ROAD                       T  YR
       ROAD NAME            MAINT   INVENTORY START END        LENGTH       DIRECTION OF TRAVEL              WDTH SURFACE   SHLD ROAD   M
                            DIV.    NUMBER     MILES MILES    MILES   (FROM STREET)       (TO STREET)        (FT) TYPE      TYPE VOLUME ?  INS

       BRIKKER LN-2         VI      000000-000  0.560   0.650  0.090  END OF BR-1         END                 12  GRAVEL    NONE LOW    Y  93
       CURTIS RD-1          VI      000000-M    0.000   0.380  0.380  KING ST             HASON RD            18  GRAVEL    NONE LOW    Y  93
       DEPOT RD-2           VI      000000-000  0.660   0.750  0.090  END OF DR-1         END                 16  GRAVEL    NONE LOW    Y  93
       PARSONAGE RD         VI      000000-000  0.000   0.260  0.260  ROUTE 88            DRINKWATER RD       16  GRAVEL    NONE LOW    Y  93
       TOPPAN LN            VI      000000-000  0.000   0.170  0.170  END                 OLD STAGE RD        18  GRAVEL    NONE LOW    Y  93
                              Town  Maintained Miles           0.990
                              Ron Maintained Miles             0.000
                              TOTAL MILES                      0.990
<pb n="9" />

                                     SECTION III

                           ROAD CONDITION SURVEY RESULTS

       In June of 1993, RPC staff conducted a survey of every town maintained
       road in Hampton Falls. The following is a summary of results from the
       road condition survey. From left to right, the f irst column is the
       name of the road and below it an associated road inventory number.
       This number can be determined by the Town. The second column, "Start
       of Section," is the number which appears when the road is called up on
       the computer. These figures are included in the standard information

       which is received f rom the NHDOT. The column entitled "End of Section"

       represents the f igure calculated by the "fifth wheel" which is attached
       to the back of the vehicle and to the odometer during the road survey.
       In most instances, the start of section is 0.00, but in a few cases it
       may be a preset number (such as 34). (These figures are derived from
       the YHDOT inventory and are tied into the Straight Line Diagrams which
       is the basic information the State establishes on road profiles). The
       end of section figure represents the length of that particular section
       or road.   Please note one exception is that if there is already a
       f igure in the "Start of Section" column, then the number is subtracted
       from the figure in the "End of Section" column to determine the total
       length of the section or road.

       The fourth column contains information on direction of travel, with the
       f irst name representing the road at which the survey began and the
       second name being the road which is travelled to.

       The next seven columns represent the actual survey results and are
       described in detail in the RSMS manual.     This information should be

       used for internal purposes only,     f or example, when the roads are
       updated annually, the information could be compared.

                                          4
<pb n="10" />

         Page No. 1                                        ROAD SURFACE MANAGEMENT SYSTEM                                          Date: 07/02/93

                                                                      PAVED ROADS
                                                   SUMMARY OF RESULTS FROM ROAD CONDITION SURVEY

         ROAD NAME    START    END      TRAVEL DIRECTION      LONG / TRANS ALLIGATOR         PATCHES/ EDGE             DRAINAGE ROUGHNESS RUTTING
         INVEN NO.     SECTION  SECTION FROM:                 CRACKING        CRACKING       POTHOLES CRACKING
         KAINT.DIV.     (Miles)  (Miles) To                   SEVERITY/EXT    SEVERITY/EXT   EXTENT    SEVERITY/EXT    (COND)   (COND)

         BALDWIN PLACE
         000000-000     0.000    0.137                          None            None         None        None          Good     Good       None

         BIRCH DR
         000000-000     0.000    0.032                        Low 10-30%      Mod 10-30%     None        None          Good     Good       Rutting

                        0.032    0.115                          None            None         None        None          Good     Good       None

         BRINKER LN-1
         000000-000     0.000    0.548                        Low 10-30%      Low &lt;10%       None      Low Mod.        Good     Good       None

         BROWN IN
         000000-000     0.000    0.039                          None          High &gt;30%      High        None          Poor     Poor       None

                        0.039    0.194                        Low 10-30%        None         None      Low Mod.        Fair     Good       None

         BROWN RD
         000000-000-'   0.000    1.757                        Mod   &gt;30%      Low 10-30%     Low       Low  Low        Poor     Good       Rutting

         CRANK RD
         000000-OW      0.000    0.170                        Kod   &gt;30%        None         None      Mod  Low        Poor     Good       None

                        0.170    0.307                        LOW   &lt;10%        None         None      Low  Low        Fair     Good       None

                        0.307    0.355                        Low   &gt;30%      Hod &gt;30%       None      LOW  LOW        Poor     Good       Rutting

                        0.355    1.054                        Low   &gt;30%      Mod &lt;10%       LOW       Low  Mod.       Fair     Good       Rutting

         CRESTVIEW AVE
         000000-000     0.000    0.095                        LOW   &lt;10%        None         None      Low  High       Fair     Good       None

         CURTIS RD-2
         000000-000     0.000    0.106                        Low   &gt;30%      Low &gt;30%       None        None          Fair     Good       None

                        0.106    0.491                        Hod   &gt;30%      Mod 10-30%     Low       Low High        Fair     Fair       Rutting

         DEPOT RD-1
         000000-000     0.000    0.647                        Low   10-30%      None         None      Mod High        Fair     Good       None
<pb n="11" />

        Page No. 2                                       ROAD SURFACE MANAGEMENT SYSTEM                                         Date: 07/02/93

                                                                    PAVED ROADS
                                                 SUMMARY OF RESULTS FROM ROAD CONDITION SURVEY

        ROAD HAKE    START    END     TRAVEL DIRECTION       LONG / TRANS   ALLIGATOR      PATCHES/ EDGE            DRAINAGE ROUGHNESS RUTTING
        INVEN NO.    SECTION  SECTION FROM:                  CRACKING       CRACKING       POTHOLES CRACKING
        KAINT.DIV.   (Miles)   (Miles) TO                    SEVERITY/EXT   SEVERITY/EXT   EXTENT    SEVERITY/EXT   (COND)    (COND)

        DODGE RD
        000000-000     0.000     0.264                       Low &gt;30%       Low &lt;10%       None      Low Mod.       Good      Good       None

        DRINK WATER RD
        000000-OW      0.000     0.122                       Low 10-30%     Low 10-30%     None        None         Poor      Good       None

                       0.122     1.476                       Mod 10-30%       None         None      Low Mod.       Fair      Good       None

                       1.476     2.930                       Low 10-30%       None         None      Low Low        Good      Good       None

        EVERGREEN RD
        000000-000     0.000     0.341                         None           None         None        None         Good      Good       None

        FRYING PAN LN
        000000-000     0.000     0.110                       Low 10-30%       None         None      Low Low        Fair      Good       None

                       0.110     0.193                         None           None         None        None         Fair      Good       None

                       0.193     0.420                       Hod &gt;30%       Mod &gt;30%       Low       Low Mod.       Fair      Fair       Rutting

        GLENWOOD DR
        000000-000     0.000     0.237                       Low 10-30%     Low &lt;10%       None      Low Mod.       Fair      Good       None

      .'GOODWIN RD
        000000-000     0.000     0.174                         None           None         None      Mod Mod.       Fair      Good       Rutting

                       0.174     0.383                         None           None         None        None         Good      Good       None

                       0.383     0.525                       Low &gt;30%       Low 10-30%     None      LOW LOW        Fair      Good       Rutting

        HILLCREST DRIVE
        000000-000     0.000     0.214                         None           None         None        None         Good      Good       None

        JANVRIN AVE
        000000-000     0.000     0.071                       Low &gt;30%         None         None      Mod High       Fair      Good       None

        KING ST
        000000-000     0.000     0.557                         None           None         None        None         Good      Good       None
<pb n="12" />

         Page No. 3                                       ROAD SURFACE MANAGEMENT SYSTEM                                        Date: 07/02/93

                                                                     PAVED ROADS
                                                  SUMMARY OF RESULTS FROM ROAD CONDITION SURVEY

         ROAD NAME    START    END     TRAVEL DIRECTION      LONG / TRANS   ALLIGATOR      PATCHES/ EDGE            DRAINAGE ROUGHNESS RUTTING
         INVEN NO.     SECTION  SECTION FROM:                CRACKING       CRACKING       POTHOLES CRACKING
         MAINT.DIV.    (Miles)  (Miles) To                   SEVERITY/EXT   SEVERITY/EXT   EXTENT    SEVERITY/EXT   (COND)    (COND)

         MAPLE AVE
         000000-000     0.000    0.066                       Low 10-30%     Low &gt;30%       None        None         Poor      Good       None

         MARTHA'S COURT
         000000-000     0.000    0.289                         None           None         None        None         Fair      Good       None

         MEADOW LANE
         000000-000     0.000    0.202                       LOW &lt;10%         None         None      Low Mod.       Fair      Good       None

         MERRILL RD
         000000-000     0.000    0.139                       Mod &gt;30%       Low 10-30%     None      Mod High       Fair      Fair       None

         KILL LANE
         000000-000     0.000    0.691                         None           None         None        None         Good      Good       None

         NASON RD
         000000-OOOr'   0.000    1.352                       Mod &gt;30%       Mod &gt;30%       None      Low High       Fair      Good       Rutting

         OAK DRIVE
         000000-OW      0.000    0.245                         None           None         None        None         Poor      Good       None

       .-OLD COACH IN
         000000-000     0.000    0.605                         None           None         None        None         Poor      Good       None

         OLD STAGE ROAD
         000000-000     0.000    0.102                       LOW &lt;10%         None         None      Low Low        Good      Good       None

                        0.102    0.276                       Mod &gt;30%       High &gt;30%      Mod       Mod High       Poor      Poor       Rutting

                        0.276    0.698                       Mod &gt;30%       Low 10-30%     Mod       Low Mod.       Fair      Fair       None

         ORCHARD DR
         000000-000     0.000    0.182                         None           None         None        None         Fair      Good       None

         PENHOLLOW LN
         000000-000     0.000    0.142                         None           None         None        None         Good      Good       None
<pb n="13" />

        Page No. 4                                       ROAD SURFACE MANAGEMENT SYSTEM                                        Date: 07/02/93

                                                                   PAVED ROADS
                                                 SUN MAR Y OF RESULTS FROM ROAD CONDITION SURVEY

        ROAD NAME    START     END    TRAVEL DIRECTION      LONG / TRANS    ALLIGATOR      PATCHES/ EDGE            DRAINAGE ROUGHNESS RUTTING
        INVEN NO.    SECTION  SECTION FROM:                 CRACKING        CRACKING       POTHOLES CRACKING
        KAINT.DIV.   (Miles)   (Miles) TO                   SEVERITY/EXT    SEVERITY/EXT   EXTENT    SEVERITY/EXT   (COND)   (COND)

        PRESCOTT LANE
        000000-000     0.000     0.469                        None            None         None        None         Poor     Good       None

        RIVER RD
        000000-000     0.000     0.362                        None            None         None        None         Good     Good       None

        SAWRN RD
        000000-000     0.440     0.605                        None          Low 10-30%     None      Low Low        Good     Good       None

                       0.605     1.396                        None            None         None        None         Good     Good       None

        STARD RD
        000000-000     0.000     0.249                        None            None         None        None         Good     Good       None

        SURREY LANE
        000000-000     0.000     0.177                        None            None         None        None         Good     Good       None

        TAYLOR RIVER RD
        000000-000     0.000     0.224                        None            None         None        None         Poor     Good       None

        TOWLE FARM RD
        000000-000     0.000     0.209                        None            None         LOW       Mod Higb       Good     Good       Rutting

        VICTORIA DRIVE
        000000-WO      0.000     0.439                        None            None         None        None         Good     Good       None

        WOODLAWN AVE
        000000-000     0.000     0.157                      Low 10-30%      Low &lt;10%       None      Low Low        Fair     Good       None
<pb n="14" />

         Page No.      I                                  ROAD SURFACE MANAGEMENT SYSTEM                                        Date: 07/02/93

                                                                    UNPAVED ROADS
                                                  SUMMARY OF RESULTS FROM ROAD CONDITION SURVEY

         ROAD NAME    START    END OF TRAVEL DIRECTION     CROSS    ROADSIDE CORRUGATIONS     DUST     POTHOLES      RUTTING       LOOSE
         INVEN NO.    SECTION  SECTION FROM:               SECTION DRAINAGE                                                        AGGREGATE
         MAINT.DIV.   (Miles)  (Hiles) TO                  (COND)   (COND)   SEVERITY/EXT (COND)       SEVERITY/EXT  SEVERITY/EXT  SEVERITY/EXT

         BRINKER LN-2
         000000-000      0.56     0.65                     FAIR     FAIR       None          Medium    Low / LOW     Mod / &gt;30%    Low / LOW

         CURTIS RD
         000000-000      0.00     0.38                     POOR     POOR     Mod /10-30%     Medium    High/HIGH     High/ &gt;30%    High/ NED

         DEPOT RD-2
         000000-000      0.66     0.75                     POOR     POOR       None          Medium    Higb/HIGH     High/ &gt;30%    Low / LOW

         PARSONAGE RD
         000000-000      0.00     0.26                     POOR     POOR      High/ &gt;30%     Heavy     High/HIGH     High/ &gt;30%    High/ NED

         TOPPAN IN
         000000-000      0.00     0.17                     GOOD     FAIR       None          Medium    Low    LOW    Low /10-30%   Low    LOW
<pb n="15" />

                                    SECTION IV

                               ANALYSIS AND REPORTS

                                         5
<pb n="16" />

                       REPORT A - SUMMARY OF REPAIR STRATEGIES

                      (PAVED AND UNPAVED ROADS) AND BAR CHARTS

       Report A is the Summary of Repair Strategies f or paved and unpaved
       roads in Hampton Falls with associated bar charts.      The information
       demonstrates that the largest percentage of Hampton Fall's roads are in
       good condition, with thirty-six percent (36%) requiring no work. The
       remaining percentage of roads are distributed among reconstruction,
       rehabilitation, preventative and routine maintenance repair categories.

                                          6
<pb n="17" />

    07/02/93               ROAD SURFACE MANAGEMENT SYSTEM                      V93.1
                      PAVED ROADS - SUMMARY OF REPAIR STRATEGIES

            REPAIR STRATEGY                              DISTANCE     PERCENT

            ---------------                           ------------    -------
            RECONSTRUCTION                              2.64 Hiles     14.3 %

            R M BILITATION                              3.46 Miles     18.7 %

            PREVENTATIVE                                2.48 Miles     13.4 %

            ROUTINE KAINT                               3.27 Hiles     17.7 %

            NONE REQUIRED                               6.61 Hiles     35.8 %

            TOTAL                                      18.45 Miles

            Network Condition Rating                    68.4

                                    PAVED ROADS
                                DISTANCE   STRATEGY
    miles
    10.0

     8.0

     6.0

     4.0

     2.0

                                      #1#111111111 1111MM11       1#1#111#11H

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

          Reconstruct    Rehab.       Prevent        Routine     None Req'd

              14.3 %        18.7          13.4          17.7         35.8 %
               2.6 Mi.       3.5 Mi.       2.5 Mi.        3.3 Mi.      6.6 Mi.
<pb n="18" />

      07/02/93               ROAD SURFACE MANAGEMENT SYSTEM                      V93.1
                        UNPAVED ROADS - SUMMARY OF REPAIR STRATEGIES

             REPAIR STRATEGY                               DISTANCE     PERCENT

             ---------------                             ------------   -------
             RECONSTRUCTION                               0.73 Miles    74.0 %

             REHABILITATION                               0.09 Miles      9.0 %

             PREVENTATIVE                                 0.17 Miles     17.0 %

             ROUTINE KAINT                                0.00 Miles     0.0 %

             NONE REQUIRED                                0.00 Miles      0.0 %

             TOTAL                                        0.98 Miles

             Network Condition Rating                     28.6 %

                                    UNPAVED ROADS
                                 DISTANCE    STRATEGY
      Miles
      1.0

      0.8

      0.6

      0.4

      0.2

         0---------------------------------------------------------------------

           Reconstruct    Rehab.        Prevent      Routine      None Req'd

               74.0 %         9.0          17.0 %         0.0 %         0.0 %
                0.7 Mi.       0.1 Mi.       0.2 Mi.       0.0 Mi.       0.0 Mi.
<pb n="19" />

                  REPORT B - REPAIR SUMMARY - GENERAL STRATEGIES

                              (PAVED AND UNPAVED ROADS)

       Report B represents the analysis of the road condition survey with
       recommended general repair strategies having been selected from a set
       of decision tables programmed in RSMS. The repair strategies fall into
       seven categories:   I)Defer; 2) Cracks; 3) Patches; 4) Drainage; 5)
       Surface Coats 6) Overlays; and 7) Reconstruct. These seven repair
       categories are associated with surface distresses in the decision
       tables. For example, in the Longitudinal/Transverse Cracking table, a
       low severity and less- than 10% extent points to the Seal Coats
       category.  If it was high severity and greater than 30% extent the
       repair strategy is Thin Overlay. The decision tables for each of the
       surface distress characteristics are shown in the Appendix in the RSMS

       Manual.

                                          7
<pb n="20" />

              Page No.    1                                ROAD SURFACE KANAGEMENT SYSTEM                                         Date: 07/02/93
                                                         REPAIR SUM MAR Y - GENERAL STRATEGIES
                                                                  FLEXIBLE PAVEKENT

          ROAD NAKE              INVEN      HAINT DIRECTION OF TRAVEL                       SECT   SECT    SECT
                                 NUMBER     DIV.    FROM                TO                  START END      LENGTH GENERAL GENERAL
                                                    STREET              STREET              (Mi.) (Mi.)    (Mi.) STRATEGY REPAIR COMMENTS

          BALDWIN PLACE          000000-000                                                  0.000   0.137  0.137  NONE REQ
          BIRCH DR               000000-000                                                  0.000   0.032  0.032  RECONST  REBUILD
          BIRCH DR               000000-000                                                  0.032   0.115  0.083  NONE REQ
          BRINKER LN-1           000000-000                                                  0.000   0.548  0.548  ROUTINE  CRACKS
          BROWN IN               000000-000                                                  0.000   0.039  0.039  RECONST  REBUILD     DRAIN. POOR
          BROWN IN               OOM-000                                                     0.039   0.194  0.155  ROUTINE  CRACKS
          BROWN RD               000000-000                                                  0.000   1.757  1.757  REHAB    OVERLAY     DRAIN. POOR.
          CRANK RD               000000-OW                                                   0.000   0.170  0.170  PREVENT  SURFCOAT    DRAIN. POOR
          CRANK RD               000000-000                                                  0.170   0.307  0.137  ROUTINE  CRACKS
          CRANK RD               000000-000                                                  0.307   0.355  0.048  RECONST  REBUILD     DRAIN. POOR-
          CRANK RD               000000-000                                                  0.355   1.054  0.699  REM      OVERLAY
          CRESTVIEW AVE          000000-000                                                  0.000   0.095  0.095  PREVENT  SURFCOAT
          CURTIS RD-2            000000-M                                                    0.000   0.106  0.106  PREVENT  SURFCOAT
          CURTIS RD-2            000000-000                                                  0.106   0.491  0.385  RECONST  REBUILD
          DEPOT RD-1             000000-000                                                  0.000   0.647  0.647  REHAB    OVERLAY
          DODGE RD               000000-000                                                  0.000   0.264  0.264  PREVENT  SURFCOAT
          DRINK WATER RD         000000-000                                                  0.000   0.122  0.122  NONE REQ             DRAIN. POOR
          DRINK WATER RD         000000-000                                                  0.122   1.476  1.354  PREVENT  SURFCOAT
          DRINK WATER RD         000000-000                                                  1.476   2.930  1.454  ROUTINE  CRACKS
          EVERGREEN RD           000000-000                                                  0.000   0.341  0.341  NONE REQ
          FRYING PAN IN          000000-000                                                  0.000   0.110  0.110  ROUTINE  CRACKS
          FRYING PAN IN          000000-000                                                  0.110   0.193  0.083  NONE REQ
          FRYING PAN,LN          000000-000                                                  0.193   0.420  0.227  RECONST  REBUILD
          GLENWOOD DR            000000-000                                                  0.000   0.237  0.237  ROUTINE  CRACKS
          GOODWIN RD             000000-000                                                  0.000   0.174  0.174  RECONST  REBUILD
          GOODWIN RD             000000-000                                                  0.174   0.383  0.209  NONE REQ
          GOODWIN RD             000000-000                                                  0.383   0.525  0.142  REHAB    OVERLAY
          HILLCREST DRIVE        000000-M                                                    0.000   0.214  0.214  NONE REQ
          JANVRIN AVE            000000-000                                                  0.000   0.071  0.071  REM      OVERLAY
        .71KING ST               000000-000                                                  0.000   0.557  0.557  NONE REQ
          KAPLE AVE              000000-000                                                  0.000   0.066  0.066  PREVENT  SURFCOAT    DRAIN. POOR
          MARTHA'S COURT         000000-000                                                  0.000   0.289  0.289  NONE REQ
          KEADOW LANE            000000-000                                                  0.000   0.202  0.202  ROUTINE  CRACKS
          MERRILL RD             000000-000                                                  0.000   0.139  0.139  REHAB    OVERLAY
          KILL LANE              000000-000                                                  0.000   0.691  0.691  NONE REQ
          NASOM RD               000000-000                                                  0.000   1.352  1.352  RECONST  REBUILD
          OAK DRIVE              000000-000                                                  0.000   0.245  0.245  NONE REQ             DRAIN. POOR
        -OLD COACH  IN           000000-000                                                  0.000   0.605  0.605  NONE REQ             DRAIN. POOR
          OLD STAGE ROAD         000000-000                                                  0.000   0.102  0.102  ROUTINE  CRACKS
          OLD STAGE ROAD         000000-000                                                  0.102   0.276  0.174  RECONST  REBUILD     DRAIN. POOR
          OLD STAGE ROAD         000000-000                                                  0.276   0.698  0.422  PREVENT  SURFCOAT
          ORCHARD DR             000000-000                                                  0.000   0.182  0.182  NONE REQ
          PENHOLLOW IN           000000-000                                                  0.000   0.142  0.142  NONE REQ
          PRESCOTT LANE          000000-000                                                  0.000   0.469  0.469  NONE REQ             DRAIN. POOR
          RIVER RD               000000-000                                                  0.000   0.362  0.362  NONE REQ
          SANBORN RD             000000-OW                                                   0.440   0.605  0.165  ROUTINE  CRACKS
          SANBORN RD             000000-000                                                  0.605   1.396  0.791  NONE REQ
<pb n="21" />

            Page No.    2                                ROAD SURFACE MANAGEMENT SYSTEM                                        Date: 07/02/93
                                                      REPAIR SUMMARY - GENERAL STRATEGIES
                                                                FLEXIBLE PAVEMENT

        ROAD NAME              INVEN      RAINT DIRECTION OF TRAVEL                       SECT   SECT    SECT
                               NUMBER     DIV.    FROM                TO                  START END      LENGTH GENERAL GENERAL
                                                  STREET              STREET              (Ni.) (Hi.)    (Ni.) STRAMY REPAIR COMMENTS

        STM RD                 000000-000                                                 0.000   0.249   0.249 NONE REQ
        SURREY LANE            000000-000                                                 0.000   0.177   0.177 NONE REQ
        TAYLOR RIVER RD        000000-000                                                 0.000   0.224   0.224 NONE REQ              DRAIN. POOR
        TOWLE FARM RD          000000-000                                                 0.000   0.209   0.209 REOONST   REBUILD
        VICTORIA DRIVE         000000-000                                                 0.000   0.439   0.439 NONE REQ
        WOODLAWN AVE           000000-000                                                 0.000   0.157   0.157 ROUTINE   CRACKS

            Total Mileage                                                                                18.450
<pb n="22" />

              Page No.     1                                ROAD SURFACE MANAGEMENT SYSTEM                                           Date: 07/02/93
                                                          REPAIR SUMMARY - GENERAL STRATEGIES
                                                                      UNPAVED ROADS

          ROAD NA14E             INVEN        MAINT DIRECTION OF TRAVEL                       SECT    SECT   SECT    REPAIR     COMMENTS
                                 NUMBER       DIV.    FROM                TO                  START END       LENGTH
                                                     STREET               STREET

          BRIM LN-2              000000-000                                                    0.560   0.648   0.088 REGRADE    FAIR DRAIN
          CURTIS RD              000000-000                                                    0.000   0.383   0.383 REBUILD    POOR DRAIN
          DEPOT RD-2             000000-000                                                    0.660   0.746   0.086 REBUILD    POOR DRAIN
          PARSONAGE RD           000000-000                                                    0.000   0.258   0.258 REBUILD    POOR DRAIN DUST CONTRO
          TOPPAN IN              000000-000                                                    0.000   0.167   0.167 RESHAPE    FAIR DRAIN

               Total Mileage                                                                                   0.982
<pb n="23" />

         REPORT C - SUMMARY OF PROJECTED REPAIRS (PAVED AND UNPAVED ROADS)

       Report C, Summary of Projected Repairs, is the specific fix within the
       recommended general repair strategies recommended in Report B f or paved
       and unpaved roads. The general and specific repairs are based upon the
       information on repair techniques and costs which was provided by the
       Hampton Falls Road Agent. In some cases, the suggested repairs which
       originally appeared in the program were deleted if they were not
       maintenance techniques practiced by the town.

       The last column in Report C is the total projected repair cost for the
       section or road. This figure is calculated by multiplying the length

       of the section or road times the number of f eet in a mile times the

       width to get the total number of square feet. This f igure is then
       multiplied by the dollars or cents per square foot. one exception for
       Hampton Falls is the repair labeled "Surfcoat" which, because Hampton
       Falls does not practice this maintenance technique, no cost could be
       provided. The program suggests this repair technique be utilized for
       this particular "fix."

                                          8
<pb n="24" />

     Page No.       1                                             ROAD SURFACE MANAGEMENT SYSTEM                                                  Date: 07/02/93
                                                                   SUMMARY OF PROJECTED REPAIRS
                                                                           FLEXIBLE PAVEMENT

     ROAD MAKE                 INVEN         MAINT ROAD SECT       SECT     SECT     REPAIR STRATEGIES                        UNITS     QUANTITY COST           EST.
                               NUMBER        DIV. WTH START        END       LENGTH                                                                  PER       REPAIR
                                                    (Ft) (Mi.)     (Mi.)    (Mi.)                                                                     UNIT      COST

     BALDWIN PLACE             000000-000              0    0.000 0.137 0.137 NONE REQUIRED

     BIRCH DR                  000000-000              0    0.000 0.032 0.032 REVERT TO GRAVEL                                SQ.FT.
                                                                                     RECLIMIR RECY W 20 HOT SURF MIX          SQ.FT.

     BIRCH DR                  000000-000              0    0.032 0.115 0.083        NONE REQUIRED

     BRIMMER LN-1              000000-000              0    0.000 0.548 0.548        FILL CRACKS                              LN.FT.        5,787 0.50            2,893

     BROWN IN                  000000-000              0    0.000 0.039 0.039        REVERT TO GRAVEL                         SQ.FT.
                                                                                     RECLIMIR RECY W 2n HOT SURF NIX          SQ.FT.
                                                                                   *GRADE SHOULDERS AND DITCHES               LN.FT.           412 0.04              16
                                                                                   *CLEAN GUTTERS/DITCHES W GRADER            LN.FT.           412 0.04              16

     BROWN LN                  000000-000              0    0.039 0.194 0.155 FILL CRACKS                                     LN.FT.        1,637 '6.50             818

     BROWN RD                  000000-000              0    0.000 1.757 1.757 THIN OVERLAY ( 1 INCH)                          SQ.FT.
                                                                                     HOT MIX SHIN COAT (LEVELING)             SQ.FT.
                                                                                     THICK HOT OVERLAY (2 INCH)               SQ.FT.
                                                                                   *GRADE SHOULDERS AND DITCHES               LN.FT.       18,554 0.04              742
                                                                                   *CLEAN GUTTERS/DITCHES W GRADER            LN.FT.       18,554 0.04              742

     CRANK RD                  000000-000              0    0.000 0.170 0.170 SURFCOAT

     CRANK RD                  000000-M                0    0.170 0.307 0.137 FILL CRACKS                                     IN. FT.          723 0.50             362

     CRANK RD                  000000-000              0    0.307 0.355 0.048 REVERT TO GRAVEL                                SQ.FT.
                                                                                     RECLIKIR RECY W 2" HOT SURF MIX          SQ. FT.
                                                                                   *GRADE SHOULDERS AND DITCHES               LN.FT.           507 0.04              20
                                                                                   *CLEAN GUTTERS/DITCHES W GRADER            IN. FT.          507 0.04              20

     CRANK    RD               000000-000              0    0.355 1.054 0.699 THIN OVERLAY ( 1 INCH)                          SQ.FT.
                                                                                     HOT MIX SHIN COAT (LEVELING)             SQ.FT.
                                                                                     THICK HOT OVERLAY (2 INCH)               SQ.FT.

     CRESTVIEW AVE             000000-000              0    0.000 0.095 0.095        SURFCOAT

     CURTIS RD-2               000000-000              0    O.ODO 0.106 0.106        SURFCOAT

     CURTIS RD-2               000000-000              0    0.106 0.491 0.385        REVERT TO GRAVEL                         SQ.FT.
                                                                                     RECLIMIR RECY W 2ft HOT SURF MIX         SQ. FT.

     DEPOT RD-1                000000-000              0    0.000 0.647 0.647        THIN OVERLAY ( 1 INCH)                   SQ.FT.
                                                                                     HOT MIX SHIM COAT (LEVELING)             SQ.FT.
                                                                                     THICK HOT OVERLAY (2 INCH)               SQ.FT.
<pb n="25" />

   Page No.      2                                        ROAD SURFACE MANAGEMENT SYSTEM                                         Date: 07/02/93
                                                           SUMMARY OF PROJECTED REPAIRS
                                                                 FLEXIBLE PAVEMENT

   ROAD NAME               INVEN      RAINT ROAD SECT      SECT   SECT    REPAIR STRATEGIES                    UNITS    QUANTITY COST        EST.
                           NUMBER     DIV. WTH START       END     LENGTH                                                           PER     REPAIR
                                             (Ft) (Mi.)    (Mi.) (Mi.)                                                              UNIT     COST

   DODGE RD                MOO-000               0  0.000 0.264 0.264 SURFCOAT

   DRINK WATER RD          000000-000            0  0.000 0.122 0.122 Drainage Work Required
                                                                         *GRADE SHOULDERS AND DITCHES          LN.FT.       1,288   0.04           52
                                                                         *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.       1,288   0.04           52

   DRINK WATER RD          000000-000            0  0.122 1.476 1.354 SURFCOAT

   DRINK WATER RD          000000-000            0  1.476   2.930   1.454 FILL CRACKS                          LN.FT.       15,354  0.50       7,677

   EVERGREEN RD            000000-000            0  0.000   0.341   0.341 NONE REQUIRED

   FRYING PAN IN           000000-000            0  0.000   0.110   0.110 FILL CRACKS                          LN.FT.       1,162   0.50         581

   FRYING PAR LN           000000-000            0  0.110   0.193   0.083 NONE REQUIRED

   FRYING PAN IN           000000-000            0  0.193   0.420   0.227 REVERT TO GRAVEL                     SQ.FT.
                                                                          RECLIMIR RECY W 29 HOT SURF MIX      SQ.FT.

   GLENWOOD DR             000000-000            0  0.000   0.237   0.237 FILL CRACKS                          LN.FT.       2,503 0.50         1,251

   GOODWIN RD              000000-000            0  0.000   0.174   0.174 REVERT TO GRAVEL                     SQ.FT.
                                                                          RECLIMIR RECY W 211 HOT SURF MIX     SQ.FT.

   GOODWIN RD              000000-000            0  0.174   0.383   0.209 NONE REQUIRED

   GOODWIN RD              000000-000            0  0.383   0.525   0.142 THIN OVERLAY ( 1 INCH)               SQ.FT.
                                                                          HOT MIX SHIN COAT (LEVELING)         SQ. FT.
                                                                          THICK HOT OVERLAY (2 INCH)           SQ.FT-

   HILLCREST DRIVE         000000-M              0  0.000   0.214   0.214 NONE REQUIRED

   JAMIN AVE               000000-000            0  0.000   0.071   0.071 THIN OVERLAY ( I INCH)               SQ.FT.
                                                                          HOT MIX SHIN COAT (LEVELING)         SQ.FT.
                                                                          THICK HOT OVERLAY (2 INCH)           SQ.FT.

   KING ST                 000000-000            0  0.000   0.557   0.557 NONE REQUIRED

   MAPLE AVE               000000-000            0  0.000   0.066   0.066 SURFCOAT

   MARTHA'S COURT          000000-000            0  0.000   0.289   0.289 NONE REQUIRED

   MEADOW LANE             000000-000            0  0.000   0.202   0.202 FILL CRACKS                          LN.FT.       1,067 0.50           533

   MERRILL RD              000000-000            0  0.000   0.139   0.139 THIN OVERLAY ( 1 INCH)               SQ.FT.
                                                                          HOT MIX SHIN COAT (LEVELING)         SQ.FT.
<pb n="26" />

     Page No.      3                                        ROAD SURFACE MANAGEMENT SYSTEM                                          Date: 07/02/93
                                                             SUMMARY OF PROJECTED REPAIRS
                                                                   FLEXIBLE PAVEMENT

     ROAD NAME              INVEN        MAINT ROAD SECT     SECT   SECT    REPAIR STRATEGIES                    UNITS     QUANTITY COST        EST.
                            NUMBER       DIV. WTH START      END     LENGTH                                                           PER       REPAIR
                                               (Ft) (Hi.)    (Hi.)   (Hi.)                                                            UNIT      COST

     MERRILL RD             000000-000            0   0.000 0.139 0.139 THICK HOT OVERLAY (2 INCH)               SQ.FT.

     KILL LANE              000000-000            0   0.000 0.691 0.691 NONE REQUIRED

     NASON RD               000000-000            0   0.000 1.352 1.352 REVERT TO GRAVEL                         SQ.FT.
                                                                            RECLIMIR RECY W 21 HOT SURF MIX      SQ.FT.

     OAK DRIVE              000000-WO             0   0.000 0.245 0.245 Drainage Work Required
                                                                           *GRADE SHOULDERS AND DITCHES          LN.FT.        2,587 0.04           103
                                                                           *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.        2,587  0.04          103

     OLD COACH  LN          000000-000            0   0.000 0.605 0.605 Drainage Work Required
                                                                           *GR,kDE SHOULDERS AND DITCHES         LN.FT.        6,389  0.04          256
                                                                           *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.        6,389  0.04          256

     OLD STAGE  ROAD        000000-000            0   0.000 0.102 0.102 FILL CRACKS                              LN.FT.           539 0.50          269

     OLD STAGE  ROAD        000000-000            0   0.102 0.276 0.174 REVERT TO GRAVEL                         SQ.FT.
                                                                            RECLIMIR RECY W 2w HOT SURF MIX      SQ.FT.
                                                                           *GRADE SHOULDERS AND DITCHES          LN.FT.        1,837  0.04            73
                                                                           *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.        1,837  0.04            73

     OLD STAGE ROAD'        000000-000            0   0.276 0.698 0.422 SURFCOAT

     ORCHARD DR             000000-000            0   0.000 0.182 0.182 NONE REQUIRED

     PENHOLLOW IN           000000-000            0   0.000   0.142   0.142 NONE REQUIRED

     PRESCOTT LANE          000000-000            0   0.000   0.469   0.469 Drainage Work Required
                                                                           *GRADE SHOULDERS AND DITCHES          LH.FT.        4,953 0.04           198
                                                                           *CLEAN GUTTERS/DITCHES W GRADER       LH.FT.        4,953 0.04           198

     RIVER RD               000000-000            0   0.000   0.362   0.362 NONE REQUIRED

     SANBORN RD             000000-000            0   0.440   0.605   0.165 FILL CRACKS                          LN.FT.          871 0.50           436

     SANBORN RD             000000-000            0   0.605   1.396   0.791 NONE REQUIRED

     STARD RD               OOM-000               0   0.000   0.249   0.249 NONE REQUIRED

     SURREY LANE            000000-000            0   0.000   0.177   0.177 NONE REQUIRED

     TAYLOR RIVER RD        000000-000            0   0.000   0.224   0.224 Drainage Work Required
                                                                           *GRADE SHOULDERS AND DITCHES          LN.FT.        2,365 0.04             95
                                                                           *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.        2,365 0.04             95
<pb n="27" />

   Page No.     4                                         ROAD SURFACE MANAGEMENT SYSTEM                                           Date- 07/02/93
                                                           SUMMARY OF PRDJECTED REPAIRS
                                                                  FLEXIBLE PAVEMENT

   ROAD NAME               INVEN       RAINT ROAD SECT     SECT    SECT    REPAIR STRATEGIES                    UNITS     QUANTITY COST        EST.
                           NUMBER      DIV. WTH START      END     LENGTH                                                            PER      REPAIR
                                              (Ft) (mi.)   (mi.)   (mi.)                                                             UNIT      COST

   TOkU FARM RD            000000-000           0   0.000 0.209 0.209 REVERT TO GRAVEL                          SQ.FT.
                                                                           RECLIKIR RECY W 211 HOT SURF NIX SQ-FT.

   VICTORIA DRIVE          000000-000           0    0.000  0.439   0.439 NONE REQUIRED

   WOODLAWN AVE            000000-000           0    0.000  0.157   0.157 FILL CRACKS                           LN.FT.        1,658 0.50           829
<pb n="28" />

     Page No.    I                                      ROAD SURFACE MANAGEMENT SYSTEM                                      Date: 07/02/93
                                                         SUMMARY OF PROJECTED REPAIRS
                                                                 UNPAVED ROADS

     ROAD NAME             INVEN      MAINT ROAD SECT    SECT   SECT    REPAIR STRATEGIES                  UNITS    QUANTITY COST      EST.
                           NUMBER     DIV. WTH START     END    LENGTH                                                        PER      REPAIR
                                             (Ft) (Mi.)  (Mi.)   (Mi.)                                                        UNIT     COST

     BRIMMER LN-2          000000-000         0    0.560 0.648 0.088 REGRADE                              SQ.YD.

     CURTIS RD             000000-000         0    0.000  0.383  0.383 POOR DRAIN

     DEPOT RD-2            000000-OW          0    0.660  0.746  0.086 POOR DRAIN

     PARSONAGE RD          000000-000         0    0.000  0.258  0.258 POOR DRAIN

     TOPPAN LN             000000-000         0    0.000  0.167  0.167 RESHAPE (DRAGGING OR BLADING)       SQ.YD.
<pb n="29" />

       REPORT D - SUMMARY OF PROJECTED REPAIRS (PAVED AND UNPAVED ROADS) -

          MAINTENANCE SELECTION BASED UPON MAXIMUM DURATION IMPROVEMENT

      The information contained in this report reflect recommended repairs
      based on the maximum duration of the improvement, regardless of cost.
      Therefore, if the Town chooses to spend more on the projected repair,
      the improvement will last longer than a less expensive repair strategy.

                                          9
<pb n="30" />

     Page No.     1                                       ROAD SURFACE MANAGEMENT SYSTEM                                         Date: 07/02/93
                                                        REPAIR SUMMARY - GENERAL STRATEGIES
                                                            SUN MAR Y OF PROJECTED REPAIRS
                                          Maintenance Selection Based Upon Maxim Duration haprovement

     ROAD NAME              INVEN       HAINT ROAD SECT    SECT - SECT     REPAIR MATE   GIES                  UNITS    QUANTITY COST        EST.
                            NUMBER     DIV. WTH START END           LENGTH                                                         PER      REPAIR
                                               (Ft) (mi.) (Mi.) _(Mi.)                                                             UNIT      COST
                                                                  ----------
     BALDWIN PLACE          000000-000         24    0.000 0.137 0.137 NONE REQUIRED

     BIRCH DR               OOM-000            24    0.000  0.032   0.032 RECLIMIR RECY W 2" HOT SURF MIX SQ.FT.            4,055 0.56         2,271

     BIRCH DR               000000-000         24    0.032  0.115   0.083 NONE REQUIRED

     BRIM    LN-1           000000-000         14    0.000  0.548   0.548 FILL CRACKS                          LN.FT.       5,787  0.50        2,893

     BROWN IN               000000-000         22    0.000  0.039   0.039 RECLIMIR RECY W 2n HOT SURF MIX      SQ.FT.       4,530  0.56        2,537
                                                                          *GRADE SHOULDERS AND DITCHES         LN.FT.         412  0.04           16
                                                                          *CLEAN GUTTERS/DITCHES W GRADER      LN.FT.         412  0.04           16

     BROWN LN               000000-000         18    0.039  0.194   0.155 FILL CRACKS                          LN.FT.       1,637  0.50          818

     BROWN RD               000000-000         22    0.000  1.757   1.757 THICK HOT OVERLAY (2 INCH)           SQ.FT.      204,093 0.40      81,637
                                                                          *GRADE SHOULDERS AND DITCHES         LN.FT.      18,554  0.04          742
                                                                          *CLEAN GUTTERS/DITCHES W GRADER      LN.FT.      18,554  0.04          742

     CRANK RD               000000-000         22    0.000  0.170   0.170 SURFODAT

     CRANK RD               000000-000         22    0.170  0.307   0.137 FILL CRACKS                          LN.FT.         723  0.50          362

     CRANK RD               000000-000         22    0.307  0.355   0.048 RECLIMIR RECY W 2ff HOT SURF MIX     SQ.FT.       5,576  0.56        3,122
                                                                          *GRADE SHOULDERS AND DITCHES         LN.FT.         507  0.04           20
                                                                          *CLEAN GUTTERS/DITCHES W GRADER      LN.FT.         507  0.04           20

     CRANK RD               000000-000         22    0.355  1.054   0.699 THICK HOT OVERLAY (2    INCH)        SQ.FT.      81,196  0.40      32,478

     CRESTVIEW AVE          000000-000         20    0.000  0.095   0.095 SURFCOAT

     CURTIS RD-2            000000-000         20    0.000  0.106   0.106 SWCOAT

     CURTIS RD-2            000000-000         22    0.106  0.491   0.385 RECLIMIR RECY W 28 HOT SURF MIX SQ.FT.           44,722 0.56       25,044

     DEPOT RD-1             000000-000         20    0.000  0.647   0.647 THICK HOT OVERLAY (2 INCH)           SQ.FT.      68,323 0.40       27,329

     DODGE RD               000000-WO          22    0.000  0.264   0.264 SURFCOAT

     DRINK WATER RD         000000-000         20    0.000  0.122   0.122 Drainage Work Required
                                                                          *GRADE SHOULDERS AND DITCHES         LN.FT.       1,288 0.04            52
                                                                          *CLEM GUTTERS/DITCHES W GRADER       LN.FT.       1,288 0.04            52

     DRINK WATER RD         000000-000         20    0.122  1.476   1.354 SURFCOAT

     DRINK WATER RD         000000-000         20    1.476  2.930   1.454 FILL CRACKS                          LN.FT.      15,354 0.50         7,677
<pb n="31" />

      Page No.       2                                           ROAD SURFACE MANAGEMENT SYSTEM                                                  Date: 07/02/93
                                                               REPAIR SUMMARY - GENERAL STRATEGIES
                                                                  SUMMARY OF PROJECTED REPAIRS
                                               Maintenance Selection Based Upon Maximum Duration Improvement

      ROAD NAME                INVEN         RAM ROAD SECT        SECT     SECT     REPAIR STRATEGIES                       UNITS      QUANTITY COST          EST.
                               NUMBER        DIV. WTH START END             LENGTH                                                                 PER       REPAIR
                                                    (Ft) (Mi.) (Mi.)       (Mi.)                                                                   UNIT       COST

      EVERGREEN RD             000000-000            20    0.000 0.341 0.341 NONE REQUIRED

      FRYING PAN IN            000000-000            18    0.000    0.110   0.110 FILL CRACKS                               LN.FT.         1,162 0.50             581

      FRYING PAN IN            OOM-000               18    0.110    0.193   0.083   NONE REQUIRED

      FRYING PAN IN            000000-000            22    0.193    0.420   0.227   RECLIMIR RECY W 20 HOT SURF MIX         SQ.FT.       26,368 0.56          14,766@

      GLENWOOD DR              000000-000            22    0.000    0.237   0.237   FILL CRACKS                             LH.FT.         2,503 0.50          1,251

      GOODWIN RD               000000-000            22    0.000    0.174   0.174   RECLIKIR RECY W 2" HOT SURF MIX         SQ.FT.       20,212 0.56          11,319

      GOODWIN RD               000000-M              20    0.174    0.383   0.209   NONE REQUIRED

      GOODWIN RD               000000-000            20    0.383    0.525   0.142   THICK HOT OVERLAY (2 INCH)              SQ.FT.       14,995 0.40           5,998

      HILLCREST DRIVE          000000-000            20    0.000    0.214   0.214   NONE REQUIRED

      JAMIN AVE                000000-000            22    0.000    0.071   0.071   THICK HOT OVERLAY (2 INCH)              SQ.FT.         8,247 0.40          3,299

      KING ST                  000000-000            18    0.000    0.557   0.557   NONE REQUIRED

      MAPLE AVE                000000-000            20    0.000    0.066   0.066   SURFOOAT

      Him's COURT              000000-000            24    0.000    0.289   0.289 NONE REQUIRED

      MEADOW LANE              000000-000            20    0.000    0.202   0.202   FILL CRACKS                             LN.FT.         1,067 0.50             533

      MERRILL RD               000000-000            20    0.000    0.139   0.139   THICK HOT OVERLAY (2 INCH)              SQ.FT.       14,678 0.40           5,871

      VLL   LANE               000000-000            20    0.000    0.691   0.691   NONE REQUIRED

      NASON RD                 000000-000            22    0.000    1.352   1.352   RECLIMIR RECY W 2" HOT SURF MIX         SQ.FT.      157,048 0.56          87,947

      OA                       000000-000            24    0.000    0.245   0.245   Drainage Work Required
                                                                                   *GRADE SHOULDERS AND DITCHES             LN.FT.         2,587 0.04             103
                                                                                   *CLEAN GUTTERS/DITCHES W GRADER          LN.FT.         2,587 0.04             103
      001C&amp;H.LN                000000-M              20    0.000    0.605   0.605 Drainage Work Required
                                                                                   *GRADE SHOULDERS AND DITCHES             LN.FT.         6,389 0.04             256
                                                                                   *CLEAN GUTTERS/DITCHES W GRADER          LN.FT.         6,389   0.04           256

      OLD STAGE RQAD...-       mooo-ooo              20    0.000    0.102, 0.102    FILL CRACKS                             LN.FT.            539  0.50           269,-

      OLD STAGE ROAD           000000-000            22    0.102    0.276 0.174     RECLIMIR RECY W 2ft HOT SURF MIX        SQ.FT.       20,212    0.56.      11,319
                                                                                   *GRADE SHOULDERS AND DITCHES             LA.FT.         1,837   0.04--           73
                                                                                   *CLEAN GUTTERS/DITCHES W GRADER          LN.FT.         1,837   0.04             73
<pb n="32" />

   Page No.     3                                        ROAD SURFACE MANAGEMENT SYSTEM                                          Date: 07/02/93
                                                       REPAIR SUMMARY - GENERAL STRATEGIES
                                                          SUMMARY OF PROJECTED REPAIRS
                                        Maintenance Selection Based Upon Maximum Duration Improvement

   ROAD NAME               INVEN      HAINT ROAD SECT     SECT    SECT    REPAIR STRATEGIES                    UNITS    QUANTITY COST       EST.
                           NUMBER     DIV. WTH START END           LENGTH                                                          PER      REPAIR
                                             (Ft) (mi.) (mi.)     (Mi.)                                                             UNIT    COST

   OLD STAGE ROAD          000000-000          20   0.276 0.698 0.422 SURFCOAT

   ORCHARD DR              000000-000          24   0.000 0.182 0.182 HOME REQUIRED

   PENHOLLOW LN            000000-000          22   0.000   0.142   0.142 NONE REQUIRED

   PRESCOTT LAN            000000-000          20   0.000   0.469   0.469 Drainage Work Required
                                                                         *GRADE SHOULDERS AND DITCHES          LN.FT.       4,953 0.04           198
                                                                         *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.       4,953 0.04           198

   RIM RD                  000000-000          20   0.000   0.362   0.362 NONE REQUIRED

   SANBORN RD              000000-000          20   0.440   0.605   0.165 FILL CRACKS                          LN.FT.         871 0.50           436

   SANBORN RD              000000-000          20   0.605   1.396   0.791 NONE REQUIRED

   STAB RD                 000000-000          20   0.000   0.249   0.249 NONE REQUIRED

   SURREY LANE             000000-000          20   0.000   0.177   0.177 NONE REQUIRED

   TAYLOR RIVER RD         000000-000          22   0.000   0.224   0.224 Drainage Work Required
                                                                         *GRADE SHOULDERS AND DITCHES          LN.FT.       2,365 0.04             95
                                                                         *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.       2,365 0.04             95

   TOWLE FARM RD           000000-000          22   0.000   0.209   0.209 RECLIKIR RECY W 211 HOT SURF MIX     SQ.FT.      24,277 &amp;.W          @1,595

   VICTORIA DRIVE          000000-000          24   0.000   0.439   0.439 NONE REQUIRED

   WOODL)kWN AVE           000000-000          22   0.000   0.157   0.157 FILL CRACKS                          LN.FT.       1,658 0.50           829

                                                                                    Total Estimated Repair Cost                             347,295
<pb n="33" />

     Page No.      1                                        ROAD SURFACE MANAGEMENT SYSTEM                                          Date: 07/02/93
                                                          REPAIR SUMMARY - GENERAL STRATEGIES
                                                             SUN MAR Y OF PROJECTED REPAIRS
                                           Maintenance Selection Based Upon Maximum Duration Improvement

     ROAD NAME               INVEN       HAINT ROAD SECT     SECT    SECT    REPAIR STRATEGIES                   UNITS     QUANTITY COST        EST.
                             NUMBER      DIV. WTH START END          LENGTH                                                           PER      REPAIR
                                                (Ft) (Mi.) (Mi.)     (Mi.)                                                             UNIT     COST

     BRIMM LN-2              000000-000          12   0.560 0.648 0.088 REGRADE                                  SQ.YD.          620 0.08            50

     CURTIS RD               000000-000            0  0.000   0.383   0.383 POOR DRAIN

     DEPOT RD-2              000000-000          20   0.660   0.746   0.086 POOR DRAIN

     PARSONAGE RD            000000-M            20   0.000   0.258   0.258 POOR DRAIN

     TOPPAN IN               000000-OW           18   0.000   0.167   0.167 RESHAPE (DRAGGING OR BLADING)        SQ.YD.        1,764 0.04            71

                                                                                       Total Estimated Repair Cost                                  120
<pb n="34" />

      REPORT E - SUMMARY OF PROJECTED REPAIRS (PAVED AND UNPAVED ROADS)
              MAINTENANCE SELECTION BASED UPON DURATIONLCOST RATIO

      The information contained in this report, in contrast to Report D
      represents lower cost repairs for a lower life of the improvement.

                                       10
<pb n="35" />

    Page No.      I                                        ROAD SURFACE MANAGEMENT SYSTEM                                          Date: 07/02/93
                                                         REPAIR SUMMARY - GENERAL STRATEGIES
                                                            SUMMARY OF PROJECTED REPAIRS
                                                Maintenance Selection Based Upon Duration/Cost Ratio

    ROAD NAME               INVEN       KAINT ROAD SECT     SECT    SECT   REPAIR STRATEGIES                    UNITS     QUANTITY COST        EST.
                            NUMBER      DIV. WTH START      END      LENGTH                                                          PER      REPAIR
                                                (Ft) (Mi.)  (Mi.)   (Mi.)                                                            UNIT      COST

    BALDWIN PLACE           000000-000          24   0.000 0.137 0.137 NONE REQUIRED

    BIRCH DR                000000-000          24   0.000   0.032   0.032 RECLIMIR RECY W 2" HOT SURF NIX SQ.FT.             4,055 0.56         2,271

    BIRCH DR                000000-000          24   0.032   0.115   0.083 NONE REQUIRED

    BRIMMER LN-1            000000-M            14   0.000   0.548   0.548 FILL CRACKS                          LN.FT.        5,787  0.50        2,893

    BROWN IN                000000-M            22   0.000   0.039   0.039 RECLIMIR RECY W 20 HOT SURF NIX      SQ.FT.        4,530  0.56        2,537
                                                                          *GRADE SHOULDERS AND DITCHES          LN.FT.          412  0.04           16
                                                                          *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.          412  0.04           16

    BROWN IN                000000-000          18   0.039   0.194   0.155 FILL CRACKS                          LN.FT.        1,637  0.50          818

    BROWN RD                000000-000          22   0.000   1.757   1.757 THIN OVERLAY ( 1 INCH)               SQ.FT.      204,093  0.20      40,819
                                                                          *GRADE SHOULDERS AND DITCHES          LN.FT.       18,554  0.04          742
                                                                          *CLEAN GUTTERS/DITCHES W GRADER       LN-FT-       18,554  0.04          742

    CRANK RD                000000-WO           22   0.000   0.170   0.170 SURFCOAT

    CRANK RD                000000-000          22   0.170   0.307   0.137 FILL CRACKS                          LN.FT.          723  0.50          362

    CRANK RD                000000-000          22   0.307   0.355   0.048 RECLIMIR RECY W 2" HOT SURF NIX      SQ.FT.        5,576  0.56        3,122
                                                                          *GRADE SHOULDERS AND DITCHES          LN.FT.          507  0.04           20
                                                                          *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.          507  0.04           20

    CRANK RD                000000-000          22   0.355   1.054   0.699 THIN OVERLAY ( 1 INCH)               SQ.FT.       81,196  0.20      16,239

    CRESTVIEW AVE           000000-000          20   0.000   0.095   0.095 SUMAT

    CURTIS RD-2             000000-000          20   0.000   0.106   0.106 SURFCOAT

    CURTIS RD-2             000000-OW           22   0.106   0.491   0.385 RECLIMIR RECY W 2" HOT SURF NIX SQ.FT.            44,722 0.56       25,044

    DEPOT RD-1              000000-000          20   0.000   0.647   0.647 THIN OVERLAY ( 1 INCH)               SQ.FT.       68,323 0.20       13,665

    DODGE RD                000000-000          22   0.000   0.264   0.264 SURFCOAT

    DRINK WATER RD          000000-000          20   0.000   0.122   0.122 Drainage Work Required
                                                                          *GRADE SHOULDERS AND DITCHES          LN.FT.        1,288 0.04            52
                                                                          *CLEAN GUTTERS/DITCHES W GRADER       LN.FT.        1,288 0.04            52

    DRINK WATER RD          000000-000          20   0.122   1.476   1.354 SURFCOAT

    DRINK WATER RD          000000-000          20   1.476   2.930   1.454 FILL CRACKS                          LN.FT.       15,354 0.50         7,677
<pb n="36" />

    Page No.        2                                             ROAD SURFACE MANAGEMENT SYSTEM                                                  Date: 07/02/93
                                                              REPAIR SUMMARY - GRIM STRATEGIES
                                                                  SUMMARY OF PROJECTED REPAIRS
                                                   Maintenance Selection Based Upon Duration/Cost Ratio

    ROAD NAME                  INVEN       KAINT ROAD SECT        SECT     SECT     REPAIR STRATEGIES                         UNITS     QUANTITY COST          EST.
                               NUMBER      DIV. WTH START         END      LENGTH                                                                    PER      REPAIR
                                                   (Ft) (Mi.)     (Mi. )   (Mi.                                                                      UNIT      COST

    EVERGREEN RD               000000-000            20    0.000 0.341 0.341 NONE REQUIRED

    FRYING PAN IN              000000-M              18    0.000    0.110 0.110 FILL CRACKS                                   LN. FT.       1,162 0.50              581

    FRYING PAN IN              000000-000            18    0.110    0.193    0.083  NONE REQUIRED

    FRYING PAN IN              000000-000            22    0.193    0.420    0.227  RECLIMIR RECY W 2" HOT SURF MIX           SQ-FT-        26,368 0.56          14,766

    GLENWOOD DR                000000-M              22    0.000    0.237    0.237  FILL CRACKS                               IN. FT.       2,503 0.50           1,251

    GOODWIN RD                 000000-000            22    0.000    0.174    0.174  RECLIMIR RECY W 2" HOT SURF MIX           SQ.FT.        20,212 0.56          11,319

    GOODWIN RD                 000000-M              20    0.174    0.383    0.209  NONE REQUIRED

    GOODWIN RD                 000000-000            20    0.383    0.525    0.142  THIN OVERLAY ( 1 INCH)                    SQ.FT.        14,995 0.20          2,999

    HILLCREST DRIVE            000000-WO             20    0.000    0.214    0.214  NONE REQUIRED

    JANVRIN AVE                000000-000            22    0.000    0.071    0.071  THIN OVERLAY ( 1 INCH)                    SQ.FT.        8,247 0.20           1,649

    KING ST                    000000-M              18    0.000    0.557    0.557  NONE REQUIRED

    MAPLE AVE                  000000-000            20    0.000    0.066    0.066  SURFCOAT

    KAM'S COURT                000000-000            24    0.000    0.289    0.289  NONE REQUIRED

    MEADOW LANE                000000-000            20    0.000    0.202    0.202  FILL CRACKS                               LN.FT.        1,067 0.50              533

    MERRILL RD                 000000-000            20    0.000    0.139    0.139  THIN OVERLAY ( 1 INCH)                    SQ.FT.        14,678 0.20          2,936

    HILL LANE                  000000-M              20    0.000    0.691    0.691  NONE REQUIRED

    ,NASON RD                  000000-000            22    0.000    1.352    1.352  RECLIMIR RECY W 2" HOT       SURF MIX     SQ-FT.      157,048 0.56           87,947

    OAK DRIVE                  000000-000            24    0.000    0.245    0.245  Drainage Work Required
                                                                                    *GRADE SHOULDERS AND DITCHES              LN.FT.        2,587    0.04           103
                                                                                    *CLEAN GUTTERS/DITCHES W GRADER           LN.FT.        2,587    0.04           103

    OLD COACH     IN           000000-000            20    0.000    0.605    0.605 Drainage Work Required
                                                                                    *GRADE SHOULDERS AND DITCHES              LN.FT.        6,389    0.04           256
                                                                                    *CLEAN GUTTERS/DITCHES W GRADER           LN.FT.        6,389    0.04           256

    OLD STAGE     ROAD         000000-000            20    0.000    0.102    0.102 FILL CRACKS                                LN.FT.            539  0.50           269

    OLD STAGE     ROAD         000000-OW             22    0.102    0.276    0.174 RECLIMIR R.ECY W 2" HOT SURF RIX           SQ.FT.        20,212   0.56        11,319
                                                                                    *GRADE SHOULDERS AND DITCHES              LN.FT.        1,837    0.04             73
                                                                                    *CLEAN GUTTERS/DITCHES W GRADER           LN.FT.        1,837    0.04             73
<pb n="37" />

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<pb n="38" />

   Page No.     1                                        ROAD SURFACE MANAGEMENT SYSTEM                                          Date: 07/02/93
                                                       REPAIR SUMMARY - GENERAL STRATEGIES
                                                           SUMMARY OF PROJECTED REPAIRS
                                             Maintenance Selection Based Upon Duration/Cost Ratio

   ROAD NAME              INVEN       KAINT ROAD SECT      SECT   SECT    REPAIR STRATEGIES                   UNITS     QUANTITY COST        EST.
                          NUMBER      DIV. WTH START       END    LENGTH                                                           PER      REPAIR
                                             (Ft) (Mi.)    (Mi.)  (Mi.)                                                              UNIT    COST

   BRINKER LN-2           000000-000          12    0.560 0.648 0.088 REGRADE                                 SQ.YD.          620 0.08            50

   CURTIS RD              000000-000            0   0.000   0.383  0.383 POOR DRAIN

   DEPOT RD-2             000000-000          20    0.660   0.746  0.086 POOR DRAIN

   .PARSONAGE RD          000000-000          20    0.000   0.258  0.258 POOR DRAIN

   TOPPAN IN              000000-M            18    0.000   0.167  0.167 RESHAPE (DRAGGING OR BLADING)        SQ.YD.        1,764 0.04            71

                                                                                    Total Estimated Repair Cost                                  120
<pb n="39" />

                  REPORT F - PRIORITIZED LISTING OF REPAIR SUMMARY

                               (PAVED AND UNPAVED ROADS)

        Report F presents general categories of the prioritized projected road
        repairs.   The report was developed by prioritizing the information
        contained in Reports B and C based upon the f ollowing factors: Traf f ic
        Volume Group, which accounts for 33% to 99% of the prioritization
        value. Road Surface Roughness, which accounts for 1% to 66% of the
        prioritization value.     The Road Condition, (represented by the
        projected required repair category) accounts for the remaining 0% to 33

        %. The total of these three factors is normalized to 100%.        In the

        case of Hampton Falls, RPC selected the following ratio for each of

        these factors:

                              Traffic Volume Group     20%

                             Road Surface Roughness     30%

                                 Road Condition -- 50%

        This weighting criteria was selected based upon the RPC11s staff
        judgement, however variations of this can also be run. However, RPC
        selected these factors because they represent the most realistic
        approach to road repairs in Hampton Falls. It should be noted that the
        blank spaces after some of roads indicate "no fix required."
<pb n="40" />

       Page No. 1                                       ROAD SURFACE MANAGEMENT SYSTEM                                          Date: 07/02/93
                                                       PAVED ROADS - PRIORITIZED LISTING

                                                                 REPAIR SUMMARY

                            WEIGHTING FACTORS - TRAFFIC = 20 %          ROUGHNESS    30        ROAD CONDITION = 50

        RANK ROAD MAKE            INVEN       HAINT DIRECTION OF TRAVEL                  V R   SECT    SECT   SECT    @MM           COMMENTS
                                  NUMBER      DIV.   FROM              TO                0 G   START END      LENGTH REPAIR
                                                     STREET            STREET            L H   (Mi.) (Mi.)    (Mi.)

           I OLD STAGE ROAD       000000-000                                             L?  P  0.102   0.276   0.174 REBUILD       DRAIN.  POOR
           2 BROWN LN             000000-000                                             L?  P  0.000   0.039   0.039 REBUILD       DRAIN.  POOR
           3 CRAM RD              000000-000                                             L?  G  0.307   0.355   0.048 REBUILD       DRAIN.  POOR
           4 BROWN RD             000000-000                                             L?  G  0.000   1.757   1.757 OVERLAY       DRAIN.  POOR
           5 CRAM RD              000000-000                                             L?  G  0.000   0.170   0.170 SURFCOAT      DRAIN.  POOR
           6 MAPLE AVE            000000-000                                             1?  G  0.000   0.066   0.066 SURFCOAT      DRAIN.  POOR
           7 TAYLOR RIVER RD      000000-000                                             L?  G  0.000   0.224   0.224 NONE REQD     DRAIN.  POOR
           8 PRESCOTT LANE        000000-000                                             L?  G  0.000   0.469   0.469 MORE REQD     DRAIN.  POOR
           9 DRINK WATER RD       000000-000                                             L?  G  0.000   0.122   0.122 NONE REQD     DRAIN.  POOR
          10 OAK DRIVE            000000-000                                             L?  G  0.000   0.245   0.245 NONE REQD     DRAIN.  POOR
          11 OLD COACH IN         000000-OW                                              I?  G  0.000   0.605   0.605 NONE REQD     DRAIN.  POOR
          12 FRYING PAN LN        000000-000                                             1?  F  0.193   0.420   0.227 REBUILD
          13 CURTIS RD-2          000000-000                                             L?  F  0.106   0..491  0.385 REBUILD
          14 TOWLE FARM RD        000000-000                                             L?  G  0.000   0.209   0.209 REBUILD
          15 NASON RD             000000-000                                             1?  G  0.000   1.352   1.352 REBUILD
          16 BIRCH DR             000000-000                                             L?  G  0.000   0.032   0.032 REBUILD
          17 GOODWIN RD           000000-M                                               I?  G  0.000   0.174   0.174 REBUILD
          18 MERRILL RD           000000-M                                               I?  F  0.000   0.139   0.139 OVERLAY
          19 OLD STAGE ROAD       000000-000                                             L?  F  0.276   0.698   0.422 SURFCOAT
          20 CRANK RD             000000-M                                               L?  G  0.355   1.054   0.699 OVERLAY
          21 GOODWN RD            000000-M                                               L?  G  0.383   0.525   0.142 OVERLAY
          22 JANVRIN AVE          000000-000                                             1?  G  0.000   0.071   0.071 OVERLAY
          23 DEPOT RD-1           000000-M                                               L?  G  0.000   0.647   0.647 OVERLAY
          24 CURTIS RD-2          000000-000                                             1?  G  0.000   0.106   0.106 SURFCOAT
          25 DRINK WATER  RD      000000-000                                             L?  G  0.122   1.476   1.354 SURFCOAT
          26 DODGE RD             000000-000                                             L?  G  0.000   0.264   0.264 SURFCOAT
          27 CRESTVIEW AVE        000000-M                                               I?  G  0.000   0.095   0.095 SURFOOAT
          28 SANBORN RD           OGWOO-000                                              I?  G  0.440   0.605   0.165 CRACKS
          29 FRYING PAN  IN       000000-M                                               I?  G  0.000   0.110   0.110 CRACKS
          30 DRINK WATER RD       000000-000                                             L?  G  1.476   2.930   1.454 CRACKS
          31 OLD STAGE ROAD       000000-000                                             1?  G  0.000   0.102   0.102 CRACKS
          32 CRANK RD             000000-000                                             L?  G  0.170   0.307   0.137 CRACKS
          33 BRIHMER LN-1         000000-000                                             L?  G  0.000   0.548   0.548 CRACKS
          34 GLENWOOD DR          000000-000                                             1?  G  0.000   0.237   0.237 CRACKS
          35 WOODLAWN AVE         000000-000                                             1?  G  0.000   0.157   0.157 CRACKS
          36 BROWN LN             000000-000                                             L?  G  0.039   0.194   0.155 CRACKS
          37 MEADOW LANE          000000-M                                               I?  G  0.000   0.202   0.202 CRACKS
          38 VICTORIA DRIVE       000000-000                                             1?  G  0.000   0.439   0.439 NONE  REQD
          39 SANBORN RD           000000-000                                             1?  G  0.605   1.396   0.791 NONE  REQD
          40 FRYING PAN LN        000000-000                                             L?  G  0.110   0.193   0.083 NONE  REQD
          41 BALDWIN PLACE        000000-000                                             L?  G  0.000   0.137   0.137 NONE  REQD
          42 PENHOLLOW IN         000000-600                                             1?  G  0.000   0.142   0.142 NONE  REQD
          43 KING ST              000000-000                                             L?  G  0.000   0.557   0.557 NONE REQD
          44 SURREY LANE          000000-000                                             1?  G  0.000   0.177   0.177 NONE  REQD
          45 EVERGREEN RD         000000-M                                               I?  G  0.000   0.341   0.341 NONE  REQD
          46 ORCHARD DR           000000-000                                             1?  G  0.000   0.182   0.182 NONE  REQD
          47 RIVER RD             000000-000                                             1?  G  0.000   0.362   0.362 NONE  REQD
<pb n="41" />

         Page No. 2                                      ROAD SURFACE MANAGEMENT SYSTEM                                        Date: 07/02/93
                                                        PAVED ROADS - PRIORITIZED LISTING

                                                                  REPAIR SUMMARY

                             WEIGHTING FACTORS - TRAFFIC = 20           ROUGHNESS    30        ROAD CONDITION = 50

         RANK ROAD NAME            INVEN      HAINT DIRECTION OF TRAVEL                 V R    SECT   SECT    SECT   GMERAL        COMMENTS
                                   NUMBER     DIV.    FROM             TO               0 G    START END      LENGTH REPAIR
                                                      STREET           STREET           L H    (Mi.) (Mi.) (Mi.)

           48 MARTHAS COURT        000000-000                                           L?  G   0.000   0.289  0.289 NONE  REQD
           49 HILLCREST DRIVE      000000-000                                           L?  G   0.000   0.214  0.214 NONE  REQD
           50 BIRCH DR             000000-000                                           L?  G   0.032   0.115  0.083 NONE  REQD
           51 GOODWIN RD           000000-000                                           L?  G   0.174   0.383  0.209 NONE  REQD
           52 HILL LANE            000000-000                                           L?  G   0.000   0.691  0.691 NONE  REQD
           53 STARD RD             000000-000                                           L?  G   0.000   0.249  0.249 NONE  REQD
            Total Mileage                                                                                      18.450
<pb n="42" />

               REPORT G - PRIORITIZED LISTING OF PROJECTED REPAIRS

                                 (PAVED ROADS ONLY)

      Report G   Summary of Projected Repairs, is the specific fix within the
      recommended general repair strategies recommended in Report F for paved
      roads based upon the same prioritization weighting criteria selected
      f or Report F.    This information was unavailable for unpaved roads
      because the RSMS recommended repairs are not ones utilized by the Town
      of Hampton Falls.

                                          12
<pb n="43" />

   Page No.     1                                       ROAD SURFACE MANAGEMENT SYSTEM                                            Date: 07/02/93
                                                         PAVED ROADS - PRIORITIZED LISTING
                                                            SUMMARY OF PROJECTED REPAIRS
                              WEIGHTING FACTORS - TRAFFIC = 20 %           ROUGHNESS = 30 %        ROAD CONDITION = 50 %

     RANK     ROAD NAME    INVEN       MAINT     ROAD    SECT     SECT    SECT        REPAIR STRATEGIES                     UNITS    QUANTITY   COST     EST
               	         NUMBER      DIV.      WTH     START    END     LENGTH                                                                         PER      REPAIR
                                                 (Ft)    (Mi.)   (Mi.)    (Mi.)                                                                          UNIT     COST

        I OLD STAGE ROAD   000000-000              0     0.102   0.276   0.174   REVERT TO GRAVEL
                                                                                 RECL'M'R RECY W 2" HOT SURF MI
                                                                                 *GRADE SHOULDERS AND DITCHES                         LN.FT.    1,837     0.04     73
                                                                                 *CLEAN GUTTERS/DITCHES W GRADER                      LN.FT.    1,837     0.04     73

        2 BROWN LN         000000-000              0     0.000   0.039   0.039   REVERT TO GRAVEL
                                                                                 RECL'M'R RECY W 2" HOT SURF MI
                                                                                 *GRADE SHOULDERS AND DITCHES                         LN.FT.      412     0.04     16
                                                                                 *CLEAN GUTTERS/DITCHES W GRADER                      LN.FT.      412     0.04     16

        3 CRANK RD         000000-000              0     0.307   0.355   0.048   REVERT TO GRAVEL
                                                                                 RECL'M'R RECY W 2" HOT SURF MI
                                                                                 *GRADE SHOULDERS AND DITCHES                         LN.FT.      507     0.04     20
                                                                                 *CLEAN GUTTERS/DITCHES W GRADER                      LN.FT.      507     0.04     20

        4 BROWN RD         000000-000              0     0.000   1.757   1.757   THIN OVERLAY ( 1 INCH)
                                                                                 HOT MIX SHIN COAT (LEVELING)
                                                                                 THICK HOT OVERLAY (2 INCH)
                                                                                 *GRADE SHOULDERS AND DITCHES                         LN.FT.      18,554  0.04     742
                                                                                 *CLEAN GUTTERS/DITCHES W GRADER                      LN.FT.      18,554  0.04     742

        5 CRANK RD         000000-000              0     0.000   0.170   0.170   SURFCOAT

        6 MAPLE AVE        000000-000              0     0.000   0.066   0.066   SURFCOAT

        7 TAYLOR RIVER RD  000000-000              0     0.000   0.224   0.224  Drainage Work Required
                                                                                *GRADE SHOULDERS AND DITCHES                          LN.FT.       2,365  0.04     95
                                                                                *CLEAN GUTTERS/DITCHES W GRADER                       LN.FT.       2,365  0.04     95

        8 PRESCOTT LANE    000000-000              0     0.000   0.469   0.469  Drainage Work Required
                                                                                *GRADE SHOULDERS AND DITCHES                          LN.FT.       4,953  0.04     198
                                                                                *CLEAN GUTTERS/DITCHES W GRADER                       LN.FT.       4,953  0.04     198

        9 DRINK WATER RD   000000-000              0     0.000   0.122   0.122  Drainage Work Required
                                                                                *GRADE SHOULDERS AND DITCHES                          LN.FT.       1,288  0.04     52
                                                                                *CLEAN GUTTERS/DITCHES W GRADER                     LN.FT.       1,288  0.04     52

       10 OAK DRIVE        000000-000              0     0.000   0.245   0.245  Drainage Work Required
                                                                                *GRADE SHOULDERS AND DITCHES                          LN.FT.       2,587  0.04     103
                                                                                *CLEAN GUTTERS/DITCHES W GRADER                       LN.FT.       2,587  0.04     103

       11 OLD COACH LN     000000-000              0     0.000   0.605   0.605  Drainage Work Required
                                                                                *GRADE SHOULDERS AND DITCHES                          LN.FT.       6,389  0.04     256
                                                                                *CLEAN GUTTERS/DITCHES W GRADER                    LN.FT.       6,389  0.04     256

       12 FRYING PAN LN    000000-000              0     0.193   0.420   0.227  REVERT TO GRAVEL
                                                                                RECL'M'R RECY W 2" HOT SURF MI
<pb n="44" />

   Page No.     2                                       ROAD SURFACE MANAGEMENT SYSTEM                                           Date: 07/02/93
                                                       PAVED ROADS - PRIORITIZED LISTING
                                                         SUMMARY OF PROJECTED REPAIRS
                            WEIGHTING FACTORS - TRAFFIC = 20 %         ROUGHNESS = 30 %       ROAD CONDITION = 50 %

   RANK ROAD NAME         INVEN       MAINT ROAD SECT     SECT    SECT    REPAIR STRATEGIES                 UNITS   QUANTITY COST      EST
                          NUMBER      DIV.   WITH START END         LENGTH                                                      PER     REPAIR
                                              (Ft) (Mi.) (Mi.) (Mi.)                                                            UNIT    COST

     13 CURTIS RD-2        000000-000             0  0.106 0.491 0.385 REVERT TO GRAVEL
                                                                           RECL 'M'R RECY W 2" HOT SURF MI

     14 TOWLE FARM RD      000000-000             0  0.000 0.209 0.209     REVERT TO GRAVEL
                                                                           RECL 'M'R RECY W 2" HOT SURF MI

     15 NASON RD           000000-000             0  0.000 1.352 1.352     REVERT TO GRAVEL
                                                                           RECL'M'R RECY W 2" HOT SURF MI

     16 BIRCH DR           000000-000             0  0.000 0.032 0.032     REVERT TO GRAVEL
                                                                           RECL 'M'R RECY W 2" HOT SURF MI

     17 GOODWIN RD         000000-000             0  0.000 0.174 0.174     REVERT TO GRAVEL
                                                                           RECL 'M'R RECY W 2" HOT SURF MI

     18 MERRILL RD         000000-000             0  0.000 0.139 0.139     THIN OVERLAY ( 1 INCH)
                                                                           HOT MIX SHIN COAT (LEVELING)
                                                                           THICK HOT OVERLAY (2 INCH)

     19 OLD STAGE   ROAD   000000-000             0  0.276 0.698 0.422     SURFCOAT

     20 CRANK RD           000000-000             0  0.355 1.054 0.699     THIN OVERLAY ( 1 INCH)
                                                                           HOT MIX SHIN COAT (LEVELING)
                                                                           THICK HOT OVERLAY (2 INCH)

     21 GOODWIN RD         000000-000             0  0.383 0.525 0.142     THIN OVERLAY ( 1 INCH)
                                                                           HOT NIX SHIM COAT (LEVELING)
                                                                           THICK HOT OVERLAY (2 INCH)

     22 JANVRIN AVE        000000-000               0  0.000 0.071 0.071     THIN OVERLAY ( 1 INCH)
                                                                           HOT MIX SHIN COAT (LEVELING)
                                                                           THICK HOT OVERLAY (2 INCH)

     23 DEPOT RD-1         000000-00O              0  0.000 0.647 0.647     THIN OVERLAY ( 1 INCH)
                                                                           HOT MIX SHIN COAT (LEVELING)
                                                                           THICK HOT OVERLAY (2 INCH)

     24 CURTIS RD-2        000000-000             0  0.000 0.106 0.106     SURFCOAT

     25  DRINK WATER   RD  000000-000             0  0.122   1.476  1.354  SURFCOAT

     26  DODGE RD          0000000000-00000             0  0.000   0.264  0.264  SURFCOAT

     27  CRESTVIEW AVE     0000000-000             0  0.000   0.095  0.095  SURFCOAT

     28  SANBORN RD        000000000000             0  0.440   0.605  0.165  FILL CRACKS                       LN.FT.        871    0.50         436
<pb n="45" />

     Page No.     3                                         ROAD SURFACE MANAGEMENT SYSTEM                                            Date: 07/02/93
                                                          PAVED ROADS - PRIORITIZED LISTING
                                                             SUM MAR Y OF PROJECTED REPAIRS
                              WEIGHTING FACTORS - TRAFFIC = 20             ROUGHNESS = 30         ROAD CONDITION = 50

     RANK ROAD NAME           INVEN       KAINT ROAD SECT      SECT    SECT    REPAIR STRATEGIES                 UNITS    QUANTITY COST      EST
                              NUMBER      DIV.    WTH START END         LENGTH                                                       PER      REPAIR
                                                  (Ft) (Mi.) (Mi.)     (Mi.)                                                         UNIT     COST

       29 FRYING PAN LN       000000-000            0   0.000 0.110 0.110 FILL CRACKS                            LN.FT.      1,162    0.50         581

       30   DRINK WATER RD    000000-000            0   1.476   2.930   1.454 FILL CRACKS                        LN.FT.      15,354   0.50       7,677

       31   OLD STAGE ROAD    000000-000            0   0.000   0.102   0.102  FILL CRACKS                       LN.FT.         539   0.50         269

       32   CRANK RD          000000-000            0   0.170   0.307   0.137  FILL CRACKS                       LN.FT.         723   0.50         362

       33   BRIHKER LN-1      000000-000            0   0.000   0.548   0.548  FILL CRACKS                       LN.FT.      5,787    0.50       2,893

       34   GLENWOOD DR       000000-000            0   0.000   0.237   0.237  FILL CRACKS                       LN.FT.      2,503    0.50       1,251

       35   WOODLAWN AVE      000000-000            0   0.000   0.157   0.157  FILL CRACKS                       LN.FT.      1,658    0.50         829
       36   BROWN IN          000000-000            0   0.039   0.194   6.155  FILL CRACKS                       LN.FT.      1,637    0.50         818

       37   MEADOW LANE       000000-000            0   0.000   0.202   0.202  FILL CRACKS                       LN.FT.      1,067    0.50         533

       38   VICTORIA DRIVE    000000-000            0   0.000   0.439   0.439  NONE REQUIRED

       39   SANBORN RD        000000-000            0   0.605   1.396   0.791  NONE REQUIRED

       40   FRYING PAX IN     000000-M              0   0.110   0.193   0.083  NONE REQUIRED

       41   BALDWIN PLACE     000000-000            0   0.000   0.137   0.137  NONE REQUIRED

       42   PENHOLLOW IN      000000-OW             0   0.000   0.142   0.142  NONE REQUIRED

       43   KING ST           000000-000            0   0.000   0.557   0.557 NONE  REQUIRED

       44   SURREY LANE       000000-000            0   0.000   0.177   0.177  NONE REQUIRED

       45   EVERGREEN RD      000000-000            0   0.000   0.341   0.341  NONE REQUIRED

       46   ORCHARD DR        000000-000            0   0.000   0.182   0.182  NONE REQUIRED

       47   RIVER RD          000000-000            0   0.000   0.362   0.362 NONE  REQUIRED

       48   MARTHA'S COURT    000000-000            0   0.000   0.289   0.289  NONE REQUIRED

       49   HILLCREST DRIVE   000000-000            0   0.000   0.214   0.214  NONE REQUIRED

       50   BIRCH DR          000000-000            0   0.032   0.115   0.083  NONE REQUIRED

       51   GOODWIN RD        000000-000            0   0.174   0.383   0.209 NONE  REQUIRED

       52   HILL LANE         000000-000            0   0.000   0.691   0.691  NONE REQUIRED
<pb n="46" />

  Page No.    4                                    ROAD SURFACE MANAGEMENT SYSTEM                                    Date: 07/02/93
                                                  PAVED ROADS - PRIORITIZED LISTING
                                                    SUM MAR Y OF PROJECTED REPAIRS
                         WEIGHTING FACTORS - TRAFFIC = 20        ROUGHNESS = 30      ROAD CONDITION = 50

  RANK ROAD NAME        INVEN      MAINT ROAD SECT    SECT   SECT   REPAIR STRATEGIES             UNITS   QUANTITY COST    EST
                        NUMBER     DIV.   WTH START END      LENGTH                                                 PER    REPAIR
                                          (Ft) (Mi.) (Mi.)   (Mi.)                                                  UNIT   COST

    53 STARD RD         000000-000          0   0.000 0.249 0.249 NONE REQUIRED
<pb n="47" />

                                      APPENDIX I

                HAMPTON FALL'S ROAD MAINTENANCE AND REPAIR STRATEGIES

       The following is information which was provided by the Hampton Falls
       Road Agent and reflects the road maintenance techniques practiced in
       Hampton Falls and the costs per unit associated with each of the fixes.

       This report is for informational purposes but should be reviewed on a
       periodic basis to ensure the information remains accurate and current.

                                          13
<pb n="48" />

       Page No. I          ROAD SURFACE MANAGEMENT SYSTEM            Date: 07/02/93

                                   FLEXIBLE PAVEMENT

                          MAINTENANCE AND REPAIR TECHNIQUES

       DESCRIPTION                         REPAIR   STRATEGY UNITS     COST/ INCREASE
                                                                       UNIT (MONTHS)

       DEFER MAINTENANCE                   NONE     DEFER     SQ.FT. 0.00           0

       FILL CRACKS                         CRACKS   ROUTINE   LN.FT.   0.50       36

       GRADE SHOULDERS AND DITCHES         DRAINAGE ROUTINE   LN.FT.   0.04       24

       CLEAN GUTTERS/DITCHES W GRADER      DRAINAGE ROUTINE   LN.FT.   0.04       12

       COLD PATCH (NORMAL MIX)             PATCHING ROUTINE   SQ.FT.   0.75       10

       THIN OVERLAY ( 1 INCH)              OVERLAY  REHAB     SQ.FT.   0.20       72

       HOT MIX SHIM COAT (LEVELING)        OVERLAY  REHAB     SQ.FT.   0.15       48

       REVERT TO GRAVEL                    REBUILD  RECONST   SQ.FT.   0.00         0

       RECLIM"R RECY W 211 HOT SURF MIX    REBUILD  RECONST   SQ.FT.   0.56      144
<pb n="49" />

        Page No. 1                                                     Date: 07/02/93
                             ROAD SURFACE MANAGEMENT SYSTEM

                                    FLEXIBLE PAVEMENT

                            MAINTENANCE AND REPAIR TECHNIQUES

        DESCRIPTION                         REPAIR   STRATEGY UNITS     COST/ INCREASE
                                                                        UNIT (MONTHS)

        FILL CRACKS                         CRACKS   ROUTINE LN.FT. 0.50           36

        GRADE SHOULDERS AND DITCHES         DRAINAGE ROUTINE   LN.FT.   0.04       24

        CLEAN GUTTERS/DITCHES W GRADER      DRAINAGE ROUTINE   LN.FT.   0.04       12

        DEFER MAINTENANCE                   NONE     DEFER     SQ.FT.   0.00         0

        THIN OVERLAY    1 INCH)             OVERLAY  REHAB     SQ.FT.   0.20       72

        HOT MIX SHIM COAT (LEVELING)        OVERLAY  REHAB     SQ.FT.   0.15       48

        COLD PATCH (NORMAL MIX)             PATCHING ROUTINE   SQ.FT.   0.75       10

        REVERT TO GRAVEL                    REBUILD  RECONST   SQ.FT.   0.00         0

        RECLIMIR RECY W 211 HOT SURF MIX    REBUILD  RECONST   SQ.FT.   0.56       144
<pb n="50" />

       Page No. 1          ROAD SURFACE MANAGEMENT SYSTEM             Date: 07/02/93

                                   FLEXIBLE PAVEMENT

                          MAINTENANCE AND REPAIR TECHNIQUES

       DESCRIPTION                         REPAIR   STRATEGY UNITS zCOSTI INCREASE
                                                                       UNIT (MONTHS)

       CLEAN GUTTERS/DITCHES W GRADER      DRAINAGE ROUTINE LN.FT. 0.04           12

       COLD PATCH (NORMAL MIX)             PATCHING ROUTINE   SQ.FT.   0.75       10

       DEFER MAINTENANCE                   NONE     DEFER     SQ.FT.   0.00         0

       FILL CRACKS                         CRACKS   ROUTINE   LN.FT.   0.50       36

       GRADE SHOULDERS AND DITCHES         DRAINAGE ROUTINE   LN.FT.   0.04       24

       HOT MIX SHIM COAT (LEVELING)        OVERLAY  REHAB     SQ.FT.   0.15       48

       RECLIMIR RECY W 2" HOT SURF MIX     REBUILD  RECONST   SQ.FT.   0.56       144

       REVERT TO GRAVEL                    REBUILD  RECONST   SQ.FT.   0.00         0

       THIN OVERLAY    1 INCH)             OVERLAY  REHAB     SQ.FT.   0.20       72
<pb n="51" />

        Page No. 1                                                    Date: 07/02/93
                            ROAD SURFACE MANAGEMENT SYSTEM

                                      UNPAVED ROADS

                           MAINTENANCE AND REPAIR TECHNIQUES

        DESCRIPTION                        REPAIR    STRATEGY UNITS .-COST/ INCREASE
                                                                       UNIT (MONTHS)
           --------               ---                                       --------

        DEFER MAINTENANCE                  NONE      DEFER     SQ.FT. 0.00          0

        GRADE SHOULDERS AND DITCHES        DRAINAGE ROUTINE    LN.FT.  0.04       12

        CLEAN GUTTERS/DITCHES W GRADER     DRAINAGE  ROUTINE   LN.FT.  0.04       12

        SPOT REGRAVEL                      SPOTMATL  ROUTINE   SQ.FT.  0.20       12

        RESHAPE (DRAGGING OR BLADING)      RESHAPE   PREVENT   SQ.YD.  0.04       24

        REGRADE                            REGRADE   REHAB     SQ.YD.  0.08       36
<pb n="52" />

       Page No. 1                                                     Date: 07/02/93
                           ROAD SURFACE MANAGEMENT SYSTEM

                                     UNPAVED ROADS

                          MAINTENANCE AND REPAIR TECHNIQUES

       DESCRIPTION                        REPAIR    STRATEGY UNITS !COST/ INCREASE
                                                                       UNIT (MONTHS)
                       --------                    ----------- ========  -----------

       SPOT REGRAVEL                      SPOTMATL ROUTINE SQ.FT. 0.20            12

       CLEAN GUTTERS/DITCHES W GRADER     DRAINAGE ROUTINE    LN.FT.   0.04       12

       GRADE SHOULDERS AND DITCHES        DRAINAGE  ROUTINE   LN.FT.   0.04       12

       RESHAPE (DRAGGING OR BLADING)      RESHAPE   PREVENT   SQ.YD.   0.04       24

       REGRADE                            REGRADE   REHAB     SQ.YD.   0.08       36

       DEFER MAINTENANCE                  NONE      DEFER     SQ.FT.   0.00         0
<pb n="53" />

         Page No. 1                                                        Date: 07/02/93
                              ROAD SURFACE MANAGEMENT SYSTEM

                                         UNPAVED ROADS

                             MAINTENANCE AND REPAIR TECHNIQUES

         DESCRIPTION                          REPAIR. STRATEGY UNITS FCOST/ INCREASE
                                                                            UNIT (MONTHS)

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

         CLEAN GUTTERS/DITCHES W GRADER       DRAINAGE ROUTINE LN.FT. 0.04              12

         DEFER MAINTENANCE                    NONE       DEFER     SQ.FT.   0.00          0

         GRADE SHOULDERS AND DITCHES          DRAINAGE   ROUTINE   LN.FT.   0.04        12

         R-EGRADE                             REGRADE    REHAB     SQ.YD.   0.08        36

         RESHAPE (DRAGGING OR BLADING)        RESHAPE    PREVENT   SQ.YD.   0.04        24

         SPOT REGRAVEL                        SPOTMATL   ROUTINE   SQ.FT.   0.20        12
<pb n="54" />

                                                                                                                            HOAA COASTAL SERVICES CTR LIBRARY

                                                                                                                            3 6666 14111894 5

                                                                                                                                                                       @Z-
</text>
</doc>
