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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 (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. 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 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. 1 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 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 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 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 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 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 <10% None Low Mod. Good Good None BROWN IN 000000-000 0.000 0.039 None High >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 >30% Low 10-30% Low Low Low Poor Good Rutting CRANK RD 000000-OW 0.000 0.170 Kod >30% None None Mod Low Poor Good None 0.170 0.307 LOW <10% None None Low Low Fair Good None 0.307 0.355 Low >30% Hod >30% None LOW LOW Poor Good Rutting 0.355 1.054 Low >30% Mod <10% LOW Low Mod. Fair Good Rutting CRESTVIEW AVE 000000-000 0.000 0.095 LOW <10% None None Low High Fair Good None CURTIS RD-2 000000-000 0.000 0.106 Low >30% Low >30% None None Fair Good None 0.106 0.491 Hod >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 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 >30% Low <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 >30% Mod >30% Low Low Mod. Fair Fair Rutting GLENWOOD DR 000000-000 0.000 0.237 Low 10-30% Low <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 >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 >30% None None Mod High Fair Good None KING ST 000000-000 0.000 0.557 None None None None Good Good None 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 >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 <10% None None Low Mod. Fair Good None MERRILL RD 000000-000 0.000 0.139 Mod >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 >30% Mod >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 <10% None None Low Low Good Good None 0.102 0.276 Mod >30% High >30% Mod Mod High Poor Poor Rutting 0.276 0.698 Mod >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 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 <10% None Low Low Fair Good None 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 / >30% Low / LOW CURTIS RD 000000-000 0.00 0.38 POOR POOR Mod /10-30% Medium High/HIGH High/ >30% High/ NED DEPOT RD-2 000000-000 0.66 0.75 POOR POOR None Medium Higb/HIGH High/ >30% Low / LOW PARSONAGE RD 000000-000 0.00 0.26 POOR POOR High/ >30% Heavy High/HIGH High/ >30% High/ NED TOPPAN IN 000000-000 0.00 0.17 GOOD FAIR None Medium Low LOW Low /10-30% Low LOW SECTION IV ANALYSIS AND REPORTS I I I 5 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 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. 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. 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 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 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 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 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 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. 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. 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 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 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. 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 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 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&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 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 &.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 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 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 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 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 73 886'89Z 4SOD lTpd;)u pe4papsa p4ol 6ZO os,o asq'i *la*wi MYU IIIJ LSVO LSFO 000*0 ZZ 000-000000 MY MMMOOM aannOm NOR 6EVO 60*0 000*0 tZ 000-000000 ama YHOIDIA 969'11 9S'O LLZ'tZ 'M*OS XIN M WH mZ M )DHH HAMM 60VO 60VO 000*0 ZZ 000-000000 (M HHYJ ZT401 S6 to*o SqE,z *IA*wl zmmg A smlia/samm MrD* S6 to*o SqE,z jj.ln SMIa aff SUTMORS RUM* PO.TTnbeH XJOt4 86PUTP.1a tZVO tZVO 000-0 ZZ 000-000000 au Ham Houyi GHIAH ZKON LLI*O LXO 000*0 OZ 000-000000 am AaMs MIME agog OVO OVO 000*0 OZ 000-000000 aa wis aHIAH NOR TWO 96E*T 909*0 OZ 000-000000 (M Bogus 99 OS*O US MYZD ilia S91*0 S09*0 ott*o Oz 000-000000 as MOWS (EHIAH amom z9vo ZgE*o 000,0 oz 000-000000 R HAIH 861 WO ES6't *IA*wl Ham m smidsaim!) MID* 86T WO E96't M. In smia ay sucims amo* Pa.TTnbOH X.1OM aft'UTela 69t'O 69-0 000-0 OZ 000-000000 amn 110mad (UHIAH agog Ztro zwo 000*0 zz 000-000000 W1 MMOM(ad UHIAH RHOR ZWO ZOVO 000*0 tZ 000-000000 Ha amao IYOD.PMS ZZt*O 869*0 9LVO OZ 000-000000 ([YOU ROYIS ffio ISOD IiHn (*TH) (,TH) (,TH) (U) EMU Had IONal m myls HM URM *1sa ISOD Alimao slima SaI99MIS HUM INS 10aS 139S UOU J&IVN MAKI affm UOU OT4eH 4SOD/UOT4ena uoda POM UOT43018S 83UeU84UTeH MUM aa13Md 30 AHMMS SHOMMS TMED - AUYHKnS HIMH 16/ZO/LO :04ea KaISAS 1M9YffH MaHns UYOH E Ox a6pd 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 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." 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 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 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 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 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 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 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 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 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 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 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 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 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 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 HOAA COASTAL SERVICES CTR LIBRARY 3 6666 14111894 5 i i @Z-