Pavement and Sidewalk Management Update Mansfield, Massachusetts

Final Report

PREPARED FOR Mr. Lee M. Azinheira Public Works Director Town of Mansfield Six Park Row Mansfield, MA 02048

PREPARED BY

101 Walnut Street PO Box 9151 Watertown, MA 02471 617.924.1770

DECEMBER 2018

Mansfield, MA Pavement and Sidewalk Management Update

Table of Contents

1 Introduction ...... 1

2 Pavement Management ...... 2

The Pavement Inventory and Condition Evaluation ...... 3 Treatment Bands ...... 4

3 Existing Condition – Pavement ...... 5

Backlog of Work ...... 6

4 Budget Analysis – Pavement ...... 8

Scenarios Explored ...... 8 Summary of Budget Results ...... 9 Pavement Condition Map ...... 10

5 Sidewalk and Ramp Overview ...... 12

Sidewalk Attributes ...... 12 Ramp Attributes……...... 13

6 Sidewalk and Ramp Conditions ...... 16

7 Sidewalk and Ramp Backlog Cost ...... 25

Sidewalk Repair Costs ...... 25 Ramp Repair Costs ...... 26

8 Appendices ......

Appendix A: Pavement Unit Costs ...... Appendix B: Pavement Backlog Report ...... Appendix C: Sidewalk and Ramp Inventory Summary ......

i Table of Contents Mansfield, MA Pavement and Sidewalk Management Update

List of Tables

Table No. Description Page

Table 1 Treatment Band Descriptions ...... 4

Table 2 Summary of Miles and Dollars of Outstanding Work ...... 6

Table 3 Budget Table ...... 9

Table 4 Sidewalk Backlog ...... 26

Table 5 Ramp Backlog ...... 26

List of Figures

Figure No. Description Page

Figure 1 Typical Pavement Deterioration Curve ...... 3

Figure 2 PCI Distribution ...... 6

Figure 3 Miles of Outstanding Work ...... 7

Figure 4 Dollars of Outstanding Work ...... 7

Figure 5 PCI Projections ...... 9

Figure 6 Backlog Projections ...... 10

Figure 7 Pavement Condition Map ...... 11

Figure 8 Sidewalk and Ramp Location Map ...... 15

Figure 9 Ramp Condition Chart ...... 1 6

Figure 10 Ramp Material Chart ...... 17

Figure 11 Sidewalk Condition Chart ...... 17

Figure 12 Sidewalk Material Chart ...... 1 8

Figure 13 Ramp Condition Map ...... 2 3

Figure 14 Sidewalk Condition Map ...... 24

ii Table of Contents Mansfield, MA Pavement and Sidewalk Management Update

List of Photos

Photo No. Description Page

Portland Cement Concrete Ramp in Excellent Condition ...... 19 Portland Cement Concrete Ramp in Good Condition ...... 19 Portland Cement Concrete Ramp in Fair Condition ...... 20 Portland Cement Concrete Ramp in Poor Condition ...... 20 Hot Mix Asphalt Ramp in Excellent Condition ...... 21 Hot Mix Asphalt Ramp in Good Condition ...... 21 Hot Mix Asphalt Ramp in Fair Condition ...... 22 Hot Mix Asphalt Ramp in Poor Condition ...... 22

iii Table of Contents Mansfield, MA Pavement and Sidewalk Management Update

Introduction The Town of Mansfield retained Vanasse Hangen Brustlin, Inc. (VHB) to perform a condition evaluation of all town-maintained roadways, sidewalks and sidewalk ramps as the basis for the implementation of a web-based asset management system.

Starting with inventories previously developed in 2003 and updated in 2009, VHB performed on-site visual inspections on all roadway, sidewalks, and sidewalk ramps on the 120.6 miles of town-maintained roadway. The inventory was updated with newly accepted roads, new sidewalk construction, and each feature was evaluated individually for its current surface condition. The comprehensive database is mapped using Geographic Information Systems (GIS) software to facilitate presentation and planning.

The roadway feature inventory was imported into the web-based SAM IS (Smart Asset Management and Inventory System) to facilitate analysis of the network, including budget analysis, reporting, and developing prioritized project plans.

The following chapters present the findings of the roadway pavement study and the sidewalk and ramp inventories.

Mansfield, MA Pavement and Sidewalk Management Update

Pavement Management Pavement management is the practice of planning for pavement repairs and maintenance with the goal of maximizing the value and life of a pavement network.

To accomplish this, a community needs to have several repair techniques in its arsenal and the knowledge of when to apply each of these. This is where pavement management comes into play. With a comprehensive database of road conditions, pavement management software can predict when to perform various repairs on a road network. Of course, engineering judgment is required to finalize any road program, as no software model can take every variable involved in making a repair decision into account. The software system is a great springboard to help a community start planning its road program each year and is an excellent method of storing the repair data.

A key fundamental in pavement management is the value of preservation treatments, which are the application of low-cost preventive measures to a road in fair condition, before it deteriorates to a condition that requires a much more expensive rehabilitation, as presented by the following graphic.

Mansfield, MA Pavement and Sidewalk Management Update

Figure 1 Typical Pavement Deterioration Curve

Will cost $17‐$22.50 Here

The Pavement Inventory and Condition Evaluation

Developing the pavement inventory includes the following three steps.

1. Defining Pavement Management Segments: Each road contains one or more pavement management sections. A pavement management section defines the limits of previous construction or maintenance activities within each road. Segments are defined by having the same width, typical distresses, one-way status, functional class, etc. The goal is to set up homogenous areas of pavement to aid in assigning the appropriate treatment.

2. Surface Distress Assessment: For each pavement management segment, the pavement surface was evaluated using the RoadManager distress evaluation method in which the roadway surface is evaluated for the presence of 9 categories of pavement distress. Each observed distress is recorded and evaluated for severity and extent. The distress categories are:

› potholes › block cracking › alligator cracking › transverse or longitudinal cracking › distortion › bleeding or polished aggregate › rutting › surface wear or raveling › corrugations, shoving, and slippage

3. Calculate PCI: A weighted formula is used to convert the observed pavement distress data into a PCI for each pavement segment. A PCI of 100 indicates a road surface in perfect condition. A PCI of 0 would represent a near impassible roadway.

Mansfield, MA Pavement and Sidewalk Management Update

Treatment Bands

In summarizing the condition of the pavement network, it is useful to categorize recommended repairs into 5 main categories.

Table 1 Treatment Band Descriptions

Treatment Band PCI1 Description Do Nothing 94-100 Excellent condition – in need of no maintenance.

Routine Maintenance 86-93 Good condition – may need crack sealing or minor localized repair.

Preventive Maintenance 73-85 Fair condition – pavement surface may need surface sealing, full-depth patch and/or crack sealing.

Structural Improvement 56-72 Deficient condition – pavement surface structure in need of added strength for existing traffic. Typical repairs are overlay with or without milling.

Base Rehabilitation 0-55 Poor condition – in need of base improvement. Typical repairs are reclamation or full-depth reconstruction. 1 These are only general PCI ranges for reference purposes and represent only one pavement type. There are several fields considered by the strategy table when assigning repair types to each individual Road.

Mansfield, MA Pavement and Sidewalk Management Update

Existing Condition – Pavement The projected average Pavement Condition Index (PCI) for the Mansfield road network is an 82. The average PCI is considered “projected” because the calculation of an average PCI involves the use of deterioration curves to project today’s PCI. The 2018 paving program has been taken into account. In the previous assessments done by VHB in 2003 and 2009, the average PCI was 82 and 80, respectively.

The following chart shows a detailed breakdown of the projected condition of Mansfield’s roads by summing the number of miles of roadway into bands of 5 PCI points.

Mansfield, MA Pavement and Sidewalk Management Update

Figure 2 PCI Distribution

PCI Distribution 30 28.2

24.0 25

20 16.5 15 13.4

10 8.1 6.4 6.6 5.3 3.6 5 2.6 3.2 1.1 0.7 0.9 0 31‐35 36‐40 41‐45 46‐50 51‐55 56‐60 61‐65 66‐70 71‐75 76‐80 81‐85 86‐90 91‐95 96‐100

Backlog of Work

Using the Treatment Bands described in Chapter 2, the following table and charts summarize the backlog of pavement work in Mansfield. The backlog represents the amount of work to bring every road in town to a near perfect condition. It does not necessarily indicate a shortfall but is used as a benchmark to describe the current status.

Table 2 Summary of Miles and Dollars of Outstanding Work

Treatment Band Miles Dollar Backlog Do Nothing 14.7 $0 Routine Maintenance 14.0 $871,000 Preventive Maintenance 12.5 $2,038,000 Structural Improvement 54.3 $4,420,000 Base Rehabilitation 25.2 $9,092,000 Totals 120.7 $16,421,000

The following two figures represent the above information graphically.

Mansfield, MA Pavement and Sidewalk Management Update

Figure 3 Miles of Outstanding Work

DO NOTHING 21%

ROUTINE MAINTENAN BASE CE REHABILITATION 45% 12%

STRUCTURAL OVERLAY 12% PREVENTIVE MAINTENANCE 10%

Figure 4 Dollars of Outstanding Work

ROUTINE MAINTENANCE 5%

BASE PREVENTIVE REHABILITATION MAINTENANCE 13% 55%

STRUCTURAL OVERLAY

27%

Figures 3 and 4 demonstrate that while only approximately 12% of the Town’s roads need Base Rehabilitation, they account for 55% of the outstanding backlog of work. Base rehabilitation is the most expensive category of road repair. Also of note, is that over half of the Town’s miles are in need of preservation treatments. It makes good fiscal sense to spend the funds to extend the lives of the large number of roads in need of maintenance.

7 Mansfield, MA Pavement and Sidewalk Management Update

Budget Analysis – Pavement Mansfield has a major investment in its 120.65 Town maintained road network. It is easy to forget that roadways are a community’s single largest investment. Based on Mansfield’s unit cost for reconstruction, without considering signs, signals, curbing, or sidewalks, it would cost Mansfield well over $100,000,000 in today’s dollars to replace the existing Town maintained roadway infrastructure. The final phase of the pavement management process that VHB undertook for this report was the examination of various annual spending levels.

Scenarios Explored

VHB projected the PCI and backlog for five 5-year scenarios. The first three scenarios include $1.5M of capital work, complimented by varying funding levels for pavement maintenance activities. VHB also explored the funding required to maintain overall conditions, as well as to maintain and ultimately decrease the backlog of work.

› $ 750,000 Chapter 90 Only › $ 1,750,000 - $ 3,000,000 Increase Budget Gradually › $ 2,200,000 Improve PCI to 85 › $ 2,000,000 Town funding with $ 750,000 Chapter 90

Mansfield, MA Pavement and Sidewalk Management Update

The budgets for each year are shown in the following table

Table 3 Budget Table

Year Chapter 90 Increasing Improve PCI $2.75M/Year 2019 $750,000 $1,750,000 $2,200,000 $2,750,000 2020 $750,000 $2,062,500 $2,200,000 $2,750,000 2021 $750,000 $2,355,000 $2,200,000 $2,750,000 2022 $750,000 $2,687,500 $2,200,000 $2,750,000 2023 $750,000 $3,000,000 $2,200,000 $2,750,000

Summary of Budget Results

The following graphs show the effects of the three funding levels analyzed on Mansfield’s road network over the next five years.

Figure 5 PCI Projections

90 88 86 84 82 80 78 2018 Chapter 90 Funding Only

PCI 76 2018 Increase Spending over 5 years 74 2018 Improve PCI to 85 72 2018 $2M + $750 Ch 90 70

Mansfield, MA Pavement and Sidewalk Management Update

Figure 6 Backlog Projections

35 2018 Chapter 90 Funding Only 30 2018 Increase Spending over 5 years 2018 Improve PCI to 85 25 2018 $2M + $750 Ch 90

15 Cost (in Millions) 10

With the exception of Chapter 90 funding only, each of these scenarios improves the network’s average PCI. $ 2,000,000 of Town funding with $ 750,000 Chapter 90 funding is the only scenario that maintains the backlog at its current level.

Pavement Condition Map

The following map shows Mansfield roads colored by 5 PCI ranges. This map is a smaller scale representation of maps available to the Town through the pavement management system.

Mansfield, MA Pavement and Sidewalk Management Update

Figure 7 Pavement Condition Map

Mansfield, MA Pavement and Sidewalk Management Update

Sidewalk and Ramp Overview Using field tablet computers, Global Positioning System (GPS) receivers, and existing Geographic Information Systems (GIS) layers, VHB conducted a Town-wide pedestrian sidewalk and ramp inventory and assessment utilizing GIS integration to build a comprehensive database.

97.6 miles of sidewalks were inventoried along with 864 pedestrian ramps throughout the Town of Mansfield. Each sidewalk and ramp was evaluated for the following attributes:

Sidewalk Attributes

Material

Material consisted of two main types

 Hot Mix Asphalt  Portland Cement Concrete

Mansfield, MA Pavement and Sidewalk Management Update

Length and Width

Lengths were taken from GIS/GPS mapping of the sidewalk. Average width of the sidewalk segment. (Measured to the nearest half foot by measuring wheel)

Condition

A sidewalk condition value was established to quickly categorize sidewalk conditions into a repair strategy schema. Sidewalks were graded by the following.

 Excellent  Good  Fair  Poor

Percent Repair Area

A percent of the sidewalk area needing repair was estimated.

Curb Material

The curbing material associated with sidewalk sections was collected.

 Hot Mix Asphalt  Cape Cod Berm  Granite  Other  Portland Cement Concrete  Vertical Granite

Ramp Attributes

Ramp Material

Material consisted of two main types

 Hot Mix Asphalt  Portland Cement Concrete

Ramp Condition

A ramp condition value was established to quickly categorize ramp conditions into a repair strategy schema. Ramps were graded by the following.

 Excellent  Good  Fair  Poor

Mansfield, MA Pavement and Sidewalk Management Update

Detectable Warning strip

The presence or absence of a detectable warning strip was noted for each ramp.

Ramp Type

A ramp type was collected, Ramps were classified by the following.

 Flared  Straight  Parallel  Return Curb

The following map shows the location of inventories sidewalks and ramps.

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6 Sidewalk and Ramp Conditions

The following charts summarize the number of ramps based on the attributes of condition and material.

Figure 9 Ramp Condition Chart

124 Excellent 212 Good

Fair

Poor

479

Mansfield, MA Pavement and Sidewalk Management Update

Figure 10 Ramp Material Chart

323 HMA PCC 541

The following pie charts summarize the miles of sidewalk based on the attributes of condition and material.

Figure 11 Sidewalk Condition Chart

7 Miles 8.0 Miles

Excellent

32.1 Miles Good Fair 50.5 Miles Poor

Mansfield, MA Pavement and Sidewalk Management Update

Figure 12 Sidewalk Material Chart

21.2 Miles

HMA PCC

76.4 Miles

Mansfield, MA Pavement and Sidewalk Management Update

The following photos show examples of different ramp materials in the 4 condition levels collected.

Portland Cement Concrete Ramp in Excellent Condition

Image Taken at the corner of Oakland St and Pratt St

Portland Cement Concrete Ramp in Good Condition

Image Taken at the corner of Church St and Chilson Ave

Mansfield, MA Pavement and Sidewalk Management Update

Portland Cement Concrete Ramp in Fair Condition

Image Taken at the corner of Church St and Hope ST

Portland Cement Concrete Ramp in Poor Condition

Image Taken at the corner of Park St and Linden St

Mansfield, MA Pavement and Sidewalk Management Update

Hot Mix Asphalt Ramp in Excellent Condition

Image taken at the intersection of Hope St and Shield St

Hot Mix Asphalt Ramp in Good Condition

Image taken at the intersection of Horseshoe loop and Wildflower La

Mansfield, MA Pavement and Sidewalk Management Update

Hot Mix Asphalt Ramp in Fair Condition

Image taken at the corner of Oakland St and Curtain St

Hot Mix Asphalt Ramp in Poor Condition

Image taken at the corner of Oakland St and Shield St

The maps on the following 2 pages show the sidewalk and ramp conditions throughout the Town.

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FF O O X X B B O O ROUGH ROUGH

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7 Sidewalk and Ramp Backlog Cost

Sidewalk Repair Costs Having established a detailed inventory for existing sidewalks, financial costs were needed for future budget planning. Consideration was given based on historical pedestrian sidewalk repair costs, material classification, curbing and sidewalk damage area. Sidewalks that were identified as having a Poor condition were considered to need 100% replacement. Sidewalks identified Fair, Good and Excellent conditions have calculated repair costs using percent repair area collected in the field. The following is a table of the sidewalk backlog cost. Full reconstruction costs are in square yards, whereas the localized repair costs are based on linear feet. The estimated of cost to improve all of Mansfield sidewalks into good or excellent condition is $5,543,000.

Mansfield, MA Pavement and Sidewalk Management Update

Table 4 Sidewalk Backlog

Material Condition Total Length Unit Cost Total Cost* Portland Cement Concrete Poor 7,415 $165/SY $576,505 Portland Cement Concrete Fair 24,153 $85/LF $408,545 Portland Cement Concrete Good 55,714 $85/LF $142,143 Portland Cement Concrete Excellent 24,457 $85/LF $0 Hot Mix Asphalt Poor 29,288 $143/SY $1,882,881 Hot Mix Asphalt Fair 145,427 $85/LF $1,766,379 Hot Mix Asphalt Good 211,076 $85/LF $766,469 Hot Mix Asphalt Excellent 17,585 $85/LF $0 $5,542,922 *Fair and Good sidewalk backlogs are based off estimated percentages of area needing localized repairs. These values are shown in Appendix C.

Ramp Repair Costs

Budget considerations for ramps were based on historical costs, and material classification. Ramps categorized as poor or fair were considered to be in need of replacement. The estimated of cost to improve all of Mansfield ramps into good or excellent condition is $380,600.

Table 5 Ramp Backlog

Material Condition Number to Unit Cost Total Cost Repair Portland Cement Concrete Poor 12 $2,200 $26,400 Portland Cement Concrete Fair 26 $2,200 $57,200 Hot Mix Asphalt Poor 37 $2,200 $81,400 Hot Mix Asphalt Fair 98 $2,200 $215,600 Totals: 173 $380,600

Mansfield, MA Pavement and Sidewalk Management Update

8 Appendices

A1 Appendix Mansfield, MA Pavement and Sidewalk Management Update

Appendix A: Pavement Unit Costs

The following unit costs for pavement repair alternatives were used in the backlog summary tables within this report, as well as the Backlog Report in the following Appendix.

Name Cost/SY Do Nothing $0.00 Crackseal or Patch $0.87 Crackseal & Patch $1.70 Chipseal $5.75 Thin Overlay $11.40 Mill & Overlay Local Road $17.60 Mill & Overlay Arterial/Collector $22.50 Full Depth Reclaim Local Road $38.50 Full Depth Reclaim Arterial/Collector $45.00

A1 Appendix Mansfield, MA Pavement and Sidewalk Management Update

Appendix B: Pavement Backlog Report

A1 Appendix Pavement Backlog Report- Alphabetical Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value 2018 ALDEN ST WEST ST FOWLER ST Do Nothing 648 98 $0 0.00 ALLEN ST HIGHLAND AVE DRAPER AVE Reclaim Loc. 239 49 $23,798 22.05 ANGELINA LA DANIELLE LA CUL DE SAC Crackseal or Patch 1,549 85 $4,881 32.98 ANGELINA LA EXT DANIELLE LA CUL DE SAC Crackseal or Patch 176 86 $984 32.60 ANGELL ST NORTH MAIN ST MORINI ST Crackseal or Patch 1,487 91 $3,492 123.33 ASPEN ST SOUTH MAIN ST SMILEY AVE Do Nothing 316 96 $0 0.00 ATWOOD ST CENTRAL ST DEAD END Reclaim Loc. 748 48 $67,711 5.62 AUTUMN LA (NB) EASTMAN ST PILGRIM RD Thin Overlay 315 73 $8,477 15.83 AUTUMN LA (SB) PILGRIM RD EASTMAN ST Crackseal or Patch 315 85 $617 131.92 AVON ST CENTRAL ST DEAD END Crackseal or Patch 494 85 $1,209 32.98 AZALEA RD NORTON TOWN LINE DEAD END Crackseal or Patch 167 89 $327 31.51 BALCOM ST GILBERT ST JEWELL ST Crackseal or Patch 2,976 85 $6,407 131.92 BALCOM ST JEWELL ST OTIS ST Crackseal or Patch 3,459 91 $8,801 123.33 BARBARA RD BELLVIEW DR CUL DE SAC Crackseal or Patch 165 86 $452 32.60 BARBERRY RD NORTON TOWN LINE DEAD END Reclaim Loc. 256 54 $23,174 5.00 BARNBOARD RD MILL ST CUL DE SAC LOOP Reclaim Loc. 563 50 $50,964 5.40 BASIN ST RIVERSIDE DR DEAD END Crackseal or Patch 630 86 $1,726 130.41 BAYBROOK FARM RD BRANCH ST CUL DE SAC LOOP Crackseal & Patch 2,714 82 $9,960 18.34 BEAUMONT POND DR FOXBOROUGH TOWN LINE JOANNA DR Crackseal or Patch 588 86 $1,381 130.41 BEECH ST SOUTH MAIN ST SMILEY AVE Do Nothing 433 98 $0 0.00 BELLA VISTA AVE CENTRAL ST WINTHROP AVE Crackseal or Patch 1,163 84 $2,845 133.47 BELLVIEW DR GENEVA ST FISHER LA Crackseal or Patch 1,145 85 $3,586 131.92 BENEFIT ST SOUTH MAIN ST RIVERSIDE DR Mill/Overlay Loc. 1,063 70 $53,990 22.50 BERKSHIRE RD FORBES BLVD CUL DE SAC Mill/Overlay Loc. 632 67 $65,403 5.87 BIRCH BARK LA CANOE RIVER DR DEEP RUN RD Crackseal or Patch 576 86 $1,691 130.41 BIRD RD MAPLE ST SHARON TOWN LINE Do Nothing 4,362 96 $0 0.00 BLACK POND RD OLD FARM RD DEAD END Crackseal & Patch 599 82 $3,297 18.34 BLISS AVE SCHOOL ST CARPENTER AVE Reclaim Loc. 329 38 $32,760 28.43 BONNEY LA STEARNS AVE ERICK RD Crackseal or Patch 1,462 86 $4,865 130.41 BOUNDRY RD FRANKLIN ST CUL DE SAC Crackseal or Patch 756 90 $2,309 31.17 BRANCH ST EAST ST WARE ST Crackseal or Patch 6,170 83 $14,491 135.06 BRIAN LA FRANKLIN ST CUL DE SAC LOOP Crackseal or Patch 536 86 $1,311 32.60

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 1 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value BRISTOL ST CHURCH ST SHAWMUT AVE Reclaim Loc. 524 46 $66,407 23.48 BROOK ST ROBIN HILL RD CHURCH ST Mill/Overlay Loc. 1,115 70 $51,912 22.50 BROOK ST CHURCH ST COURT ST Reclaim Loc. 954 61 $112,266 17.71 BROOKSIDE RD ELM ST DEAD END Do Nothing 902 98 $0 0.00 BROWN AVE PLAIN ST BROWN TER Reclaim Loc. 1,003 35 $90,794 30.86 BROWN TER BROWN AVE CUL DE SAC Reclaim Loc. 712 48 $65,638 5.62 BUNGAY RD WEST ST GILBERT ST Mill/Overlay Loc. 1,745 72 $66,472 21.87 CABOT BLVD (EB) HAMPSHIRE ST 650' W OF FORBES BLVD Reclaim Loc. 914 58 $124,106 18.63 CABOT BLVD (EB) 650' W OF FORBES BLVD FORBES BLVD Crackseal or Patch 640 85 $2,192 131.92 CABOT BLVD (WB) FORBES BLVD HAMPSHIRE RD Mill/Overlay Loc. 1,531 71 $97,200 22.18 CAMDEN LA ELM ST CUL DE SAC LOOP Do Nothing 1,168 100 $0 0.00 CAMPBELL ST HENRY ST DEAD END Crackseal or Patch 571 92 $1,229 30.50 CANOE RIVER DR WARE ST CUL DE SAC LOOP Crackseal & Patch 1,279 83 $7,041 18.12 CARLOW XING MONAHAN LA CORBANE DR Crackseal or Patch 792 84 $1,860 133.47 CAROL RD GALE LA BROOKSIDE RD Crackseal or Patch 339 92 $995 122.01 CARPENTER AVE BLISS AVE WEST ST Reclaim Loc. 323 40 $35,130 27.01 CARPENTER AVE WEST ST MYRTLE ST Do Nothing 199 98 $0 0.00 CARRIAGE HOUSE LA STEARNS AVE CUL DE SAC LOOP Crackseal & Patch 1,684 81 $8,652 18.56 CASA DR WALAUT ST CASA DR Crackseal or Patch 1,850 91 $5,431 123.33 CAVAN XING WEXFORD DR KERRY DR Mill/Overlay Loc. 637 70 $37,763 5.62 CAVAN XING KERRY DR CUL DE SAC Reclaim Loc. 371 50 $69,927 5.40 CEDAR RIDGE LA MILL ST CUL DE SAC LOOP Reclaim Loc. 1,160 61 $105,006 4.42 CENTRAL ST COPELAND ST (Y INT) CHAUNCY ST Crackseal or Patch 1,715 84 $5,203 133.47 CENTRAL ST WEST ST DEAD END Crackseal & Patch 995 82 $5,295 18.34 CENTRAL ST CHAUNCY ST GEORGE ST Thin Overlay 1,504 80 $48,571 14.44 CHAMBERS CT WEST ST CUL DE SAC Do Nothing 717 98 $0 0.00 CHARLENE DR FRUIT ST ANGELINA LA Crackseal or Patch 577 86 $1,638 130.41 CHARLES ST OAKLAND ST DEAD END Crackseal & Patch 867 81 $3,818 18.56 CHAUNCY ST TOWN LINE GREEN ST Reclaim Loc. 432 51 $39,087 21.18 CHAUNCY ST GREEN ST FORBES BLVD Thin Overlay 606 83 $20,386 34.81 CHAUNCY ST FORBES BLVD 325' W OF ROUTE 140 Thin Overlay 804 75 $32,456 38.52 CHAUNCY ST 325' W OF ROUTE 140 327' E OF ROUTE 140 Crackseal or Patch 653 91 $1,661 308.33 CHAUNCY ST 327' E OF ROUTE 140 COPELAND ST Thin Overlay 940 75 $37,946 38.52 CHAUNCY ST COPELAND ST PERKINS AVE Thin Overlay 800 83 $33,371 34.81 CHAUNCY ST PERKINS AV 410' W OF HIGHLAND ST Crackseal or Patch 410 91 $1,364 308.33 CHAUNCY ST 410' W OF HIGHLAND ST 145' E OF HIGHLAND ST Do Nothing 584 98 $0 0.00

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 2 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value CHAUNCY ST 145' E OF HIGHLAND ST NORTH MAIN ST Do Nothing 1,153 91 $0 0.00 CHAUNCY ST NORTH MAIN ST PRATT ST Do Nothing 952 98 $0 0.00 CHAUNCY ST (WB) 300' E OF RT 140 300' W OF RT 140 Crackseal or Patch 653 92 $2,364 305.02 CHAUNCY ST (WB) NORTH MAIN ST 145' E OF HIGHLAND AVE Do Nothing 1,153 91 $0 0.00 CHAUNCY ST (WB) 145' E OF HIGHLAND AVE 450' W OF HIGHLAND AVE Do Nothing 587 98 $0 0.00 CHERRY ST MILL ST EAST ST Mill/Overlay Loc. 369 71 $23,427 22.18 CHESSMAN RD GILBERT ST CUL DE SAC LOOP Do Nothing 645 100 $0 0.00 CHESTNUT ST SMILEY AVE SOUTH MAIN ST Do Nothing 505 96 $0 0.00 CHHURCH ST EXT HOPE ST DEAD END Reclaim Loc. 343 51 $38,845 5.29 CHILSON AVE CHAUNCY ST SAMOSET AVE Crackseal & Patch 1,484 82 $7,352 73.36 CHURCH ST NORTH MAIN ST CHILSON AVE Crackseal & Patch 889 82 $4,403 73.36 CHURCH ST CHILSON AVE HOPE ST Thin Overlay 1,508 80 $54,795 14.44 CLAIRE AVE BALCOM ST NORTH WHITE PINE LA Crackseal or Patch 1,173 85 $3,788 131.92 CLEMENTINE DR WINTER ST CUL DE SAC Mill/Overlay Loc. 689 63 $54,015 6.25 CLINTON ST PRATT ST PLEASANT ST Mill/Overlay Loc. 831 67 $43,965 23.51 COACH RD ELM ST LANTERN LA Thin Overlay 1,387 76 $55,990 15.20 COBB ST SOUTH MAIN ST DEAD END Crackseal or Patch 806 92 $1,893 30.50 COBBLER RD WILLOW ST CUL DE SAC LOOP Crackseal or Patch 1,168 85 $2,972 32.98 COLONIAL DR STEARNS AVE FREEDOM TR Crackseal or Patch 945 84 $2,589 133.47 COLONIAL DR FREEDOM TR PILGRIM RD Crackseal or Patch 682 86 $1,869 130.41 COLONIAL DR PILGRIM RD OLD NORTH TRAIL Crackseal or Patch 911 82 $2,140 136.68 COLONIAL DR OLD NORTH TR CUL DE SAC LOOP Thin Overlay 577 77 $18,634 3.75 COLUMBINE RD RESERVOIR ST DEAD END Mill/Overlay Loc. 638 64 $25,653 6.15 COLUMBUS AVE SHAWMUT AVE COURT ST Crackseal or Patch 524 90 $1,385 124.68 CONCETTA CIR CONCETTA DR CUL DE SAC Crackseal or Patch 219 86 $1,002 32.60 CONCETTA DR NORTH MAIN ST CUL DE SAC Crackseal or Patch 720 85 $1,982 32.98 CONNORS AVE FRANCIS AV PRIVATE PROPERTY Crackseal or Patch 777 87 $1,900 32.23 CONROD CT EAST ST CUL DE SAC Crackseal & Patch 573 82 $2,523 18.34 COOPER RD MYSTIC LA 414' E OF STURBRIDGE DR Crackseal or Patch 1,092 84 $2,565 133.47 COOPER RD 414' E OF STURBRIDGE DR 111' W OF STURBRIDGE DR Crackseal or Patch 525 86 $1,233 130.41 COOPER RD 111' W OF STURBRIDGE DR CUL DE SAC LOOP Crackseal & Patch 464 82 $2,043 18.34 CORAL ST SCHOOL ST DEAN ST Reclaim Loc. 1,002 51 $95,238 21.18 CORBANE DR MONAHAN LA (S) 194' N OF CARLOW CROSSING Crackseal or Patch 820 85 $2,247 131.92 CORBANE DR 194' N OF CARLOW CROSSING MONAHAN LA (N) Crackseal or Patch 956 85 $2,620 131.92 COTTAGE ST ROCK ST NORTH MAIN ST Crackseal or Patch 1,373 85 $3,762 131.92 COTTAGE ST HOPE ST BROOK ST Mill/Overlay Loc. 612 71 $31,731 22.18

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 3 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value COTTAGE ST EXTENSION ROCK ST DEAD END Crackseal or Patch 232 92 $545 30.50 COUNTY ST FOXBOROUGH TOWN LINE NORTH MAIN ST Crackseal & Patch 1,745 81 $6,404 74.26 COURT ST NORTH MAIN ST 80' W OF COLUMBUS AVE Do Nothing 460 100 $0 0.00 COURT ST 80' W OF COLUMBUS AVE WILLIS ST Thin Overlay 1,441 74 $50,414 15.61 COWAN LA WEST ST CUL DE SAC Crackseal or Patch 717 92 $2,218 30.50 CREEDEN ST COPELAND DR DEAD END Crackseal or Patch 649 92 $1,397 30.50 CREEDEN ST COPELAND DR CENTRAL ST Reclaim Loc. 466 51 $46,402 21.18 CROCKER ST MANSFIELD AVE NORTH MAIN ST Do Nothing 295 98 $0 0.00 CROCKER ST NORTH MAIN ST PRATT ST Reclaim Loc. 603 44 $68,231 24.55 CURTIN ST OAKLAND ST SWETT ST Crackseal or Patch 361 82 $777 136.68 CUSHING LA DARBY DR LAWNDALE RD Reclaim Loc. 655 51 $88,938 21.18 DANE ST NORTH MAIN ST FOXBOROUGH TOWN LINE Reclaim Loc. 593 51 $53,680 21.18 DANIELLE LA FRUIT ST ANGELINA LA Mill/Overlay Loc. 1,296 70 $79,538 22.50 DARBY DR LAWNDALE RD FRANKLIN ST Reclaim Loc. 2,311 48 $313,795 22.51 DAVIS ST SPRING ST HORACE ST Crackseal or Patch 815 86 $2,233 130.41 DAY AVE SCHOOL ST DEAD END Reclaim Loc. 266 39 $28,895 6.92 DEAN ST SPRING ST WEST ST Thin Overlay 1,864 74 $50,164 15.61 DEAN ST WEST ST HIGH ST Do Nothing 1,028 100 $0 0.00 DEEP RUN RD WARE ST DEAD END Crackseal or Patch 590 86 $1,732 32.60 DEER PATH CIR DEER PATH LA CUL DE SAC LOOP Crackseal or Patch 484 86 $1,089 32.60 DEER PATH LA FIELDSTONE DR FIELDSTONE DR Crackseal or Patch 2,442 86 $5,497 130.41 DENWOOD ST SMILEY AVE MARSHALL AVE Crackseal or Patch 499 92 $1,172 122.01 DIMASCIO DR ESSEX ST SHEA CIR Crackseal or Patch 613 92 $1,439 122.01 DONALD ALLEN DR PATTYS RD CUL DE SAC Crackseal or Patch 1,405 85 $4,600 32.98 DONEGAL WAY KERRY DR WEXFORD DR Reclaim Loc. 782 60 $99,104 18.01 DONOVAN LA WEST ST CUL DE SAC Crackseal or Patch 731 92 $2,992 30.50 DOUGLAS DR WEST ST CUL DE SAC LOOP Crackseal or Patch 2,120 92 $5,187 30.50 DOWN LA GOOSE LA CUL DE SAC Crackseal or Patch 571 86 $2,105 32.60 DRAPER AVE HIGHLAND AVE ALLEN ST Mill/Overlay Loc. 512 56 $18,420 28.12 DRAPER AVE ALLEN ST HOWE ST Reclaim Loc. 646 47 $70,173 22.98 DUSTIN CT EAST ST CUL DE SAC Mill/Overlay Loc. 406 61 $32,163 6.45 DUTTON DR WINTER ST CUL DE SAC Do Nothing 279 97 $0 0.00 EAST ST SOUTH MAIN ST 250' W OF HOPE ST Crackseal & Patch 2,452 82 $12,598 73.36 EAST ST 250' W OF HOPE ST 1237' W OF WARE ST Do Nothing 1,573 100 $0 0.00 EAST ST 1237' W OF WARE ST WARE ST Mill/Overlay A/C 1,237 59 $100,778 41.61 EAST ST WARE ST 255' W OF PRATT ST Mill/Overlay A/C 772 69 $62,870 35.58

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 4 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value EAST ST 255' W OF PRATT ST PRATT ST Thin Overlay 255 80 $11,680 36.11 EAST ST PRATT ST LAWNDALE RD Thin Overlay 2,769 82 $134,115 35.23 EAST ST LAWNDALE RD EASTMAN ST Do Nothing 1,617 100 $0 0.00 EAST ST EASTMAN ST CONROD CT Chipseal 1,576 78 $26,547 79.80 EAST ST CONROD CT MILL ST Reclaim A/C 696 64 $92,590 29.37 EAST ST MILL ST DUSTIN CT Reclaim A/C 3,192 50 $390,664 37.60 EAST ST DUSTIN CT NORTH ST Reclaim A/C 2,389 55 $292,386 34.18 EAST ST NORTH ST EASTON TOWN LINE Do Nothing 1,071 96 $0 0.00 EASTBROOK RD ECHO HILLS DR CUL DE SAC Mill/Overlay Loc. 461 59 $36,484 6.67 EASTMAN ST EAST ST 1065' E OF EAST ST Do Nothing 1,065 100 $0 0.00 EASTMAN ST 1065' E OF EAST ST 256' W OF STURBRIDGE DR Do Nothing 1,055 100 $0 0.00 EASTMAN ST 256' E OF STURBRIDGE DR 406' E OF STURBRIDGE DR Do Nothing 662 100 $0 0.00 EASTMAN ST 406' E OF STURBRIDGE DR WEXFORD DR Do Nothing 1,873 100 $0 0.00 EASTMAN ST WEXFORD DR EASTON TOWN LINE Thin Overlay 1,127 80 $63,704 36.11 ECHO HILLS DR EAST ST MARJAC WAY Reclaim Loc. 1,449 39 $190,192 27.70 EDDY ST BRANCH ST EAST ST Thin Overlay 964 77 $31,132 15.01 EDGEWOOD ST SOUTH MAIN ST SMILEY AVE Thin Overlay 526 74 $14,156 15.61 ELIZABETH RD SANDY HILL RD MATTHEW LA Crackseal or Patch 696 85 $1,907 131.92 ELM ST SCHOOL ST ELM TER Do Nothing 1,379 100 $0 0.00 ELM ST ELM TER OAK ST Do Nothing 3,073 100 $0 0.00 ELM ST OAK ST NORTON TOWN LINE Chipseal 2,394 84 $53,768 74.11 ELM TER ELM ST DEAD END Crackseal or Patch 988 85 $1,740 32.98 ELMWOOD CT ELM ST CUL DE SAC Crackseal or Patch 711 86 $2,204 32.60 ELYSE RD PATTYS RD DONALD ALLEN DR Crackseal & Patch 1,557 82 $8,571 73.36 ELYSE RD #2 DONALD ALLEN DR CUL DE SAC Crackseal & Patch 2,015 82 $11,983 18.34 EMERSON CIR JEFFERSON RD CUL DE SAC Crackseal or Patch 624 92 $1,999 30.50 EPHRIAM DR MILL ST CUL DE SAC Mill/Overlay Loc. 934 72 $67,805 5.46 ERICK RD STEARNES AVE 333' N OF BONNEY LA Crackseal or Patch 701 92 $1,921 122.01 ERICK RD 333' N OF BONNEY LA CUL DE SAC Crackseal or Patch 913 92 $3,523 30.50 ERIN DR WARE ST CUL DE SAC Crackseal or Patch 1,225 92 $3,596 30.50 ESSEX ST NORTON TOWN LINE HERITAGE LA Crackseal or Patch 4,136 89 $8,095 126.07 ESSEX ST HERITAGE LA MILL ST Crackseal or Patch 1,622 89 $3,175 126.07 EUGENIA DR SHORT ST CUL DE SAC LOOP Crackseal or Patch 661 86 $1,423 32.60 EVANS CIR GRANADA CIR CUL DE SAC Mill/Overlay Loc. 222 71 $24,367 5.54 FARM POND PATH BAYBROOK FARM RD BAYBROOK FARM RD Crackseal or Patch 604 85 $887 131.92 FAWN LA ESSEX ST CUL DE SAC LOOP Crackseal or Patch 698 92 $1,708 30.50

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 5 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value FIELDSTONE DR BRANCH ST WARE ST Crackseal or Patch 2,524 86 $6,669 130.41 FIRST ST DANE ST NORTH MAIN ST Mill/Overlay Loc. 479 64 $20,274 24.61 FISHER LA JUDYS LA WILLOW ST Crackseal or Patch 660 85 $1,647 131.92 FORBES BLVD PLYMOUTH ST NORFOLK ST Do Nothing 2,339 98 $0 0.00 FORBES BLVD NORFOLK ST BEGIN DIVIDED SECTION Do Nothing 1,205 98 $0 0.00 FORBES BLVD BEGIN DIVIDED SECTION SUFFOLK RD Do Nothing 2,004 98 $0 0.00 FORBES BLVD SUFFOLK RD 582' S OF WEST ST Do Nothing 737 100 $0 0.00 FORBES BLVD 582' S OF WEST ST 475' N OF WEST ST Crackseal or Patch 1,057 92 $3,103 122.01 FORBES BLVD 475' N OF WEST ST CABOT BVLD Crackseal or Patch 718 86 $2,600 130.41 FORBES BLVD CABOT BVLD CHAUNCY ST Crackseal & Patch 2,120 82 $14,393 73.36 FORBES BLVD CHAUNCY ST NORTH END Do Nothing 920 98 $0 0.00 FORBES BV SB NORTH TOWN LINE OXFORD RD Crackseal or Patch 2,985 92 $10,808 122.01 FORBES BV SB OXFORD RD 475' N OF WEST ST Crackseal or Patch 826 86 $2,991 130.41 FORBES BV SB 475' N OF WEST ST 582' S OF WEST ST Crackseal or Patch 1,057 86 $3,103 130.41 FORBES BV SB 582' S OF WEST ST SUFFOLK RD Do Nothing 738 100 $0 0.00 FORBES BV SB SUFFOLK RD HAMPDEN RD Do Nothing 1,111 98 $0 0.00 FORBES BV SB HAMPDEN RD 923' S OF HAMPDEN RD Do Nothing 923 98 $0 0.00 FOWLER ST COPELAND DR DEAD END Crackseal or Patch 579 92 $1,587 30.50 FOX ST ATWOOD ST JOHN ST Thin Overlay 245 74 $5,934 15.61 FOX ST JOHN ST CUL DE SAC Reclaim Loc. 348 50 $66,977 5.40 FOX ST #2 ATWOOD ST CUL DE SAC Do Nothing 211 93 $0 0.00 FRAM DR BIRD RD CUL DE SAC LOOP Mill/Overlay Loc. 1,413 71 $59,806 5.54 FRAM DR (SB) FRAM DR FRAM DR Crackseal or Patch 144 84 $141 133.47 FRAM DR LOOP FRAM DR FRAM DR Mill/Overlay Loc. 202 72 $8,550 21.87 FRANCIS AVE OAKLAND ST 518' S OF MAPLE ST Crackseal or Patch 1,671 81 $6,213 138.35 FRANCIS AVE 518' S OF MAPLE ST MAPLE ST Reclaim Loc. 518 44 $89,134 24.55 FRANKLIN ST EAST ST 250' N OF EAST ST Crackseal or Patch 250 89 $979 315.17 FRANKLIN ST 250' N OF EAST ST WINTER ST Do Nothing 3,587 98 $0 0.00 FRANKLIN ST WINTER ST FOXBOROUGH TOWN LINE Do Nothing 3,928 98 $0 0.00 FRANKLIN ST #2 FRANKLIN ST (N) FRANKLIN ST (S) Do Nothing 540 96 $0 0.00 FREDRIC LA GANDER LA CUL DE SAC Crackseal & Patch 1,690 82 $10,194 18.34 FREEDOM TRL PILGRIM RD CUL DE SAC LOOP Crackseal or Patch 836 92 $1,963 30.50 FRUIT ST SOUTH MAIN ST DANIELLE LA Mill/Overlay Loc. 1,330 71 $70,366 22.18 FRUIT ST DANIELLE LA HALL ST Crackseal or Patch 983 82 $2,405 136.68 FRUIT ST HALL ST 1045' N OF SHORT ST Mill/Overlay Loc. 2,665 67 $135,356 23.51 FRUIT ST 1045' N OF SHORT ST SHORT ST Crackseal or Patch 1,045 83 $2,557 135.06

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 6 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value FRUIT ST SHORT ST NORTON TOWN LINE Mill/Overlay Loc. 2,548 70 $129,414 22.50 FULLER PL OAKLAND ST PRATT ST Reclaim Loc. 550 43 $52,277 25.12 FULTON ST NORTH MAIN ST RUMFORD AVE Mill/Overlay Loc. 411 61 $17,396 25.82 GALE LA JANET LA CAROL RD Crackseal or Patch 632 91 $1,855 123.33 GANDER LA WINTER ST FREDERIC LA Crackseal or Patch 531 84 $1,559 133.47 GANDER LA FREDERIC LA CUL DE SAC Mill/Overlay Loc. 328 72 $31,096 5.46 GENEVA ST SOUTH MAIN ST BELLVIEW DR Crackseal or Patch 560 84 $1,808 133.47 GEORGE ST CENTRAL ST WEST ST Crackseal or Patch 739 84 $1,446 133.47 GILBERT ST WEST ST OTIS ST Crackseal or Patch 6,091 83 $13,114 135.06 GILBERT ST OTIS ST NORTON TOWN LINE Crackseal & Patch 4,314 82 $17,415 73.36 GILES PL CHAUNCY ST COPELAND DR Crackseal or Patch 620 92 $1,699 122.01 GLADIOLA TER SOUTH MAIN ST CUL DE SAC LOOP Reclaim Loc. 636 39 $86,358 6.92 GLEN ST ROCK ST BROOK ST Thin Overlay 428 73 $11,518 15.83 GLEN ST EXT BROOK ST DEAD END Mill/Overlay Loc. 371 66 $17,282 5.96 GLORIA DR WARE ST CUL DE SAC Crackseal or Patch 537 92 $2,009 30.50 GOOSE LA WINTER ST FREDRIC LA Crackseal or Patch 1,082 92 $3,177 122.01 GORDON CT JACOB DR CUL DE SAC Do Nothing 471 98 $0 0.00 GOWARD DR ESSEX ST CUL DE SAC LOOP Crackseal or Patch 943 92 $2,676 30.50 GRANADA CIR PRATT ST CUL DE SAC Reclaim Loc. 725 51 $120,413 5.29 GREEN ACRES DR FRANKLIN ST CUL DE SAC Mill/Overlay Loc. 725 70 $45,720 5.62 GREEN ST FOXBOROUGH TOWN LINE SOUTH HIGH ST Do Nothing 737 98 $0 0.00 GROVE ST WEST ST I95 OVERPASS Mill/Overlay Loc. 674 69 $44,217 22.82 GROVE ST I95 OVERPASS 75' S OF SOUTH ST Crackseal or Patch 532 92 $1,614 122.01 GROVE ST 75' S OF SOUTH ST TOWN LINE Reclaim Loc. 188 55 $26,378 19.64 HALL ST SOUTH MAIN ST FRUIT ST Crackseal or Patch 1,851 91 $4,166 123.33 HAMPDEN RD FORBES BLVD MIDDLESEX RD Do Nothing 1,284 100 $0 0.00 HAMPDEN RD MIDDLESEX RD NORFOLK ST Do Nothing 830 100 $0 0.00 HAMPSHIRE ST WEST ST FOXBOROUGH TOWN LINE Do Nothing 1,955 100 $0 0.00 HARDING LA FRUIT ST CUL DE SAC Crackseal or Patch 500 92 $1,708 30.50 HARTFORD RD LANGLEY DR CUL DE SAC Do Nothing 284 100 $0 0.00 HARVESTWOOD LA PILGRIM RD PLANTATION RD Crackseal & Patch 1,620 82 $7,134 73.36 HEATHER LA SHORT ST CUL DE SAC Crackseal or Patch 713 91 $2,508 30.83 HELENA CIR POTASH RD CUL DE SAC Reclaim Loc. 501 51 $80,922 5.29 HEMLOCK LA JUNIPER DR HALL ST Crackseal or Patch 604 92 $1,714 122.01 HENRY ST CREEDEN ST WEST ST Crackseal or Patch 1,117 91 $2,623 123.33 HERITAGE LA ESSEX ST CUL DE SAC Crackseal or Patch 562 92 $2,080 30.50

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 7 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value HICKORY TER NORTH WHITE PINE LA CUL DE SAC Crackseal or Patch 248 86 $1,189 32.60 HIDDEN LA BROWN AVE CUL DE SAC Crackseal or Patch 709 85 $2,557 32.98 HIGH ST NORTH MAIN ST RUMFORD AVE Reclaim Loc. 359 48 $43,872 22.51 HIGH ST RUMFORD AVE WEST CHURCH ST Mill/Overlay Loc. 611 71 $34,912 22.18 HIGH ST WEST CHURCH ST 420' S OF WEST CHURCH ST Thin Overlay 421 75 $12,460 15.41 HIGH ST 420' S OF WEST CHURCH ST DEAN ST Do Nothing 377 100 $0 0.00 HIGH ST DEAN ST CENTRAL ST 2 Do Nothing 541 100 $0 0.00 HIGHLAND AVE CUL DE SAC LOOP_ CUL DE SAC LOOP Mill/Overlay Loc. 975 70 $49,521 5.62 HIGHLAND AVE CUL DE SAC LOOP CUL DE SAC LOOP_ Reclaim Loc. 524 47 $56,920 5.74 HIGHLAND AVE HOWE ST ALLEN ST Crackseal & Patch 642 81 $2,592 74.26 HIGHLAND AVE ALLEN ST CHAUNCY ST Reclaim Loc. 390 55 $70,607 19.64 HILLSIDE TER COTTAGE ST ROBIN HILL RD Reclaim Loc. 840 34 $100,751 31.77 HODGES ST COURT ST SAMOSET AVE Crackseal & Patch 742 81 $3,948 74.26 HOLSTEIN RD MILL FARM DR CUL DE SAC LOOP Crackseal & Patch 856 81 $3,770 18.56 HOMEFIELD DR ELYSE RD CUL DE SAC LOOP Crackseal or Patch 970 85 $2,278 32.98 HOPE ST PARK ST PRATT ST Crackseal or Patch 2,671 85 $9,148 131.92 HOPE ST PRATT ST SHIELDS ST Thin Overlay 1,063 78 $35,763 14.81 HORACE ST UNION ST DAVIS ST Crackseal & Patch 369 82 $1,625 73.36 HORACE ST DAVIS ST SOUTH MAIN ST Crackseal or Patch 354 85 $831 131.92 HORSESHOE LOOP BAYBROOK FARM RD BAYBROOK FARM RD Crackseal or Patch 292 86 $429 130.41 HOWE ST HIGHLAND AVE RIVER ST Reclaim Loc. 628 49 $68,218 22.05 HOWE ST RIVER ST DEAD END Crackseal or Patch 439 86 $859 130.41 IAN KEATS DR SANDY HILL RD CUL DE SAC Thin Overlay 1,362 77 $58,291 3.75 INGRID DR WEST ST CUL DE SAC Crackseal or Patch 893 91 $2,185 30.83 JACOB DR TREMONT ST JACOB DR Do Nothing 2,750 98 $0 0.00 JAKES WAY BRANCH ST CUL DE SAC LOOP Do Nothing 1,369 98 $0 0.00 JAMES ST BENEFIT ST SPRING ST Crackseal & Patch 719 81 $2,639 74.26 JAMESON CT MILL ST CUL DE SAC LOOP Reclaim Loc. 985 46 $106,997 5.87 JANET LA BROOKSIDE RD CUL DE SAC Crackseal or Patch 648 92 $2,377 30.50 JASON LA EAST ST CUL DE SAC Crackseal or Patch 716 92 $2,577 30.50 JEAN RD DONALD ALLEN DR CUL DE SAC Crackseal or Patch 294 86 $1,338 32.60 JEFFERSON RD FRUIT ST EMERSON CIR Crackseal or Patch 627 92 $1,473 122.01 JEFFERSON RD EMERSON CIR LONGWOOD CIR Crackseal or Patch 653 92 $1,534 122.01 JENNIFER DR MAPLE ST CUL DE SAC Crackseal or Patch 715 84 $2,333 33.36 JEWELL ST BALCOM ST WILLIAMS ST Do Nothing 3,191 98 $0 0.00 JOANNA DR MAPLE ST FOXBOROUGH TOWN LINE Mill/Overlay Loc. 581 71 $29,509 22.18

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 8 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value JOHN ST CENTRAL ST FOX ST Mill/Overlay Loc. 599 70 $25,353 22.50 JONATHAN RD ESSEX ST CUL DE SAC Reclaim Loc. 774 57 $122,151 4.73 JUDYS LA FISHER LA CUL DE SAC Crackseal or Patch 373 85 $1,300 32.98 JUNIPER DR HALL ST FRUIT ST Crackseal or Patch 919 92 $2,608 122.01 JUSTIN DR BALCOM ST NORTH WHITE PINE LA Crackseal or Patch 1,184 92 $3,013 122.01 KELI LA MAPLE ST CUL DE SAC LOOP Do Nothing 1,185 98 $0 0.00 KERRY DR DONEGAL WAY CAVAN XING Mill/Overlay Loc. 1,207 69 $71,521 22.82 KERRY DR CAVAN XING CUL DE SAC Crackseal & Patch 1,409 82 $8,166 18.34 KING ARTHUR WAY WILLIAMS ST CUL DE SAC Do Nothing 1,799 98 $0 0.00 KING ST COUNTY ST DEAD END Crackseal or Patch 515 84 $1,008 33.36 KING ST NORTH MAIN ST DEAD END Crackseal or Patch 488 88 $955 31.87 KINGMAN AVE OAKLAND ST DEAD END Reclaim Loc. 569 44 $59,233 6.13 KNIGHT WAY NORTH WHITE PINE LA CUL DE SAC LOOP Do Nothing 760 98 $0 0.00 LAKEVIEW AVE PLAIN ST LAKEVIEW RD Crackseal or Patch 802 91 $1,099 123.33 LAKEVIEW RD PLAIN ST LAKEVIEW AVE Do Nothing 684 98 $0 0.00 LANCASHIRE DR YORK RD WEST ST Mill/Overlay Loc. 2,402 70 $142,331 22.50 LANCELOT LA TREMONT ST KING ARTHUR WAY Crackseal or Patch 969 92 $2,845 122.01 LANGLEY DR MAPLE ST CUL DE SAC Crackseal or Patch 537 92 $2,052 30.50 LANTERN LA VILLAGE RD DEAD END Crackseal or Patch 1,683 85 $4,941 32.98 LAWNDALE RD EAST ST CUSHING LA Mill/Overlay Loc. 2,227 68 $131,962 23.16 LAWNDALE RD CUSHING LA TANYA DR (W) Mill/Overlay Loc. 1,488 67 $88,190 23.51 LAWNDALE RD TANYA DR (W) TANYA DR (E) Reclaim Loc. 770 47 $97,520 22.98 LEONARD CIR LEONARD ST CUL DE SAC Thin Overlay 317 74 $19,328 3.90 LEONARD ST WILLOW ST SOUTH MAIN ST Mill/Overlay Loc. 1,189 68 $80,520 23.16 LEWIS RD MAPLE ST CUL DE SAC Do Nothing 740 100 $0 0.00 LIBERTY ST NORTH MAIN ST DEAD END Crackseal & Patch 399 82 $1,464 18.34 LINCOLN RD BRANCH RD CUL DE SAC LOOP Do Nothing 1,279 100 $0 0.00 LINDEN ST PARK ST EAST ST Do Nothing 507 100 $0 0.00 LONGWOOD CIR CUL DE SAC (S) CUL DE SAC (N) Crackseal or Patch 696 92 $2,168 30.50 MANSFIELD AVE OAKLAND ST 433' N OF CROCKER ST Do Nothing 1,314 100 $0 0.00 MANSFIELD AVE 433' N OF CROCKER ST CROCKER ST Do Nothing 151 98 $0 0.00 MAPLE ST EASTON TOWN LINE 370' E OF KELI LA Reclaim A/C 2,894 57 $354,192 32.98 MAPLE ST 370' E OF KELI LA 90' E OF BIRD RD Mill/Overlay A/C 1,121 70 $60,885 35.07 MAPLE ST 90' E OF BIRD RD JENNIFER DR Do Nothing 1,805 100 $0 0.00 MAPLE ST JENNIFER DR FRANKLIN ST Do Nothing 1,104 100 $0 0.00 MAPLE ST FRANKLIN ST JOHANNA DR Do Nothing 1,727 100 $0 0.00

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 9 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value MAPLE ST JOHANNA DR 2000' E OF FRANCIS AVE Reclaim A/C 2,157 51 $229,558 36.86 MAPLE ST 2000' E OF FRANCIS AVE FRANCIS AVE Reclaim A/C 2,000 51 $212,849 36.86 MAPLE ST FRANCIS AVE OAKLAND ST Do Nothing 1,034 100 $0 0.00 MARJAC WAY EASTON TOWN LINE ECHO HILLS DR Reclaim Loc. 392 50 $51,440 21.61 MARJAC WAY ECHO HILLS DR NECCO RD Reclaim Loc. 767 59 $100,687 18.31 MARSHALL AVE FRUIT ST SMILEY AVE Do Nothing 704 98 $0 0.00 MARSHALL AVE SMILEY AVE DENWOOD ST Crackseal or Patch 694 91 $1,902 123.33 MARSHALL AVE DENWOOD ST ASPEN ST Crackseal or Patch 1,431 86 $3,221 130.41 MARTHAS WAY BALCOM ST CUL DE SAC LOOP Crackseal or Patch 1,010 85 $2,372 32.98 MARYALICE WAY HIGHLAND AVE DEAD END Do Nothing 309 100 $0 0.00 MATTHEW LA IAN KEATS DR CUL DE SAC Crackseal or Patch 903 84 $2,969 33.36 MAVERICK DR WEST ST CUL DE SAC Crackseal or Patch 1,414 91 $4,626 30.83 MAYFLOWER DR PILGRIM RD OLD NORTH TR Crackseal or Patch 908 84 $2,133 133.47 MAYFLOWER DR OLD NORTH TR WEXFORD DR Crackseal or Patch 1,410 86 $3,864 130.41 MAYHEW FARM DR SCHOOL ST CUL DE SAC Crackseal or Patch 880 89 $1,852 31.51 MCKENZIE LA ELM ST CUL DE SAC LOOP Do Nothing 1,608 100 $0 0.00 MEADOW LA FRUIT ST CUL DE SAC Do Nothing 519 96 $0 0.00 MEGANS WAY OLD FARM RD CUL DE SAC Thin Overlay 559 77 $26,009 3.75 MICHAEL LN SOUTH MAIN ST CUL DE SAC LOOP Do Nothing 743 93 $0 0.00 MIDDLESEX RD HAMPDEN RD CUL DE SAC Do Nothing 745 100 $0 0.00 MILL ST NORTON TOWN LINE JAMESON CT Chipseal 727 78 $9,521 79.80 MILL ST STEARNS AVE EASTON TOWNLINE Mill/Overlay Loc. 201 69 $8,507 22.82 MILL ST JAMESON CT ESSEX ST Chipseal 3,407 82 $44,640 75.91 MILL ST ESSEX ST 512' N OF SANDY HILL RD Reclaim A/C 874 64 $111,618 29.37 MILL ST 512' N OF SANDY HILL RD EAST ST Reclaim A/C 2,258 59 $276,353 31.86 MILLFARM DR PLOWSHARE CT MILL ST Reclaim Loc. 1,769 49 $192,160 22.05 MILLSTONE CT MILLFARM DR CUL DE SAC LOOP Reclaim Loc. 660 60 $65,719 4.50 MONAHAN LA 204' S OF EASTMAN ST CARLOW CROSSING Mill/Overlay Loc. 1,401 67 $83,017 23.51 MONAHAN LA CARLOW CROSSING CUL DE SAC Mill/Overlay Loc. 960 70 $67,581 5.62 MONAHAN LA (NB) 200' S OF EASTMAN ST EASTMAN ST Mill/Overlay Loc. 199 71 $8,423 22.18 MONAHAN LA (SB) EASTMAN ST 204' S OF EASTMAN ST Crackseal or Patch 204 84 $399 133.47 MORGAN RD WEST ST PINTO WAY Crackseal or Patch 817 92 $2,399 122.01 MORINI ST ANGELL ST NORTH MAIN ST Do Nothing 392 96 $0 0.00 MORROW ST PERKINS AVE CUL DE SAC Crackseal or Patch 1,452 82 $4,209 34.17 MORSE CT CORAL ST DEAD END Do Nothing 296 100 $0 0.00 MYRTLE ST CARPENTER AVE DEAD END Do Nothing 363 98 $0 0.00

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 10 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value MYSTIC LA EASTMAN ST MONAHAN LA Mill/Overlay Loc. 1,459 71 $74,103 22.18 NATHAN RD FRUIT ST CUL DE SAC Crackseal or Patch 717 92 $1,684 30.50 NECCO RD CUL DE SAC CUL DE SAC Reclaim Loc. 788 47 $125,853 5.74 NELSON WAY JEWELL ST WILLIAMS ST Mill/Overlay Loc. 1,832 69 $93,048 22.82 NEWELL LA SOUTH MAIN ST CUL DE SAC LOOP Crackseal or Patch 677 86 $1,590 32.60 NEWTON ST PLEASANT ST PRATT ST Reclaim Loc. 758 42 $82,339 25.72 NICOLE RD MAPLE ST NOREEN RD (N) Do Nothing 428 93 $0 0.00 NICOLE RD NOREEN RD (N) NOREEN RD (S) Do Nothing 891 93 $0 0.00 NOONAN ST PERKINS AVE WEBSTER ST Crackseal or Patch 494 84 $1,257 133.47 NOREEN RD NICOLE RD CUL DE SAC LOOP Do Nothing 1,545 93 $0 0.00 NORFOLK ST FORBES BLVD 363' W OF ROUTE 140 Mill/Overlay A/C 2,746 69 $298,289 14.23 NORFOLK ST 363' W OF ROUTE 140 ROUTE 140 Reclaim Loc. 375 56 $45,827 19.29 NORFOLK ST (Y-INT) ROUTE 140 350' W OF RT 140 Reclaim Loc. 363 48 $44,360 22.51 NORTH MAIN ST FOXBOROUGH TOWN LINE DANE ST Do Nothing 1,244 100 $0 0.00 NORTH MAIN ST CROCKER ST KINGMAN AVE Do Nothing 773 100 $0 0.00 NORTH MAIN ST DANE ST MORINI ST Do Nothing 464 100 $0 0.00 NORTH MAIN ST MORINI ST 222' S OF COUNTY ST Crackseal & Patch 1,587 82 $8,738 73.36 NORTH MAIN ST 222' S OF COUNTY ST 178' N OF PRATT ST PCC PrevMaint Seal & Patch 825 76 $6,055 148.63 NORTH MAIN ST 178' N OF PRATT ST CROCKER ST Do Nothing 461 100 $0 0.00 NORTH MAIN ST CROCKER ST CHAUNCY ST Do Nothing 194 98 $0 0.00 NORTH MAIN ST CHAUNCY ST OLD COLONY RD Do Nothing 1,145 100 $0 0.00 NORTH MAIN ST OLD COLONY RD WEST ST Do Nothing 1,659 100 $0 0.00 NORTH ST EAST ST EASTON TOWN LINE Reclaim Loc. 1,019 49 $115,303 22.05 NORTH WHITE PINE LA CLAIRE AVE JUSTIN DR Crackseal or Patch 2,004 89 $5,687 126.07 NORTHRIDGE RD EASTMAN ST DONEGAL WAY Mill/Overlay Loc. 1,127 72 $66,781 21.87 OAK LEAF DR OAK ST 596' W OF OAK ST Reclaim Loc. 596 37 $75,532 29.19 OAK LEAF DR 596' W OF OAK ST TOWN LINE Reclaim Loc. 1,000 48 $126,731 22.51 OAK ST ELM ST 1344' N OF NORTON TOWN LINE Crackseal & Patch 1,971 82 $8,319 73.36 OAK ST 1344' N OF NORTON TOWN LINE NORTON TOWN LINE Reclaim Loc. 1,345 49 $139,994 22.05 OAKLAND ST KINGMAN AVE 100' S OF CHARLES ST Do Nothing 558 100 $0 0.00 OAKLAND ST 100' S OF CHARLES ST 70' S OF CURTIN ST Crackseal or Patch 1,139 92 $3,121 122.01 OAKLAND ST 70' S OF CURTIN ST 50' S OF MAPLE ST Do Nothing 1,619 98 $0 0.00 OAKLAND ST 50' S OF MAPLE ST FOXBOROUGH TOWN LINE Thin Overlay 1,493 78 $48,216 14.81 OAKRIDGE AVE PLAIN ST TOWN LINE Mill/Overlay Loc. 190 70 $12,069 22.50 OLD COLONY RD THOMAS ST WEST CHURCH ST Do Nothing 806 100 $0 0.00 OLD COLONY RD WEST CHURCH ST NORTH MAIN ST Do Nothing 188 100 $0 0.00

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 11 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value OLD COLONY RD N MAIN ST SAMOSET AVE Do Nothing 134 100 $0 0.00 OLD COLONY RD 50' S OF SAMOSET AVE DEAD END Reclaim Loc. 526 42 $47,615 25.72 OLD ELM ST SCHOOL ST (S) SCHOOL ST (N) Crackseal or Patch 3,280 91 $7,062 123.33 OLD ELM ST EXT DEAD END OLD ELM ST Crackseal or Patch 210 86 $411 32.60 OLD FARM RD WEST ST WAYSIDE DR Crackseal or Patch 2,269 85 $6,439 131.92 OLD MAPLE ST JOANNA DR DEAD END Reclaim Loc. 245 63 $22,196 4.28 OLD NORTH TRL CARRIAGE HOUSE LA MAYFLOWER DR Thin Overlay 2,400 76 $90,424 15.20 OLD NORTH TRL MAYFLOWER DR PILGRIM RD Crackseal or Patch 555 85 $1,521 131.92 OLD SCHOOL ST WEST SCHOOL ST CUL DE SAC Reclaim Loc. 476 41 $71,837 6.58 OLD STABLE DR STEARNS AVE OLD NORTH TR Crackseal & Patch 1,297 81 $6,664 74.26 OLD STABLE DR OLD NORTH TR PLANTATION RD Crackseal or Patch 1,078 91 $2,954 123.33 OTIS ST GILBERT ST BALCOM ST Do Nothing 4,826 100 $0 0.00 OTIS ST BALCOM ST SCHOOL ST Do Nothing 1,309 100 $0 0.00 OXFORD RD CABOT BLVD CUL DE SAC Do Nothing 776 100 $0 0.00 PAINE RD CENTRAL ST COPELAND DR Crackseal or Patch 326 92 $510 122.01 PARK AVE EAST ST PARK ST Do Nothing 536 100 $0 0.00 PARK ST NORTH MAIN ST 100' W OF HOPE ST Do Nothing 2,270 100 $0 0.00 PARK ST 100' W OF HOPE ST EAST ST Do Nothing 187 100 $0 0.00 PARKER ST SOUTH MAIN ST DEAD END Crackseal or Patch 383 86 $637 32.60 PARTRIDGE LA ELM ST CUL DE SAC Crackseal or Patch 725 84 $2,665 33.36 PATRICIA RD GALE LA CUL DE SAC Crackseal or Patch 412 92 $1,685 30.50 PATTYS RD 389' N OF MAPLE ST DONALD ALLED DR Crackseal or Patch 1,425 86 $4,184 130.41 PATTYS RD DONALD ALLEN DR ELYSE RD Crackseal or Patch 1,519 85 $4,460 131.92 PATTY'S RD (NB) MAPLE ST 389' N OF MAPLE ST Crackseal or Patch 389 86 $609 130.41 PATTYS RD (SB) ELYSE RD MAPLE ST Crackseal or Patch 389 86 $609 130.41 PAULA LA WARE ST CUL DE SAC Crackseal or Patch 583 90 $2,162 31.17 PERKINS AVE CHAUNCY ST NOONAN ST Crackseal or Patch 404 82 $791 136.68 PERKINS AVE NOONAN ST DEAD END Crackseal & Patch 702 81 $3,349 18.56 PHEASANT HOLLOW DR OTIS ST CUL DE SAC LOOP Crackseal or Patch 870 92 $2,128 30.50 PIASECKI DR WINTER ST CUL DE SAC LOOP Crackseal or Patch 847 86 $1,989 32.60 PILGRIM RD COLONIAL DR MAYFLOWER DR Crackseal & Patch 1,077 82 $5,533 18.34 PILGRIM RD MAYFLOWER DR CUL DE SAC LOOP Crackseal & Patch 1,788 82 $9,186 18.34 PINE NEEDLE LA FRANKLIN ST WALDOR DR Crackseal or Patch 1,911 92 $5,610 122.01 PINE ST WILLIAMS ST WEST ST Do Nothing 1,679 96 $0 0.00 PINEVIEW TER LAWNDALE RD CUL DE SAC LOOP Crackseal or Patch 778 84 $2,284 33.36 PINTO WAY MAVERICK DR CUL DE SAC Crackseal or Patch 741 91 $2,650 30.83

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 12 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value PLAIN ST WEST ST LAKEVIEW AVE Chipseal 1,562 79 $23,388 31.51 PLAIN ST LAKEVIEW AVE 100' E OF BROWN AVE Crackseal or Patch 1,161 91 $2,500 123.33 PLAIN ST 100' E OF BROWN AVE TOWN LINE Mill/Overlay Loc. 388 69 $19,707 22.82 PLANTATION RD MAYFLOWER DR CUL DE SAC LOOP Thin Overlay 1,469 77 $55,347 3.75 PLANTINGFIELD RD OTIS ST CUL DE SAC Crackseal & Patch 753 81 $5,915 18.56 PLEASANT ST NORTH MAIN ST CLINTON ST Reclaim Loc. 1,434 65 $168,751 16.62 PLOWSHARE CT MILL ST CUL DE SAC LOOP Crackseal & Patch 902 82 $3,972 18.34 PLYMOUTH ST SCHOOL ST FORBES BLVD Do Nothing 517 98 $0 0.00 PLYMOUTH ST FORBES BLVD 1100' N OF FORBES BLVD Do Nothing 1,105 98 $0 0.00 PLYMOUTH ST 1100' N OF FORBES BLVD CUL DE SAC Mill/Overlay Loc. 1,613 68 $152,291 5.79 POTASH RD FRANKLIN ST (N) FRANKLIN ST (S) Reclaim Loc. 2,988 60 $338,100 18.01 PRATT ST EAST ST 1375' W OF EAST ST Crackseal or Patch 1,117 85 $4,043 131.92 PRATT ST 1375' W OF EAST ST GRANADA CIR Do Nothing 1,997 100 $0 0.00 PRATT ST GRANADA CIR HOPE ST Do Nothing 716 100 $0 0.00 PRATT ST HOPE ST CHAUNCY ST Crackseal or Patch 1,305 86 $4,470 130.41 PRATT ST CHAUNCY ST FULLER PL Mill/Overlay Loc. 512 58 $34,131 27.15 PRATT ST FULLER PL OAKLAND ST Do Nothing 74 100 $0 0.00 PRINCE ST MORROW ST CUL DE SAC Mill/Overlay Loc. 250 63 $24,875 6.25 RESERVOIR ST NORTON TOWN LINE SOUTH MAIN ST Crackseal or Patch 2,296 89 $5,393 126.07 RIDGEVIEW LA FRANKLIN ST CUL DE SAC LOOP Do Nothing 1,903 98 $0 0.00 RIVER EDGE RD WARE ST CUL DE SAC LOOP Crackseal or Patch 1,677 83 $3,939 33.76 RIVER ST HOWE ST ALLEN ST Mill/Overlay Loc. 576 59 $26,817 26.69 RIVERSIDE DR BENEFIT ST 279' S OF BENEFIT ST Crackseal or Patch 279 92 $628 122.01 RIVERSIDE DR 279' S OF BENEFIT ST 71' S OF BASIN ST Mill/Overlay Loc. 637 71 $37,746 22.18 RIVERSIDE DR 71' S OF BASIN ST CUL DE SAC Reclaim Loc. 533 59 $89,268 4.57 RIVERWOOD DR TREMONT ST 653' E OF TREMONT ST Thin Overlay 653 73 $21,967 15.83 RIVERWOOD DR 653' E OF TREMONT ST RIVERWOOD DR Reclaim Loc. 1,042 53 $117,905 20.38 ROBIN HILL RD BROOK ST HOPE ST Crackseal or Patch 525 84 $1,361 133.47 ROBINSON CT PINE ST CUL DE SAC Do Nothing 583 98 $0 0.00 ROBYN LA FRANKLIN ST CUL DE SAC Thin Overlay 730 76 $30,914 3.80 ROCK ST COURT ST COTTAGE ST Crackseal or Patch 1,226 85 $2,999 131.92 ROSEWOOD DR BIRD RD CUL DE SAC Crackseal or Patch 716 85 $2,215 32.98 RUMFORD AVE THOMAS ST WEST ST Reclaim Loc. 2,694 46 $329,220 23.48 RUSTIC DR WARE ST CUL DE SAC Crackseal or Patch 693 92 $2,510 30.50 SADDLE RIDGE RD BLACK POND RD DEAD END Crackseal & Patch 693 81 $3,815 18.56 SADIES WAY COOPER RD CUL DE SAC LOOP Crackseal or Patch 589 92 $1,383 30.50

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 13 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value SAMOSET AVE OLD COLONY RD BROOK ST Mill/Overlay Loc. 1,687 69 $64,432 22.82 SAMOSET AVE BROOK ST DEAD END Reclaim Loc. 239 57 $26,614 18.95 SANDY HILL RD MILL ST JONATHAN RD Mill/Overlay Loc. 1,552 72 $91,964 21.87 SAWMILL CT HOLSTEIN RD DEAD END Crackseal or Patch 629 92 $1,477 30.50 SCHOOL ST ELM ST 365' S OF OTIS ST Chipseal 807 73 $20,645 85.25 SCHOOL ST 365' S OF OTIS ST OTIS ST Do Nothing 366 100 $0 0.00 SCHOOL ST OTIS ST OLD ELM ST (S) Crackseal or Patch 751 90 $2,205 311.72 SCHOOL ST OLD ELM ST (S) PLYMOUTH ST Do Nothing 3,383 100 $0 0.00 SCHOOL ST PLYMOUTH ST SEAN DR Chipseal 1,176 82 $33,015 75.91 SCHOOL ST SEAN DR 577' S OF OLD SCHOOL ST Do Nothing 1,018 100 $0 0.00 SCHOOL ST 577' S OF OLD SCHOOL ST 314' W OF RT 140 Do Nothing 1,610 100 $0 0.00 SCHOOL ST 314' W OF RT 140 SPRING ST Mill/Overlay A/C 837 70 $113,651 35.07 SCHOOL ST SPRING ST WEST ST Thin Overlay 2,052 81 $96,641 35.67 SCHOOL ST (Y-INT) SCHOOL ST RT 140 NB Mill/Overlay A/C 249 72 $14,876 34.10 SCHOOL ST (Y-INT) SCHOOL ST RT 140 SB Thin Overlay 295 85 $8,733 33.99 SCHOOL ST(WB) 260' W OF SPRING ST 310' W OF RT 140 Thin Overlay 589 84 $20,607 34.40 SEAN DR SCHOOL ST CUL DE SAC Reclaim Loc. 677 48 $98,226 5.62 SENECAL ST NORTH MAIN ST ANGELL ST Crackseal or Patch 328 86 $770 130.41 SERENA ALLEN WAY BIRD RD CUL DE SAC LOOP Crackseal or Patch 875 86 $2,226 32.60 SHANNON LA EAST ST CUL DE SAC Crackseal or Patch 722 85 $2,595 32.98 SHAWMUT AVE ROCK ST OLD COLONY RD Crackseal & Patch 1,155 81 $5,617 74.26 SHAWMUT AVE EXTENSIONBROOK ST CUL DE SAC Crackseal or Patch 455 84 $1,572 33.36 SHEA CIR DEAD END TOWNLINE Crackseal or Patch 1,145 86 $2,689 32.60 SHIELDS ST OAKLAND ST HOPE ST Thin Overlay 989 74 $33,270 15.61 SHILOH DR ESSEX ST CUL DE SAC Do Nothing 726 98 $0 0.00 SHORT ST FRUIT ST WARE ST Mill/Overlay Loc. 884 69 $43,028 22.82 SMILEY AVE ASPEN ST CHESTNUT ST Crackseal or Patch 506 92 $1,089 122.01 SMILEY AVE CHESTNUT ST MARSHALL ST Crackseal or Patch 1,270 92 $2,983 122.01 SMITH RD TREMONT ST (N) 793' N OF TREMONT ST (S) Crackseal or Patch 1,460 86 $3,429 130.41 SMITH RD 793' N OF TREMONT ST (S) TREMONT ST (S) Crackseal or Patch 793 91 $1,863 123.33 SOUTH MAIN ST EAST ST 123' S OF PARK ROW Crackseal or Patch 466 92 $2,007 305.02 SOUTH MAIN ST 123' S OF PARK ROW WILSON PL Thin Overlay 572 83 $28,478 34.81 SOUTH MAIN ST WILSON PL SPRING ST Thin Overlay 1,126 75 $56,060 38.52 SOUTH PARK LA SOUTH PARK LA YORK RD Crackseal & Patch 2,589 81 $11,401 74.26 SOUTH ST GROVE ST 950' S OF BARTON RD Reclaim Loc. 2,075 60 $159,658 18.01 SOUTH ST 950' S OF BARTON RD TOWN LINE Crackseal or Patch 947 92 $1,575 122.01

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 14 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value SOUTH WALAUT ST WEST ST 475' S OF WEST ST Thin Overlay 476 74 $10,884 3.90 SOUTH WALAUT ST 475' S OF WEST ST DEAD END Reclaim Loc. 507 51 $39,026 5.29 SOUTH WHITE PINE LA CLAIRE AVE CUL DE SAC Crackseal or Patch 795 86 $2,490 32.60 SPRING ST SCHOOL ST SOUTH MAIN ST Chipseal 3,284 79 $49,171 78.79 SQUIRE AVE EPHRIAM DR EAST ST Mill/Overlay Loc. 858 63 $52,657 25.00 STANLEY CIR BIRD RD CUL DE SAC LOOP Do Nothing 874 100 $0 0.00 STEARNS AVE EAST ST COLONIAL DR Mill/Overlay Loc. 3,760 64 $164,222 24.61 STEARNS AVE COLONIAL DR CARRIAGE HOUSE LA Mill/Overlay Loc. 1,263 66 $56,107 23.86 STEARNS AVE CARRIAGE HOUSE LA EASTON TOWN LINE Mill/Overlay Loc. 1,640 65 $70,906 24.23 STILLBROOK LA FRUIT ST CUL DE SAC LOOP Crackseal or Patch 790 89 $1,624 31.51 STRATTON RD WEST ST CUL DE SAC LOOP Thin Overlay 1,035 79 $34,817 3.65 STURBRIDGE DR 211' S OF EASTMAN ST COOPER RD Mill/Overlay Loc. 1,158 71 $73,519 22.18 STURBRIDGE DR (NB) 211' S OF EASTMAN ST EASTMAN ST Crackseal or Patch 211 86 $413 130.41 STURBRIDGE DR (SB) EASTMAN ST 211' S OF EASTMAN ST Crackseal or Patch 211 86 $413 130.41 SUFFOLK RD FORBES BLVD CUL DE SAC Mill/Overlay Loc. 902 65 $88,830 6.05 SUMMER ST CENTRAL ST DEAN ST Crackseal or Patch 563 84 $1,488 133.47 SUMMIT ST ANGELL ST NORTH MAIN ST Crackseal or Patch 372 91 $874 123.33 SURREY DR LANTERN LA (N) LANTERN LA (S) Crackseal or Patch 1,586 91 $4,656 123.33 SUZANNE LA EAST ST CUL DE SAC LOOP Do Nothing 555 98 $0 0.00 SWETT ST SHIELDS ST OAKLAND ST Do Nothing 682 100 $0 0.00 TANYA DR LAWNDALE RD CUL DE SAC Reclaim Loc. 1,766 50 $254,222 5.40 THOMAS ST RUMFORD AVE NORTH MAIN ST Do Nothing 413 100 $0 0.00 THOMPSON ST HOPE ST DEAD END Crackseal & Patch 413 81 $1,667 18.56 THOMPSON ST FULLER PL DEAD END Do Nothing 321 96 $0 0.00 THORNTON RD NORTON TOWN LINE DEAD END Reclaim Loc. 535 47 $58,115 5.74 TIMBERLINE DR WEST ST CUL DE SAC Crackseal or Patch 722 82 $2,290 34.17 TRACY CIR TRACY CIR (LOOP) WARE ST Do Nothing 2,199 100 $0 0.00 TREMONT ST WEST ST WILLIAMS ST Crackseal or Patch 4,628 87 $9,964 128.93 TROWBRIDGE LA TREMONT ST CUL DE SAC Crackseal or Patch 448 91 $1,620 30.83 UNION ST WEST ST PARK RW Crackseal or Patch 315 86 $1,048 130.41 UNION ST PARK RW SPRING ST Thin Overlay 1,670 77 $67,415 15.01 UNION ST EXT BENEFIT ST BASIN ST Reclaim Loc. 955 47 $99,416 22.98 VAN GEMERT DR MILL ST CUL DE SAC Crackseal or Patch 684 86 $2,102 32.60 VICTORIA LA YORK RD CUL DE SAC LOOP Thin Overlay 808 73 $27,181 3.95 VILLA ST RUMFORD AVE NORTH MAIN ST Mill/Overlay Loc. 484 64 $30,728 24.61 VILLAGE RD COACH RD LANTERN LA Crackseal or Patch 395 92 $1,634 30.50

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 15 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value VILLAGE RD LANTERN LA CUL DE SAC Crackseal or Patch 547 86 $2,081 32.60 WAGONWHEEL WAY BAYBROOK FARM RD CUL DE SAC LOOP Crackseal or Patch 600 86 $1,174 32.60 WALAUT ST WEST ST CHAUNCY ST Do Nothing 1,979 98 $0 0.00 WALDOR DR PINE NEEDLE LA CUL DE SAC Crackseal or Patch 909 92 $3,144 30.50 WARE ST ESSEX ST SHORT ST Crackseal or Patch 3,272 88 $6,724 127.48 WARE ST SHORT ST 534' S OF BRANCH ST Crackseal or Patch 3,282 86 $6,424 130.41 WARE ST 534' S OF BRANCH ST CANOE RIVER DR Crackseal or Patch 2,394 86 $4,686 130.41 WARE ST CANOE RIVER DR EAST ST Crackseal or Patch 3,283 86 $8,032 130.41 WARREN AVE CENTRAL ST WINTHROP AVE Crackseal or Patch 1,054 92 $2,682 122.01 WAYSIDE DR GILBERT ST OLD FARM RD Crackseal or Patch 593 83 $2,321 135.06 WEAVER LA STURBRIDGE DR CUL DE SAC LOOP Thin Overlay 829 78 $26,772 3.70 WEBB PL SOUTH MAIN ST DEAD END Do Nothing 522 100 $0 0.00 WEBSTER ST MORROW ST NOONAN ST Mill/Overlay Loc. 546 71 $30,042 22.18 WESSEL AVE THOMPSON AV DEAD END Mill/Overlay Loc. 170 68 $0 5.79 WEST CHURCH ST OLD COLONY WAY RUMFORD AVE Crackseal or Patch 329 85 $965 131.92 WEST CHURCH ST RUMFORD AVE HIGH ST Crackseal or Patch 825 86 $2,100 130.41 WEST COTTAGE ST RUMFORD AVE OLD COLONY RD Do Nothing 215 100 $0 0.00 WEST COTTAGE ST OLD COLONY RD NORTH MAIN ST Do Nothing 180 100 $0 0.00 WEST ST GEORGE ST DEAD END Crackseal or Patch 1,588 86 $4,041 32.60 WEST ST ROUTE 140 570' W OF RT 140 Mill/Overlay Loc. 570 69 $48,251 5.70 WEST ST NORTH MAIN ST 170' W OF RUMFORD AVE Do Nothing 610 100 $0 0.00 WEST ST 570' W OF RT 140 90' W OF STRATTON RD Crackseal or Patch 822 85 $1,689 131.92 WEST ST 170' W OF RUMFORD AVE CENTRAL ST 2 Do Nothing 1,241 100 $0 0.00 WEST ST 90' W OF STRATTON RD FORBES BVLD Do Nothing 1,456 98 $0 0.00 WEST ST CENTRAL ST 2 100' W OF SCHOOL ST Do Nothing 306 100 $0 0.00 WEST ST 100' W OF SCHOOL ST CARPENTER AVE Crackseal or Patch 187 90 $512 124.68 WEST ST CARPENTER AVE DEAD END Crackseal or Patch 334 92 $850 30.50 WEST ST FORBES BVLD HAMPSHIRE ST Do Nothing 1,825 98 $0 0.00 WEST ST HAMPSHIRE ST BRIDGE Chipseal 710 79 $15,060 31.51 WEST ST BRIDGE END OF BRIDGE Crackseal or Patch 358 91 $1,296 123.33 WEST ST END OF BRIDGE I95 BRIDGE ACCESS ROAD Chipseal 492 78 $11,357 31.92 WEST ST I95 BRIDGE ACCESS ROAD TREMONT ST Crackseal or Patch 1,915 83 $4,498 135.06 WEST ST TREMONT ST DOUGLAS DR Crackseal or Patch 2,543 92 $6,220 122.01 WEST ST DOUGLAS DR WILLIAMS ST Crackseal or Patch 3,700 85 $9,051 131.92 WEST ST WILLIAMS ST TOWN LINE Chipseal 4,590 75 $74,453 33.19 WEST ST (EB) 250' W OF RT 140 RT 140 Reclaim A/C 410 58 $65,451 32.41

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 16 of 17 Budget Scenario: Current PCI 2018 Repair Benefit Street Name From To Alternative Length (ft) PCI Cost Value WESTVIEW DR WEST ST CUL DE SAC LOOP Crackseal or Patch 1,064 85 $3,124 32.98 WEXFORD DR CAVAN XING KERRY DR Crackseal & Patch 875 82 $4,496 73.36 WEXFORD DR NORTHRIDGE DR CAVAN XING Reclaim Loc. 988 50 $125,210 21.61 WEXFORD DR (NB) EASTMAN ST NORTHRIDGE DR Reclaim Loc. 335 52 $24,260 20.78 WEXFORD DR (SB) NORTHRIDGE DR EASTMAN RD Reclaim Loc. 335 50 $24,260 21.61 WHITETAIL LA SCHOOL ST CUL DE SAC Crackseal or Patch 562 92 $1,899 30.50 WICKLOW LA KERRY DR CUL DE SAC Mill/Overlay Loc. 316 63 $27,592 6.25 WILDFLOWER LA BAYBROOK FARM RD BAYBROOK FARM RD Crackseal or Patch 531 85 $779 131.92 WILLIAMS ST WEST ST PINE ST Crackseal or Patch 2,233 92 $4,808 122.01 WILLIAMS ST PINE ST 1270' E OF PINE ST Crackseal & Patch 1,271 81 $6,994 74.26 WILLIAMS ST 1270' E OF PINE ST 383' W OF NELSON WA Reclaim Loc. 386 65 $36,727 16.62 WILLIAMS ST 383' W OF NELSON WA KING ARTHUR WA Mill/Overlay Loc. 1,764 70 $78,395 22.50 WILLIAMS ST KING ARTHUR WA OLD ELM ST Mill/Overlay Loc. 1,683 69 $81,918 22.82 WILLIS ST COURT ST PARK ST Mill/Overlay Loc. 238 64 $13,095 24.61 WILLIS ST PARK ST CUL DE SAC Reclaim Loc. 339 49 $65,212 5.51 WILLOW ST SOUTH MAIN ST SPRING ST Crackseal or Patch 5,447 92 $11,194 122.01 WILSON PL SOUTH MAIN ST DEAD END Thin Overlay 698 77 $19,254 3.75 WINDCHIME DR ERIN DR WARE ST Crackseal or Patch 1,418 82 $4,024 136.68 WINDEMERE DR JEWELL ST CUL DE SAC Reclaim Loc. 885 45 $113,714 6.00 WINDSOR PL YORK CUL DE SAC LOOP Crackseal or Patch 500 86 $1,223 32.60 WINSLOW WAY EAST ST CUL DE SAC LOOP Crackseal or Patch 989 85 $2,323 32.98 WINTER ST MAPLE ST PIASECKI DR Reclaim Loc. 2,271 32 $205,576 33.75 WINTER ST PIASECKI DR FRANKLIN ST Reclaim Loc. 1,510 33 $136,688 32.73 WINTHROP ST WARREN ST CHAUNCY ST Do Nothing 463 96 $0 0.00 WOOD AVE COPELAND DR DEAD END/SELF STORAGE DRIVEWAYCrackseal or Patch 528 92 $1,240 30.50 WOODLAND WAY BAYBROOK FARM RD BAYBROOK FARM RD Crackseal or Patch 362 89 $531 126.07 YORK RD GILBERT ST WINDSOR PL Thin Overlay 4,909 80 $158,533 14.44 YORK RD WINDSOR PL LANCASHIRE DR Crackseal or Patch 2,303 83 $5,409 135.06

December 05, 2018 \\mawatr\pvmtproj\Mansfield, MA\GPMS\Reports\Backlog-alpha.rpt Page 17 of 17 Mansfield, MA Pavement and Sidewalk Management Update

Appendix C: Sidewalk and Ramp Inventory Report

A1 Appendix Sidewalk and Ramp Inventory Report

Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

ANGELL ST NORTH MAIN ST To MORINI ST 23 219 Left PCC 6.0 Good 0.00 Granite (Sloped) 196 29 Left PCCStraight Good No 215 LeftPCCStraight FairNo AUTUMN LN (NB) EASTMAN STTo PILGRIM RD 48 277 Right HMA 4.0 Good 2.00 Granite (Sloped) 247 48Right PCCFlared Good Yes 278 Right HMAStraight Fair No AUTUMN LN (SB) PILGRIM RDTo EASTMAN ST 39 270 Right HMA 4.0 Good 2.00 Granite (Sloped) 253 37 Right HMAStraight Fair No 268 Right PCCFlared Good Yes BARNBOARD RD MILL STTo CUL DE SAC LOOP 20 496 Right HMA 4.0 Fair 15.00 Granite (Sloped) 518 26 Right HMAStraight Good No 496 Right HMAStraight Good No BAYBROOK FARM RD BRANCH STTo CUL DE SAC LOOP 23 101 Left HMA 4.0 Good 5.00 Granite (Sloped) 86 99 Left HMAStraight Good Yes 101 425 Right HMA 4.0 Fair 15.00 Cape Cod Berm 331 100 Right HMAStraight Good No 422 Right HMAStraight Good No 466 735 Right HMA 4.0 Fair 15.00 Cape Cod Berm 289 41 Right HMAStraight Good No 581 Right HMAStraight Good No 797 1,031 Left HMA 4.0 Good 5.00 Cape Cod Berm 249 497 Left HMAStraight Good No December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 1 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

1,027 Left HMAStraight Good No 1,078 1,784 Left HMA 4.0 Good 10.00 Cape Cod Berm 713 1,081 Left HMAStraight Good Yes 1,778 Left HMAStraight Good No 1,849 1,950 Left HMA 4.0 Good 5.00 Cape Cod Berm 109 1,847 Left HMAStraight Good No 1,952 LeftHMAStraight FairNo 2,003 2,230 Left HMA 4.0 Good 10.00 Cape Cod Berm 759 2,000 Left HMAStraight Fair No 2,230 Right HMAStraight Fair No BEAUMONT POND DR FOXBOROUGH TOWN To JOANNA DR 0 566 Right HMA 5.0 Good 5.00 Cape Cod Berm 613 543 Left HMAStraight Good No BEAUMONT POND DR 2To 18 238 Right HMA 5.0 Good 1.00 Cape Cod Berm 222 609 Left HMAStraight Good No BEAUMONT POND RD To 0 138 Right HMA 5.0 Good 0.00 HMA Curb 183 137 Right HMAStraight Good No BICENTENNIAL CT PRATT STTo CUL‐DE‐SAC LOOP 27 955 Left HMA 5.0 Good 5.00 Granite (Sloped) 583 27 Left HMAFlared Excellent Yes 523 Left HMAStraight Good No 505 955 Right HMA 6.0 Good 5.00 Granite (Vertical) 580 515 Right HMAStraight Good No 657 Right HMAStraight Good No 718 Right HMAStraight Good No BONNEY LN STEARNS AVETo ERICK RD 28 1,441 Right HMA 4.5 Fair 10.00 HMA Curb 1,466

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 2 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

317 Right HMAStraight Poor No BOUNDRY RD FRANKLIN STTo CUL DE SAC 20 756 Left HMA 4.0 Good 10.00 HMA Curb 785 7,747 Right HMAStraight Good No 26 438 Right HMA 4.0 Good 5.00 HMA Curb 418 29 Right HMAStraight Good No BRANCH ST EAST STTo WARE ST 328 1,270 Left HMA 5.0 Good 5.00 Granite (Vertical) 947 324 Left HMAFlared Good Yes 1,270 Left PCCFlared Good No 1,322 1,913 Left PCC 5.0 Good 5.00 Granite (Vertical) 592 1,320 Left PCCFlared Good No BRISTOL ST CHURCH STTo SHAWMUT AVE 17 142 Left HMA 4.0 Poor 55.00 Concrete 128 19 Left PCCFlared Good No 23 241 Right HMA 4.5 Poor 80.00 Concrete 226 22 Right PCCFlared Good No 284 476 Right HMA 5.0 Poor 55.00 Concrete 193 484 Right HMAStraight Poor No BROOKSIDE RD ELM STTo DEAD END 20 231 Right HMA 4.0 Fair 20.00 HMA Curb 245 821 Left HMAStraight Excellent No CAMDEN LN ELM STTo CUL DE SAC LOOP 20 67 Right PCC 5.0 Excellent 0.00 Granite (Sloped) 61 3,860 Right PCCStraight Excellent No 24 544 Right PCC 5.0 Excellent 0.00 Granite (Sloped) 1,205 595 Right PCCStraight Excellent No 1,150 Right PCCFlared Excellent No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 3 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

CANOE RIVER DR WARE STTo CUL DE SAC LOOP 21 1,011 Left HMA 4.0 Fair 40.00 HMA Curb 988 1,015 Left HMAStraight Fair No CARLOW XING MONAHAN LATo CORBANE DR 28 764 Left HMA 4.0 Fair 10.00 Granite (Sloped) 758 29 Left HMAStraight Good No CARRIAGE HOUSE LN STEARNS AVETo CUL DE SAC LOOP 12 954 Right HMA 4.0 Good 5.00 Granite (Sloped) 985 32 Right HMAStraight Good No 933 Right HMAStraight Poor No 4,924 Right HMAStraight Good No 15 936 Left HMA 4.0 Good 5.00 Granite (Sloped) 931 32 Left HMAStraight Good No 937 Left HMAStraight Good No 5,031 Right HMAStraight Good No CASA DR WALAUT STTo CASA DR 12 1,119 Left HMA 4.0 Fair 10.00 HMA Curb 1,114 849 Right HMAFlared Excellent No 14 1,524 Left HMA 4.0 Fair 10.00 HMA Curb 652 901 Right HMAFlared Excellent No CAVAN XING WEXFORD DRTo CUL DE SAC 29 610 Right HMA 4.0 Good 0.00 Granite (Sloped) 585 36 Right HMAStraight Fair No 609 Right HMAStraight Good No 677 946 Right HMA 4.0 Good 0.00 Granite (Sloped) 285 684 Right HMAStraight Good No CEDAR RIDGE LN MILL STTo CUL DE SAC LOOP 13 866 Left HMA 4.0 Fair 10.00 Granite (Sloped) 1,135 23 Left HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 4 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

869 Right HMAStraight Good No CENTRAL ST COPELAND ST (Y INT) To GEORGE ST 1,053 1,373 Right PCC 5.0 Fair 45.00 Granite (Vertical) 323 1,361 Right PCCFlared Fair No 1,233 1,392 Left PCC 5.0 Good 5.00 Granite (Vertical) 163 1,386 Left PCCFlared Good No 1,434 1,851 Right PCC 4.0 Poor 80.00 Concrete 421 1,437 Right HMAFlared Good No 1,888 3,219 Right PCC 5.0 Fair 20.00 Granite (Vertical) 1,331 444 Right HMAStraight Good Yes 2,037 2,283 Left PCC 3.0 Poor 60.00 No Curb 256 15 Left PCCFlared Good No CHAMBERS CT WEST STTo CUL DE SAC 12 717 Left HMA 4.5 Fair 10.00 Granite (Sloped) 764 16,952 Left HMAStraight Fair No 18 717 Left HMA 4.5 Fair 15.00 Granite (Sloped) 754 16,884 Left HMAStraight Poor No CHARLENE DR FRUIT ST To ANGELINA LA 19 556 Right HMA 4.0 Good 5.00 HMA Curb 556 1,792 Left HMAFlared Good No 21 535 Left HMA 4.0 Good 5.00 HMA Curb 521 513 Left HMAStraight Good No CHAUNCY ST TOWN LINETo PRATT ST 1,402 1,611 Right HMA 4.0 Good 5.00 Granite (Vertical) 218 1,345 Right HMAFlared Fair No 1,947 Left HMAFlared Excellent No 1,670 1,935 Right HMA 3.5 Good 10.00 Granite (Vertical) 264 1,816 Left PCCStraight Good No 1,827 Right PCCFlared Good Yes 1,938 Right HMAFlared Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 5 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

2,115 2,434 Right HMA 4.5 Fair 15.00 Granite (Vertical) 334 76 Right PCCFlared Excellent Yes 2,638 3,314 Right HMA 5.0 Good 15.00 Granite (Vertical) 684 34 Left PCCFlared Good Yes 2,922 Right PCCFlared Excellent Yes 2,988 3,124 Left HMA 5.0 Fair 15.00 Granite (Vertical) 156 3,036 Left HMAFlared Good No 3,181 3,592 Left HMA 5.0 Fair 10.00 Granite (Vertical) 412 3,102 Left HMAStraight Good No 3,314 3,719 Right HMA 6.0 Poor 55.00 Granite (Vertical) 408 3,593 Right PCCStraight Fair Yes 4,181 4,407 Left PCC 5.0 Good 5.00 Granite (Vertical) 230 4,124 Left PCCFlared Good No 4,210 4,716 Right PCC 5.0 Fair 10.00 Concrete 514 4,134 Right PCCFlared Good No 4,407 4,517 Left HMA 5.0 Good 2.00 Granite (Vertical) 112 4,430 Left PCCStraight Good Yes 4,564 4,939 Left PCC 5.0 Fair 10.00 Granite (Vertical) 376 4,483 Left HMAStraight Good No 6,710 7,618 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 914 32 Right PCCFlared Excellent Yes 7,464 Right PCCFlared Excellent Yes 6,723 7,615 Left PCC 5.0 Excellent 0.00 Granite (Vertical) 900 4,733 Left PCCFlared Good No 5,163 Left PCCFlared Excellent Yes 7,464 Left PCCFlared Excellent Yes CHAUNCY ST (WB) NORTH MAIN STTo 450ʹ W OF HIGHLAND 1,180 1,279 Right PCC 4.5 Fair 10.00 Concrete 103 1,279 Right PCCFlared Good No CHILSON AVE CHAUNCY STTo SAMOSET AVE 28 653 Left PCC 4.5 Good 3.00 Granite (Vertical) 635

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 6 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

28 Left PCCFlared Excellent Yes 32 248 Right PCC 5.0 Good 3.00 Granite (Vertical) 217 251 Right PCCStraight Fair No 683 964 Left PCC 4.5 Good 3.00 Granite (Vertical) 291 443 Right PCCFlared Good Yes 991 1,200 Left PCC 4.5 Good 0.00 Granite (Vertical) 214 998 Left PCCFlared Good No 1,192 Left PCCFlared Poor No 1,231 1,468 Left PCC 4.5 Good 0.00 Granite (Vertical) 263 806 Left HMAFlared Excellent No 920 Right PCCStraight Good No CHURCH ST NORTH MAIN STTo HOPE ST 10 878 Left PCC 5.0 Good 0.00 Granite (Vertical) 875 18 Left PCCFlared Excellent Yes 1,203 Right PCCFlared Good No 37 229 Right PCC 4.5 Good 5.00 Granite (Vertical) 195 221 Right PCCFlared Good No 265 368 Right PCC 4.5 Good 5.00 Granite (Vertical) 104 290 Right PCCFlared Good No 911 1,343 Left PCC 4.5 Good 2.00 Granite (Vertical) 438 922 Left PCCFlared Poor No 1,002 Left PCCFlared Excellent No 1,371 1,750 Left PCC 5.0 Good 0.00 Granite (Vertical) 384 1,069 Right PCCFlared Good No 1,781 2,375 Left PCC 4.5 Good 0.00 Granite (Vertical) 610 1,072 Left PCCFlared Good No 1,217 Left PCCFlared Good Yes CHURCH ST EXT HOPE STTo DEAD END 26 271 Left PCC 5.0 Fair 10.00 Concrete 281 313 Right PCCFlared Fair No 29 226 Right PCC 5.0 Good 10.00 Concrete 204

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 7 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

313 Left PCCFlared Fair No CLAIRE AVE BALCOM STTo NORTH WHITE PINE L 11 1,141 Left HMA 4.5 Good 10.00 Cape Cod Berm 1,178 4,725 Right HMAStraight Poor No 4,764 Right HMAStraight Good No 14 1,145 Right HMA 4.5 Good 10.00 Cape Cod Berm 1,158 1,136 Right HMAStraight Good No 4,672 Right HMAStraight Fair No CLEMENTINE DR WINTER STTo CUL DE SAC 13 689 Right HMA 4.0 Fair 10.00 Granite (Sloped) 760 25 Right HMAStraight Good No 22 689 Left HMA 4.0 Fair 10.00 Granite (Sloped) 689 468 Right HMAStraight Good No CLINTON ST PRATT STTo PLEASANT ST 15 97 Left HMA 4.5 Fair 20.00 Granite (Vertical) 84 18 Left PCCFlared Good Yes 34 816 Right PCC 4.5 Fair 15.00 Concrete 787 37 Right PCCFlared Good Yes 813 Right PCCStraight Good No COACH RD ELM STTo LANTERN LA 19 1,368 Left HMA 3.5 Fair 20.00 HMA Curb 1,370 2,603 Left HMAStraight Fair No COBB ST SOUTH MAIN STTo DEAD END 18 806 Left PCC 4.0 Good 5.00 Granite (Sloped) 790 25 Left PCCFlared Good No 22 671 Right PCC 4.0 Good 3.00 Granite (Sloped) 651 26 Right PCCFlared Good Yes 195 Left HMAFlared Fair No 740 1,080 Right PCC 4.0 Good 5.00 Granite (Sloped) 448

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 8 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

740 Right PCCFlared Fair No COBBLER RD WILLOW STTo CUL DE SAC LOOP 9 1,046 Right HMA 4.0 Good 5.00 Granite (Sloped) 1,106 23 Right HMAStraight Good No 3,212 Left HMAStraight Good No COLONIAL DR STEARNS AVETo CUL DE SAC LOOP 25 1,601 Right HMA 4.0 Good 2.00 Granite (Sloped) 1,601 26 Right HMAStraight Good No 30 925 Left HMA 4.0 Good 0.00 Granite (Sloped) 927 32 Left HMAStraight Good No 33 Left HMAStraight Good No 1,656 2,511 Right HMA 4.0 Good 2.00 Granite (Sloped) 863 2,506 Right HMAStraight Good No COLUMBUS AVE SHAWMUT AVETo COURT ST 16 506 Left PCC 4.0 Good 5.00 Concrete 498 790 Left PCCFlared Poor No CONCETTA CIR CONCETTA DRTo CUL DE SAC 12 219 Right HMA 4.0 Good 5.00 Granite (Sloped) 283 219 LeftHMAStraight FairNo 532 LeftHMAStraight FairNo CONCETTA DR NORTH MAIN STTo CUL DE SAC 36 710 Right HMA 4.0 Good 5.00 Granite (Sloped) 747 35 Right HMAStraight Good No 716 Left HMAStraight Good No CONROD CT EAST STTo CUL DE SAC 21 117 Right HMA 4.0 Good 5.00 Granite (Sloped) 99 26 Right HMAFlared Good No 22 472 Left HMA 4.0 Good 10.00 Granite (Sloped) 742 25 Left HMAFlared Good No December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 9 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

COOPER RD MYSTIC LATo CUL DE SAC LOOP 26 1,480 Right HMA 4.0 Good 5.00 Granite (Sloped) 1,447 365 Right HMAStraight Fair No 1,537 1,904 Right HMA 4.0 Good 10.00 Granite (Sloped) 389 1,906 Right HMAStraight Good Yes COPELAND DR To 540 920 Right HMA 5.0 Good 5.00 Granite (Vertical) 385 606 Right HMAFlared Good No 663 Right HMAStraight Good No CORBANE DR MONAHAN LA (S) To MONAHAN LA (N) 0 609 Left HMA 4.0 Good 5.00 Granite (Sloped) 584 763 Right HMAStraight Good No 652 1,743 Left HMA 4.0 Fair 25.00 Granite (Sloped) 1,065 766 Left HMAStraight Good No 1,742 Left HMAStraight Good No COTTAGE ST ROCK STTo NORTH MAIN ST 478 1,178 Left PCC 4.5 Good 3.00 Granite (Vertical) 706 483 Left PCCFlared Poor No 1,178 1,356 Left PCC 10.0 Good 5.00 Granite (Vertical) 179 1,353 Left PCCFlared Excellent Yes COUNTY ST FOXBOROUGH TOWN To NORTH MAIN ST 1,437 1,677 Right PCC 5.0 Good 10.00 Granite (Sloped) 232 1,436 Right HMAStraight Poor No COURT ST NORTH MAIN STTo WILLIS ST 22 446 Left PCC 4.5 Good 0.00 Granite (Sloped) 427 26 Left PCCFlared Excellent Yes 506 Right PCCStraight Good No 475 690 Left PCC 4.5 Excellent 0.00 Granite (Vertical) 226

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 10 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

506 Left PCCFlared Good No 683 Left PCCFlared Fair No 723 1,218 Left PCC 4.5 Excellent 0.00 Concrete 507 15 Right PCCFlared Good Yes 21 Left PCCFlared Good No 1,245 1,483 Left PCC 4.5 Good 2.00 Granite (Sloped) 243 1,249 Left PCCStraight Good No COWAN LN WEST STTo CUL DE SAC 18 647 Right HMA 4.5 Good 5.00 Granite (Vertical) 824 644 Left HMAStraight Good No 16,439 Left HMAStraight Good No CREEDEN ST COPELAND DRTo CENTRAL ST 27 442 Left HMA 4.0 Good 0.00 Granite (Sloped) 420 19 Right HMAStraight Fair No 27 Left HMAFlared Good No 31 Right HMAFlared Good No 441 Left HMAFlared Good No 1,627 Right HMAFlared Good No CROCKER ST MANSFIELD AVETo PRATT ST 0 260 Left PCC 6.0 Excellent 0.00 Granite (Vertical) 239 256 Left PCCFlared Excellent Yes 20 244 Right PCC 6.0 Good 0.00 No Curb 304 18 Right PCCFlared Excellent Yes 40 Right PCCFlared Excellent Yes 50 231 Right PCC 5.0 Good 0.00 Granite (Vertical) 228 234 Right PCCFlared Excellent Yes 328 658 Left PCC 4.5 Good 65.00 Concrete 326 326 Left PCCFlared Excellent Yes CURTIN ST OAKLAND STTo SWETT ST 14 44 Right HMA 4.0 Good 0.00 Granite (Vertical) 30

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 11 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

2,239 Right HMAFlared Fair No DANIELLE LN FRUIT ST To ANGELINA LA 22 1,271 Right HMA 4.0 Good 10.00 HMA Curb 1,258 1,246 Right HMAStraight Good No 25 1,268 Left HMA 4.0 Good 10.00 HMA Curb 1,256 1,247 Left HMAStraight Good No 1,303 Left HMAFlared Good No DARBY DR LAWNDALE RDTo FRANKLIN ST 1,663 1,815 Left HMA 4.0 Poor 100.00 No Curb 158 1,809 LeftHMAStraight FairNo 1,879 2,282 Left HMA 4.0 Poor 90.00 No Curb 419 2,280 Left HMAStraight Good No DAVIS ST SPRING STTo HORACE ST 14 798 Left PCC 4.5 Good 5.00 Granite (Vertical) 788 791 Left PCCFlared Good Yes 2,832 LeftPCCStraight FairNo DEAN ST SPRING STTo HIGH ST 2,296 2,872 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 584 2,551 Right PCCFlared Excellent Yes 2,343 2,559 Left PCC 5.5 Excellent 0.00 Granite (Vertical) 217 2,460 Left PCCFlared Excellent Yes DEER PATH CIR DEER PATH LATo CUL DE SAC LOOP 22 243 Left HMA 4.0 Good 10.00 Granite (Vertical) 369 26 Left HMAStraight Good No DEER PATH LN FIELDSTONE DRTo FIELDSTONE DR 23 1,374 Right HMA 4.0 Good 10.00 Granite (Sloped) 1,386 29 Right HMAStraight Good Yes 38 Right HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 12 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

1,413 2,415 Right HMA 4.0 Good 10.00 Granite (Vertical) 1,038 2,413 Right HMAStraight Good No DENWOOD ST SMILEY AVE To MARSHALL AVE 29 477 Right HMA 4.0 Good 5.00 Granite (Sloped) 456 32 Right HMAStraight Good No 472 Right HMAStraight Good No DIMASCIO DR ESSEX STTo SHEA CIR 22 592 Right PCC 5.0 Excellent 0.00 Granite (Sloped) 590 26 Right PCCStraight Excellent No 582 Right PCCFlared Excellent No DONALD ALLEN DR PATTYS RDTo CUL DE SAC 25 754 Left HMA 4.0 Good 2.00 Cape Cod Berm 735 35 Left HMAStraight Good No 33 739 Right HMA 4.0 Good 3.00 Cape Cod Berm 714 33 Right HMAStraight Good No 733 Right HMAStraight Fair No 796 1,235 Left HMA 4.0 Good 10.00 Cape Cod Berm 219 1,234 Left HMAStraight Good No 813 1,176 Left HMA 4.0 Good 2.00 Cape Cod Berm 370 1,171 Left HMAStraight Good No DONEGAL WAY KERRY DRTo WEXFORD DR 3 763 Right HMA 4.0 Good 2.00 Granite (Sloped) 739 89 Right HMAStraight Good No 723 Left HMAStraight Good No 763 Right HMAStraight Fair No DONOVAN LN WEST STTo CUL DE SAC 25 671 Left HMA 4.0 Good 5.00 Cape Cod Berm 676 39 Left HMAStraight Good No DOUGLAS DR WEST STTo CUL DE SAC LOOP

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 13 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

20 835 Left HMA 4.0 Good 5.00 Granite (Sloped) 2,194 21 Left HMAStraight Good No 834 Right HMAStraight Good No DOWN LN GOOSE LATo CUL DE SAC 27 571 Right HMA 4.0 Fair 10.00 HMA Curb 585 63 Right HMAStraight Good No 33 295 Left HMA 4.0 Good 5.00 HMA Curb 276 62 Left HMAStraight Good No DUSTIN CT EAST STTo CUL DE SAC 27 333 Left HMA 4.0 Fair 10.00 HMA Curb 551 34 Left HMAStraight Good No 338 Right HMAStraight Good No EAST ST SOUTH MAIN STTo EASTON TOWN LINE 45 76 Right PCC 5.0 Good 5.00 Granite (Vertical) 37 45Right PCCFlared Good No 811 878 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 68 811 Right PCCStraight Excellent No 879 883 Left PCC 5.0 Good 5.00 Concrete 1,230 1,490 Left HMAStraight Good No 1,552 2,605 Left PCC 4.0 Poor 70.00 Concrete 1,034 1,569 Left HMAStraight Fair No 2,707 2,994 Left HMA 5.0 Excellent 0.00 Granite (Vertical) 282 2,994 Left PCCStraight Excellent Yes 2,994 3,240 Right HMA 6.5 Excellent 0.00 Granite (Vertical) 244 2,993 Right PCCStraight Excellent Yes 3,129 Left PCCFlared Excellent Yes 3,244 Right PCCFlared Excellent Yes 3,177 3,472 Left HMA 8.0 Excellent 0.00 Granite (Vertical) 296 3,181 Left PCCFlared Excellent Yes 3,330 Left PCCFlared Excellent Yes

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 14 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

3,455 Left PCCFlared Excellent Yes 3,300 3,377 Right HMA 6.5 Excellent 0.00 Granite (Vertical) 78 3,295 Right PCCFlared Excellent Yes 3,345 Right PCCFlared Excellent Yes 3,381 Right PCCFlared Excellent Yes 3,432 3,835 Right HMA 6.5 Excellent 0.00 Granite (Vertical) 403 3,430 Right PCCFlared Excellent Yes 3,828 Right HMAFlared Excellent Yes 3,506 3,970 Left HMA 6.5 Excellent 0.00 Granite (Vertical) 463 3,503 Left PCCFlared Excellent Yes 3,896 Left PCCFlared Excellent Yes 3,971 Left PCCFlared Excellent Yes 3,915 4,224 Right HMA 5.0 Excellent 0.00 Granite (Vertical) 309 3,893 Right PCCFlared Excellent Yes 3,917 Right HMAFlared Excellent Yes 4,243 Right PCCFlared Excellent Yes 4,029 4,229 Left HMA 5.0 Excellent 0.00 Granite (Vertical) 200 4,023 Left PCCFlared Excellent Yes 4,232 Left PCCFlared Excellent Yes 4,289 4,539 Left HMA 5.0 Excellent 0.00 Granite (Vertical) 248 4,278 Left PCCStraight Excellent Yes 4,287 Left PCCFlared Excellent Yes 4,307 4,769 Right HMA 5.0 Excellent 0.00 Granite (Vertical) 469 4,276 Right PCCFlared Excellent Yes 4,305 Right PCCFlared Excellent Yes 4,762 Right PCCFlared Excellent Yes 4,539 4,768 Left PCC 5.0 Good 5.00 Concrete 226 4,766 Left PCCFlared Excellent Yes 6,283 8,499 Left PCC 5.0 Good 0.00 Granite (Vertical) 2,222 6,309 Left HMAFlared Good Yes 6,310 Right HMAFlared Good Yes 7,921 8,613 Right PCC 5.0 Good 0.00 Granite (Vertical) 696 8,577 Right PCCParallel Good Yes

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 15 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

8,564 9,099 Left PCC 5.0 Good 0.00 Granite (Vertical) 538 26 Left PCCFlared Good Yes 8,577 Left PCCFlared Good Yes 9,137 9,920 Left PCC 5.0 Good 0.00 No Curb 796 27 Right PCCFlared Good Yes 51 Left PCCFlared Good Yes 9,687 10,608 Right PCC 5.0 Good 0.00 Granite (Vertical) 927 10,576 Right PCCFlared Excellent Yes 10,003 10,577 Left PCC 5.0 Excellent 0.00 Granite (Vertical) 574 46 Right PCCFlared Good Yes 11,625 11,625 Right HMA 5.0 Good 5.00 HMA Curb 1,361 11,907 Right HMAFlared Fair No 12,348 12,492 Right HMA 5.0 Good 5.00 Granite (Sloped) 145 12,490 Right HMAFlared Good No 12,447 12,762 Left PCC 5.0 Good 5.00 Granite (Vertical) 316 12,759 Left PCCFlared Excellent No EASTBROOK RD ECHO HILLS DRTo CUL DE SAC 17 394 Left HMA 4.0 Good 5.00 Cape Cod Berm 620 26 Left HMAStraight Good No EASTMAN ST EAST STTo EASTON TOWN LINE 0 2,343 Left PCC 4.0 Good 0.00 Granite (Vertical) 2,407 1,232 Left PCCParallel Good No 10,577 Left HMAParallel Good Yes 2,417 3,611 Left PCC 5.0 Good 0.00 Granite (Vertical) 1,208 3,608 Left PCCFlared Good Yes 3,678 4,562 Left HMA 6.0 Excellent 0.00 Granite (Vertical) 894 4,585 Left HMAFlared Excellent Yes ECHO HILLS DR EAST ST To MARJAC WAY 18 1,418 Right HMA 4.0 Good 5.00 Cape Cod Berm 1,424 26 Right HMAStraight Good Yes

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 16 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

369 Left HMAStraight Fair No EDDY ST BRANCH STTo EAST ST 0 941 Left HMA 4.0 Good 5.00 Granite (Sloped) 933 18 Left HMAFlared Good No 941 Left HMAFlared Fair No ELIZABETH RD SANDY HILL RD To MATTHEW LA 18 696 Right HMA 4.0 Fair 5.00 Granite (Sloped) 715 540 Left HMAStraight Good No 1,012 Right HMAStraight Good No ELM ST SCHOOL STTo NORTON TOWN LINE 1,299 4,452 Right HMA 4.0 Fair 25.00 HMA Curb 3,161 3,909 Right PCCStraight Excellent No 4,477 5,858 Left HMA 4.0 Fair 15.00 HMA Curb 1,380 5,185 Right PCCFlared Excellent Yes ELMWOOD CT ELM STTo CUL DE SAC 26 668 Left HMA 4.0 Good 5.00 Granite (Sloped) 654 46Left HMAStraight Good No ELYSE RD PATTYS RDTo DONALD ALLEN DR 31 1,538 Right HMA 4.0 Good 5.00 Cape Cod Berm 1,497 67 Right HMAStraight Good No 1,536 Right HMAStraight Fair No 33 1,518 Left HMA 4.0 Fair 15.00 No Curb 1,513 58 Left HMAStraight Good No 1,519 LeftHMAStraight FairNo ELYSE RD #2 DONALD ALLEN DRTo CUL DE SAC 22 1,601 Left HMA 4.0 Good 5.00 Cape Cod Berm 1,599 22 Left HMAStraight Good No 1,599 LeftHMAStraight FairNo 38 1,582 Right HMA 4.0 Good 5.00 Cape Cod Berm 1,532

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 17 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

1,582 Right HMAStraight Good No 1,670 2,015 Left HMA 4.0 Fair 10.00 Cape Cod Berm 371 1,670 Left HMAStraight Good No EMERSON CIR JEFFERSON RDTo CUL DE SAC 28 317 Left HMA 4.0 Fair 15.00 Granite (Sloped) 288 655 Right HMAStraight Fair No 595 620 Other HMA 4.0 Good 5.00 Granite (Sloped) 100 594 Right HMAStraight Good No EPHRIAM DR MILL STTo CUL DE SAC 24 572 Left HMA 4.0 Fair 10.00 HMA Curb 569 543 Left HMAStraight Good Yes 6,365 Right HMAStraight Fair No 631 934 Left HMA 4.0 Good 10.00 HMA Curb 365 655 Left HMAStraight Good Yes ERICK RD STEARNES AVETo CUL DE SAC 8 268 Right HMA 4.0 Good 2.00 HMA Curb 278 263 Right HMAStraight Fair No 900 Right HMAStraight Fair No 260 1,614 Left HMA 4.0 Good 10.00 HMA Curb 1,391 262 Left HMAStraight Fair No ERIN DR WARE STTo CUL DE SAC 11 528 Right HMA 4.0 Fair 25.00 HMA Curb 513 2,176 Right HMAStraight Good No 12 497 Left HMA 4.0 Fair 15.00 HMA Curb 520 27 Left HMAStraight Poor No 499 Left HMAStraight Fair No 2,250 Right HMAStraight Poor No EUGENIA DR SHORT STTo CUL DE SAC LOOP 26 561 Right HMA 4.0 Fair 15.00 Granite (Sloped) 582

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 18 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

29 Right HMAStraight Good No FAWN LN ESSEX STTo CUL DE SAC LOOP 29 671 Right HMA 4.0 Good 5.00 Granite (Sloped) 698 27 Right HMAStraight Good No 673 Right HMAStraight Good No FIELDSTONE DR BRANCH STTo WARE ST 6 609 Right HMA 4.0 Fair 10.00 Granite (Sloped) 630 25 Right HMAStraight Good No 5,501 Right HMAStraight Poor No 656 1,859 Right HMA 4.0 Good 5.00 Granite (Sloped) 1,256 40Left HMAStraight Good No 2,414 Left HMAStraight Good No 1,900 2,499 Right HMA 4.0 Good 10.00 Granite (Sloped) 619 2,482 Right HMAStraight Good Yes FORBES BLVD PLYMOUTH STTo NORTH END 4,489 5,488 Right HMA 6.0 Good 5.00 Granite (Sloped) 1,003 4,491 Right HMAFlared Excellent No 5,023 Right HMAStraight Good No 5,059 Right HMAStraight Good No 5,121 Right HMAStraight Good No 5,156 Right HMAStraight Good No 5,507 Right HMAFlared Good No 5,611 6,847 Right HMA 6.0 Good 10.00 Granite (Sloped) 1,248 2,789 Left HMAFlared Good No 5,615 Right HMAFlared Fair No 5,956 Right HMAStraight Good No 5,994 Right HMAStraight Good No 6,264 Right HMAStraight Good No 6,294 Right HMAStraight Good No 6,911 10,140 Right HMA 6.0 Good 3.00 Granite (Sloped) 3,225 2,790 Right HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 19 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

7,109 Right HMAStraight Poor No 7,219 Right HMAStraight Good No 9,679 Right HMAFlared Good No 9,712 Right HMAFlared Good No 9,806 Right HMAStraight Good No 9,835 Right HMAFlared Good No 10,198 10,741 Right HMA 6.0 Fair 25.00 Granite (Sloped) 549 1,340 Left HMAStraight Good No 10,391 Right HMAStraight Good No 10,477 Right HMAFlared Good No 10,679 Right HMAFlared Good No 10,726 Right HMAFlared Fair No 10,746 Right HMAFlared Good No FOWLER ST COPELAND DRTo DEAD END 31 87 Right HMA 6.0 Poor 40.00 Granite (Sloped) 54 2,235 Right HMAFlared Good No 2,315 Right HMAFlared Good No FRAM DR BIRD RDTo CUL DE SAC LOOP 18 350 Left HMA 4.0 Good 5.00 Cape Cod Berm 330 19 Left HMAStraight Good No 26 1,202 Right HMA 4.0 Good 5.00 Cape Cod Berm 1,177 3,368 Left HMAStraight Good No FRANCIS AVE OAKLAND ST To MAPLE ST 28 149 Right HMA 4.0 Fair 20.00 Granite (Vertical) 171 34 Right HMAFlared Poor No 146 Right HMAStraight Excellent No 195 373 Right HMA 4.0 Good 15.00 Granite (Vertical) 182 196 Right HMAStraight Excellent No FRANKLIN ST EAST STTo FOXBOROUGH TOWN 32 2,507 Right HMA 5.0 Excellent 0.00 Granite (Vertical) 2,491 44 Right PCCFlared Good Yes December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 20 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

1,449 Right PCCParallel Excellent Yes 35 191 Left PCC 5.0 Good 0.00 Granite (Vertical) 160 4,264 Left PCCFlared Good Yes 2,553 3,774 Right HMA 5.0 Excellent 0.00 Granite (Vertical) 1,258 2,558 Right PCCFlared Excellent Yes 3,794 Right PCCFlared Excellent Yes 3,857 5,954 Right HMA 5.0 Excellent 0.00 Granite (Vertical) 2,093 3,870 Right PCCFlared Excellent Yes 4,056 Right PCCParallel Good Yes 4,840 Right PCCParallel Excellent Yes 5,949 Right PCCStraight Excellent Yes 6,029 6,607 Right HMA 5.0 Excellent 0.00 Granite (Vertical) 585 6,034 Right PCCStraight Excellent Yes 6,601 Right HMAStraight Good No 6,655 7,009 Right HMA 5.0 Excellent 0.00 Granite (Vertical) 373 6,903 Right HMAStraight Good No 7,012 Right HMAStraight Good No 7,062 7,680 Right HMA 5.0 Excellent 0.00 Granite (Vertical) 616 26 Left HMAStraight Good No 7,246 Right PCCFlared Good Yes FREDRIC LN GANDER LATo CUL DE SAC 23 923 Right HMA 4.0 Good 5.00 HMA Curb 911 52 Right HMAStraight Good No 32 1,690 Left HMA 4.0 Good 5.00 HMA Curb 1,716 54 Left HMAStraight Good No 202 Left HMAStraight Good No 1,002 1,690 Right HMA 4.0 Fair 10.00 HMA Curb 724 1,033 Right HMAStraight Good No FREEDOM TRL PILGRIM RDTo CUL DE SAC LOOP 16 601 Right HMA 4.0 Good 0.00 Granite (Sloped) 648 34 Right HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 21 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

FRUIT ST SOUTH MAIN STTo NORTON TOWN LINE 0 577 Left HMA 4.5 Good 5.00 Granite (Sloped) 600 530 Left HMAFlared Good Yes 625 1,308 Left HMA 4.5 Good 10.00 Granite (Sloped) 712 30 Right HMAFlared Good No 647 Left HMAFlared Good No 1,355 1,727 Left HMA 4.5 Good 5.00 Granite (Sloped) 378 1,361 Left HMAFlared Good Yes 1,723 Left HMAFlared Good Yes 2,108 2,356 Left HMA 4.5 Good 5.00 Granite (Sloped) 230 2,357 Left HMAStraight Good No FULLER PL OAKLAND STTo PRATT ST 380 528 Right PCC 5.0 Good 5.00 Granite (Vertical) 147 526 Right PCCFlared Fair No FULTON ST NORTH MAIN STTo RUMFORD AVE 20 48 Left PCC 5.0 Excellent 0.00 Granite (Vertical) 29 30 Left PCCFlared Excellent Yes 26 390 Right PCC 5.0 Good 5.00 Granite (Vertical) 371 26 Right PCCFlared Excellent Yes 385 Right PCCFlared Poor No GANDER LN WINTER STTo CUL DE SAC 16 259 Right HMA 3.5 Good 5.00 HMA Curb 251 1,345 Left HMAStraight Poor No 259 498 Right HMA 4.0 Fair 15.00 HMA Curb 240 260 Right HMAStraight Fair No 262 751 Left HMA 4.0 Fair 15.00 HMA Curb 492 264 Left HMAStraight Good No GILES PL CHAUNCY STTo COPELAND DR 458 595 Left HMA 5.0 Good 5.00 Granite (Sloped) 131

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 22 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

588 Left HMAFlared Fair No 490 591 Right HMA 5.0 Good 5.00 Granite (Sloped) 105 585 Right HMAFlared Good No GLADIOLA TER SOUTH MAIN STTo CUL DE SAC LOOP 29 617 Left HMA 4.5 Poor 75.00 HMA Curb 399 38 Left PCCFlared Excellent Yes 43 617 Right HMA 4.5 Poor 75.00 HMA Curb 693 50 Right PCCFlared Excellent Yes GOOSE LN WINTER STTo FREDRIC LA 8 606 Right HMA 4.0 Fair 15.00 HMA Curb 627 1,837 Left HMAStraight Excellent No 21 1,037 Left HMA 4.0 Fair 15.00 HMA Curb 999 1,014 Left HMAStraight Good No 1,768 Left HMAStraight Excellent No GOWARD DR ESSEX STTo CUL DE SAC LOOP 7 766 Left HMA 4.0 Good 4.00 Granite (Sloped) 811 3,456 Right HMAStraight Good No 14 711 Right HMA 4.0 Good 3.00 Granite (Sloped) 716 42 Right HMAStraight Good No 3,385 Right HMAStraight Fair No HAMPSHIRE ST WEST STTo FOXBOROUGH TOWN 600 778 Left PCC 5.0 Good 0.00 Granite (Sloped) 186 645 Left PCCStraight Good No 774 Left PCCStraight Good No 659 764 Right PCC 4.0 Good 0.00 Granite (Sloped) 105 645 Right PCCStraight Good No 805 1,169 Left PCC 5.0 Good 0.00 Granite (Sloped) 367 806 Left PCCFlared Good No 1,169 Left PCCFlared Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 23 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

HARDING LN FRUIT STTo CUL DE SAC 11 500 Right HMA 4.0 Fair 35.00 Granite (Sloped) 523 8,215 Right HMAStraight Fair No 17 216 Left HMA 4.0 Fair 30.00 Granite (Sloped) 214 42 Left HMAFlared Good No 8,299 Right HMAStraight Poor No HARVESTWOOD LN PILGRIM RDTo PLANTATION RD 30 850 Left HMA 4.0 Good 2.00 Granite (Sloped) 827 842 Left HMAStraight Good No 899 933 Right HMA 4.0 Good 2.00 Granite (Sloped) 39 936 Right HMAStraight Good No 906 1,591 Left HMA 4.0 Good 2.00 Granite (Sloped) 696 936 Left HMAStraight Good No HELENA CIR POTASH RDTo CUL DE SAC 21 403 Right HMA 4.0 Good 5.00 Cape Cod Berm 402 399 Right HMAStraight Good No 769 Left HMAStraight Good No 25 406 Left HMA 4.0 Good 5.00 Cape Cod Berm 386 401 Left HMAStraight Good No HERITAGE LN ESSEX STTo CUL DE SAC 22 562 Left HMA 4.0 Fair 10.00 HMA Curb 609 4,088 Left HMAStraight Poor No HICKORY TER NORTH WHITE PINE L To CUL DE SAC 24 248 Left HMA 4.0 Good 2.00 Cape Cod Berm 305 834 Right HMAStraight Good No HIDDEN LN BROWN AVETo CUL DE SAC 15 709 Right HMA 4.5 Fair 15.00 Granite (Sloped) 768 672 Left HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 24 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

28 709 Left HMA 4.5 Fair 15.00 Granite (Sloped) 686 26 Left HMAFlared Good No HIGH ST NORTH MAIN STTo CENTRAL ST 2 1,794 2,292 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 510 1,794 Right PCCStraight Excellent No HIGHLAND AVE CUL DE SAC LOOPTo CHAUNCY ST 986 1,016 Right HMA 4.0 Fair 20.00 Granite (Sloped) 1,137 983 Right HMAStraight Good No 984 Left HMAStraight Good No 1,014 Left HMAStraight Poor No HODGES ST COURT STTo SAMOSET AVE 17 497 Right PCC 4.5 Good 2.00 Granite (Vertical) 483 492 Right PCCFlared Good No 528 727 Right PCC 4.5 Fair 15.00 Concrete 205 528 Right PCCFlared Good No 722 Right HMAFlared Excellent No HOLSTEIN RD MILL FARM DRTo CUL DE SAC LOOP 22 739 Right HMA 4.0 Good 0.00 Granite (Sloped) 740 26 Right HMAStraight Good No HOPE ST PARK STTo SHIELDS ST 1,211 1,389 Right HMA 4.0 Fair 15.00 Concrete 182 1,392 Right HMAStraight Fair No 1,429 2,246 Right HMA 4.0 Fair 20.00 Cape Cod Berm 822 21 Left HMAStraight Good Yes 2,247 Right PCCStraight Excellent Yes 2,290 2,540 Right HMA 4.0 Good 15.00 Cape Cod Berm 251 2,278 Right PCCFlared Excellent Yes 2,289 Right PCCFlared Excellent Yes 2,323 2,560 Left HMA 6.0 Good 5.00 Cape Cod Berm 237

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 25 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

2,324 Left HMAFlared Good No 2,560 2,649 Left PCC 5.5 Excellent 0.00 Granite (Vertical) 117 2,623 Left HMAFlared Good Yes 3,872 Left HMAFlared Good Yes 2,691 2,762 Left PCC 7.0 Good 3.00 Granite (Vertical) 70 2,698 Left HMAFlared Good Yes 2,762 2,994 Left HMA 6.0 Fair 10.00 No Curb 232 2,993 Left HMAStraight Good No 3,032 3,734 Left HMA 4.0 Good 5.00 Cape Cod Berm 712 3,029 Left HMAStraight Fair No 3,721 Left HMAStraight Good No HORACE ST UNION STTo SOUTH MAIN ST 19 624 Left PCC 4.5 Good 5.00 Granite (Vertical) 606 30 Left PCCFlared Good Yes 336 Left PCCFlared Good No 20 343 Right PCC 4.5 Good 5.00 Granite (Vertical) 327 29 Right PCCFlared Good No 335 Right PCCFlared Good No IAN KEATS DR SANDY HILL RDTo CUL DE SAC 11 1,362 Right HMA 4.0 Good 3.00 Granite (Sloped) 1,418 450 Right HMAStraight Good No INGRID DR WEST STTo CUL DE SAC 34 582 Left HMA 4.0 Fair 10.00 Granite (Sloped) 960 36 Left HMAStraight Good No 579 Left HMAStraight Good No 871 Right HMAStraight Good No JACOB DR TREMONT ST To JACOB DR 7 1,716 Right HMA 4.0 Fair 15.00 HMA Curb 1,779 1,451 Right HMAStraight Good No 1,716 Right HMAStraight Fair No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 26 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

22 81 Left HMA 4.0 Fair 10.00 HMA Curb 85 1,562 Right HMAStraight Fair No 692 2,462 Left HMA 4.0 Good 5.00 HMA Curb 499 2,697 Left HMAStraight Good No 1,773 2,773 Right HMA 4.0 Fair 10.00 HMA Curb 986 1,768 Right HMAStraight Good Yes 2,699 Right HMAStraight Good No JAKES WAY BRANCH STTo CUL DE SAC LOOP 11 1,266 Left PCC 4.0 Good 0.00 Granite (Sloped) 1,207 1,918 Left PCCStraight Good No JAMESON CT MILL STTo CUL DE SAC LOOP 9 597 Left HMA 4.0 Good 5.00 Granite (Sloped) 1,055 26 Left HMAStraight Good No 600 Right HMAStraight Good No JASON LN EAST STTo CUL DE SAC 20 716 Right HMA 4.0 Good 5.00 HMA Curb 750 27 Right HMAFlared Good No 55 Right HMAStraight Good No 56 Left HMAStraight Good No 11,624 Right HMAFlared Good No JEFFERSON RD FRUIT STTo LONGWOOD CIR 34 604 Right HMA 4.0 Fair 15.00 Granite (Sloped) 571 31 Right HMAStraight Fair No 606 Right HMAStraight Good No 658 1,245 Right HMA 4.0 Fair 15.00 Granite (Sloped) 595 1,246 Right HMAStraight Good No JENNIFER DR MAPLE STTo CUL DE SAC 18 715 Right HMA 4.0 Good 5.00 HMA Curb 752 5,792 Right HMAStraight Poor No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 27 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

25 715 Left HMA 4.0 Good 10.00 HMA Curb 730 26 LeftHMAStraight FairNo JOANNA DR MAPLE STTo FOXBOROUGH TOWN 34 546 Right HMA 5.0 Good 3.00 Cape Cod Berm 547 31 Right HMAStraight Good No 148 Right HMAStraight Good No JOANNA DR 2To 24 531 Left HMA 5.0 Good 0.00 HMA Curb 497 531 Left HMAStraight Good No 556 Left HMAStraight Good No JONATHAN RD ESSEX STTo CUL DE SAC 18 520 Right HMA 4.0 Fair 10.00 Granite (Sloped) 505 4,471 Left HMAStraight Good No 560 699 Right HMA 4.0 Good 1.00 Granite (Sloped) 147 698 Right HMAStraight Good No 1,496 Right HMAStraight Good No JUNIPER DR HALL STTo FRUIT ST 19 400 Left HMA 4.0 Fair 30.00 HMA Curb 374 1,352 Right HMAStraight Good No JUSTIN DR BALCOM STTo NORTH WHITE PINE L 28 1,164 Right HMA 4.0 Good 5.00 Cape Cod Berm 1,148 24 Right HMAStraight Fair No 38 Right HMAStraight Good No KELI LN MAPLE STTo CUL DE SAC LOOP 14 784 Left HMA 4.0 Good 2.00 Granite (Sloped) 1,235 29 Left HMAStraight Poor No 44Left HMAStraight Good No 844 Right HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 28 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

KERRY DR DONEGAL WAYTo CAVAN XING 0 658 Left HMA 4.0 Good 1.00 Granite (Sloped) 632 38 Left HMAStraight Good No 17 660 Right HMA 4.0 Good 1.00 Granite (Sloped) 643 644 Left HMAStraight Good No 660 Right HMAStraight Good No 50 650 Left HMA 4.0 Good 0.00 Granite (Sloped) 609 49LeftHMAStraight FairNo 712 1,189 Left HMA 4.0 Good 1.00 Granite (Sloped) 479 28 Right HMAStraight Good No KING ARTHUR WAY WILLIAMS STTo CUL DE SAC 17 1,799 Right HMA 4.5 Fair 15.00 HMA Curb 1,839 16 Right HMAStraight Fair No 33 237 Left HMA 4.5 Fair 15.00 HMA Curb 204 30 LeftHMAStraight FairYes KINGMAN AVE OAKLAND STTo DEAD END 102 436 Left HMA 4.0 Poor 90.00 No Curb 406 31 Left HMAFlared Excellent Yes LANCASHIRE DR YORK RDTo WEST ST 14 2,376 Left HMA 4.0 Poor 25.00 Granite (Sloped) 2,398 4,354 LeftHMAStraight FairNo 15,099 Left HMAStraight Poor No LANCELOT LN TREMONT STTo KING ARTHUR WAY 12 177 Left HMA 4.0 Fair 15.00 HMA Curb 174 27 LeftHMAStraight FairNo 19 920 Right HMA 4.0 Fair 15.00 HMA Curb 916 921 Right HMAStraight Good No 4,082 Left HMAStraight Excellent No 682 952 Left HMA 4.0 Fair 15.00 HMA Curb 286

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 29 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

1,240 Left HMAStraight Good No LANGLEY DR MAPLE STTo CUL DE SAC 16 249 Right HMA 4.0 Fair 10.00 Granite (Sloped) 256 1,420 Right HMAStraight Poor No LAWNDALE RD EAST STTo TANYA DR (E) 2,327 3,360 Left HMA 4.0 Fair 25.00 No Curb 1,046 2,289 Left HMAStraight Good No 3,428 4,455 Left HMA 3.5 Fair 20.00 HMA Curb 1,030 3,429 Left HMAStraight Good No 3,435 Right HMAStraight Poor No LEONARD ST WILLOW STTo SOUTH MAIN ST 12 320 Left HMA 3.5 Poor 80.00 HMA Curb 320 630 Right HMAStraight Poor No 16 1,164 Right HMA 3.5 Poor 80.00 HMA Curb 1,125 560 Right HMAStraight Good No 2,106 Right PCCFlared Fair Yes LEWIS RD MAPLE STTo CUL DE SAC 31 740 Right HMA 4.0 Good 5.00 Granite (Sloped) 785 35 Right HMAStraight Good No 739 Right HMAStraight Good No LINCOLN RD BRANCH RDTo CUL DE SAC LOOP 40 1,285 Left PCC 5.0 Excellent 0.00 Cape Cod Berm 1,226 720 Right PCCStraight Excellent Yes 720 Left PCCStraight Excellent Yes 3,200 Right PCCStraight Excellent Yes 3,220 Right PCCStraight Excellent Yes 3,238 Right PCCStraight Excellent Yes 4,406 Right PCCStraight Excellent Yes LINDEN ST PARK STTo EAST ST

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 30 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

16 492 Left PCC 5.0 Fair 20.00 Concrete 478 18 Left PCCStraight Poor No LONGWOOD CIR CUL DE SAC (S) To CUL DE SAC (N) 21 275 Left HMA 4.0 Fair 10.00 Granite (Sloped) 366 22 Right HMAStraight Good No 323 674 Left HMA 4.0 Good 5.00 Granite (Sloped) 458 1,255 Left HMAStraight Good No MANSFIELD AVE OAKLAND STTo CROCKER ST 20 1,446 Left PCC 6.0 Excellent 0.00 Granite (Vertical) 1,369 1,314 Left PCCFlared Excellent Yes 1,413 Left PCCFlared Excellent Yes MARJAC WAY EASTON TOWN LINETo NECCO RD 409 1,139 Left HMA 4.0 Good 5.00 Cape Cod Berm 752 1,409 LeftHMAStraight FairNo MARSHALL AVE FRUIT ST To ASPEN ST 19 678 Left HMA 4.0 Good 2.00 Granite (Sloped) 663 676 Left HMAStraight Good No 1,533 2,811 Right HMA 4.0 Good 3.00 Granite (Sloped) 1,322 2,810 Right HMAFlared Good No MARTHAS WAY BALCOM STTo CUL DE SAC LOOP 21 930 Right HMA 4.5 Good 2.00 Granite (Sloped) 966 929 Right HMAStraight Good Yes MATTHEW LN IAN KEATS DRTo CUL DE SAC 9 877 Right HMA 4.0 Good 3.00 Granite (Sloped) 1,040 542 Right HMAStraight Good No 869 Left HMAStraight Fair No MAYFLOWER DR PILGRIM RDTo WEXFORD DR 40 879 Right HMA 4.0 Good 2.00 Granite (Sloped) 845

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 31 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

2,428 Right HMAStraight Good No MAYHEW FARM DR SCHOOL STTo CUL DE SAC 3 868 Left HMA 4.0 Fair 10.00 Granite (Sloped) 673 53 Left HMAStraight Good No 618 Left HMAStraight Good No 2,786 Right HMAStraight Poor No 24 640 Right HMA 4.0 Fair 10.00 Granite (Sloped) 944 60 Right HMAStraight Good No 614 Right HMAStraight Good No 2,668 Right HMAStraight Fair No MCKENZIE LA ELM STTo CUL DE SAC LOOP 25 1,600 Right PCC 5.0 Excellent 0.00 Granite (Sloped) 1,631 487 Right PCCFlared Excellent Yes 487 Left PCCFlared Excellent Yes 5,144 Right PCCFlared Excellent Yes MEADOW LN FRUIT STTo CUL DE SAC 4 519 Left HMA 4.0 Good 0.00 Granite (Sloped) 574 643 Right HMAStraight Good No 21 519 Right HMA 4.0 Fair 10.00 Granite (Sloped) 580 531 Right HMAStraight Fair No MEGANS WAY OLD FARM RDTo CUL DE SAC 449 559 Left HMA 4.5 Good 5.00 HMA Curb 168 446 Left HMAStraight Good No MILLFARM DR PLOWSHARE CT To MILL ST 27 487 Right HMA 4.0 Good 5.00 Granite (Sloped) 463 29 Right HMAStraight Good No 490 Right HMAStraight Good No 947 1,756 Right HMA 4.0 Good 2.00 Granite (Sloped) 844 944 Right HMAStraight Excellent No 1,732 Right HMAStraight Good No December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 32 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

MILLSTONE CT MILLFARM DRTo CUL DE SAC LOOP 18 472 Left HMA 4.0 Good 5.00 Granite (Sloped) 663 29 Left HMAStraight Good No MONAHAN LN (NB) 200ʹ S OF EASTMAN ST To EASTMAN ST 7 137 Right HMA 4.0 Fair 10.00 Granite (Sloped) 135 40 Right PCCFlared Excellent Yes 47 Right PCCFlared Excellent Yes 138 Right HMAFlared Excellent Yes MONAHAN LN (SB) EASTMAN STTo CUL DE SAC 204 316 Left HMA 4.0 Fair 25.00 Granite (Sloped) 117 1,749 Right HMAStraight Good No 1,632 2,282 Left HMA 4.0 Fair 10.00 Granite (Sloped) 640 34 Right HMAStraight Good No 2,282 Left HMAStraight Good No 2,325 2,426 Left HMA 4.0 Fair 10.00 Granite (Sloped) 470 2,313 Left HMAStraight Good No 2,433 Right HMAStraight Fair No MYSTIC LN EASTMAN ST To MONAHAN LA 37 381 Right HMA 4.0 Fair 10.00 Granite (Sloped) 368 37 Right HMAFlared Excellent Yes 370 Right HMAStraight Good No 3,603 Right HMAFlared Excellent Yes 443 1,439 Right HMA 4.0 Fair 10.00 Granite (Sloped) 1,001 444 Right HMAStraight Good No 740 Right HMAStraight Good No NATHAN RD FRUIT STTo CUL DE SAC 18 647 Left HMA 4.0 Fair 40.00 Granite (Sloped) 855 8,194 Left HMAStraight Poor No NECCO RD CUL DE SACTo CUL DE SAC

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 33 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

96 518 Right HMA 4.0 Good 5.00 Cape Cod Berm 692 98 Left HMAStraight Good No 516 Right HMAStraight Good No 526 693 Left HMA 4.0 Good 10.00 Cape Cod Berm 454 526 LeftHMAStraight FairNo 697 Right HMAStraight Good No NELSON WAY JEWELL STTo WILLIAMS ST 16 1,805 Right HMA 4.0 Fair 10.00 Granite (Sloped) 1,762 1,807 Right HMAStraight Good No 2,101 Left HMAStraight Good No NEWELL LN SOUTH MAIN STTo CUL DE SAC LOOP 16 542 Right HMA 4.5 Fair 10.00 Granite (Sloped) 604 30 Right HMAStraight Poor No NEWTON ST PLEASANT STTo PRATT ST 14 608 Left PCC 4.5 Fair 15.00 Concrete 594 20 LeftPCCFlared FairNo 610 739 Right PCC 4.5 Fair 10.00 Concrete 129 734 Right PCCFlared Good Yes NICOLE RD MAPLE STTo NOREEN RD (S) 31 1,295 Left HMA 5.0 Excellent 0.00 Granite (Sloped) 1,286 31 Left HMAFlared Good No 402 Left HMAStraight Good No NOREEN RD NICOLE RDTo CUL DE SAC LOOP 40 1,770 Right HMA 5.0 Excellent 0.00 Granite (Sloped) 1,774 0 Right HMAStraight Good No 47 Right HMAStraight Good No 1,264 Right HMAStraight Good No 1,266 Left HMAStraight Good No NORTH MAIN ST FOXBOROUGH TOWN To WEST ST

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 34 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

2 533 Right PCC 5.0 Good 5.00 Concrete 531 531 Right HMAStraight Good No 32 259 Right PCC 6.0 Excellent 0.00 Granite (Vertical) 216 324 Left PCCFlared Excellent Yes 308 637 Right PCC 10.0 Excellent 0.00 Granite (Vertical) 330 21 Right PCCFlared Excellent Yes 326 Right PCCFlared Excellent Yes 617 Right PCCFlared Excellent Yes 573 863 Right PCC 5.0 Good 5.00 Concrete 281 572 Right PCCStraight Good No 660 770 Right PCC 8.0 Excellent 0.00 Granite (Vertical) 111 22 Right PCCStraight Excellent Yes 35 Left PCCFlared Excellent Yes 1,200 1,698 Left PCC 5.0 Good 5.00 Granite (Vertical) 486 374 Right PCCStraight Fair No 1,635 Left PCCFlared Good No 1,727 2,334 Left PCC 5.0 Good 0.00 Granite (Vertical) 607 356 Right PCCReturn Curb Good No 1,729 Left HMAStraight Poor No 2,377 2,654 Left PCC 5.0 Good 5.00 Granite (Vertical) 273 17 LeftPCCStraight FairNo 2,378 Left HMAStraight Poor No 2,693 3,060 Left PCC 5.0 Good 2.00 Granite (Vertical) 365 2,691 Left PCCStraight Good No 3,037 Left PCCFlared Good No 3,085 3,942 Left PCC 6.0 Fair 10.00 Granite (Vertical) 892 30 Right PCCStraight Good No 3,110 Left PCCFlared Good No 3,210 4,090 Right PCC 5.0 Fair 5.00 Granite (Vertical) 867 3,216 Right PCCStraight Poor No 3,942 4,121 Left PCC 5.5 Excellent 0.00 Granite (Vertical) 179 4,128 Left PCCFlared Excellent Yes

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 35 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

4,090 4,559 Right PCC 10.0 Excellent 0.00 Granite (Vertical) 478 4,262 Right PCCStraight Excellent Yes 4,317 Right PCCStraight Excellent Yes 4,459 Right PCCStraight Excellent Yes 4,484 Right PCCStraight Excellent Yes 4,557 Right PCCFlared Excellent Yes 4,159 4,228 Left PCC 5.5 Excellent 0.00 Granite (Vertical) 94 329 Left PCCFlared Excellent Yes 4,197 Left PCCFlared Excellent Yes 4,223 Left PCCFlared Excellent Yes 4,593 4,730 Left PCC 10.0 Good 2.00 Granite (Vertical) 137 304 Right PCCFlared Excellent Yes 4,628 4,742 Right PCC 5.0 Good 0.00 Granite (Vertical) 121 44 Right PCCFlared Fair No 4,815 5,093 Left PCC 6.0 Good 10.00 Granite (Vertical) 289 4,828 Left PCCFlared Excellent Yes 4,819 4,853 Right PCC 6.0 Excellent 0.00 Granite (Sloped) 38 358 Left PCCFlared Excellent Yes 6,545 Right PCCFlared Excellent Yes 4,928 5,487 Right PCC 7.0 Good 5.00 Granite (Vertical) 559 373 Left PCCFlared Excellent Yes 5,122 5,490 Left PCC 7.0 Fair 15.00 Granite (Vertical) 367 1,349 Right PCCFlared Excellent Yes 5,521 5,729 Left PCC 6.0 Good 5.00 Granite (Vertical) 206 5,693 Left PCCFlared Excellent Yes 5,527 5,694 Right PCC 8.0 Good 0.00 Granite (Vertical) 179 5,526 Right PCCFlared Excellent Yes 5,685 Right PCCFlared Excellent Yes 5,768 5,938 Left PCC 6.0 Good 5.00 Granite (Vertical) 190 15 Right PCCStraight Excellent Yes 1,058 Left PCCFlared Excellent Yes 5,990 6,783 Left PCC 6.0 Good 0.00 Granite (Sloped) 808 5,985 Left PCCFlared Excellent Yes December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 36 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

6,405 Left PCCFlared Excellent Yes 6,011 6,399 Right PCC 6.0 Good 2.00 Granite (Vertical) 389 6,013 Right PCCStraight Excellent Yes 6,441 6,604 Right PCC 6.0 Good 2.00 Granite (Vertical) 164 456 Right PCCFlared Excellent Yes 6,623 7,275 Right PCC 5.0 Good 2.00 Granite (Vertical) 659 6,809 Right PCCFlared Excellent Yes 7,108 Right PCCFlared Excellent Yes 6,811 7,067 Left PCC 6.0 Good 0.00 Granite (Vertical) 257 25 Right PCCStraight Excellent Yes 7,112 7,565 Left PCC 6.0 Good 2.00 Granite (Vertical) 451 7,281 Left PCCFlared Excellent Yes 7,562 Left PCCFlared Excellent Yes 7,308 7,546 Right PCC 6.0 Excellent 0.00 Granite (Vertical) 243 7,544 Right PCCFlared Excellent Yes NORTH WHITE PINE LN CLAIRE AVE To JUSTIN DR 35 773 Right HMA 4.0 Good 5.00 Cape Cod Berm 770 28 Right HMAStraight Fair No NORTHRIDGE RD EASTMAN STTo DONEGAL WAY 37 1,097 Right HMA 4.0 Good 0.00 Granite (Sloped) 1,039 37 Right PCCFlared Good Yes 1,098 Right HMAStraight Fair No OAK LEAF DR OAK STTo TOWN LINE 9 1,584 Left HMA 4.0 Poor 75.00 HMA Curb 1,551 3,096 Right HMAStraight Poor No 12 1,543 Right HMA 4.0 Poor 80.00 HMA Curb 1,569 3,023 Right HMAStraight Fair No OAK LEAF DR 2To 0 1,301 Left HMA 4.0 Fair 30.00 HMA Curb 1,269 198 Right HMAStraight Poor No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 37 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

OAKLAND ST KINGMAN AVETo FOXBOROUGH TOWN 149 626 Right PCC 5.5 Excellent 0.00 Granite (Vertical) 310 617 Left PCCFlared Excellent Yes 1,166 Left PCCFlared Excellent Yes 337 662 Right HMA 4.5 Good 10.00 Granite (Vertical) 338 14 Right HMAFlared Good No 1,164 Right PCCFlared Excellent Yes 686 1,099 Right HMA 5.0 Good 5.00 Granite (Vertical) 427 1,454 Right HMAFlared Fair No 1,512 1,742 Right HMA 4.5 Fair 15.00 Granite (Vertical) 235 656 Left PCCFlared Excellent Yes 2,282 Right HMAFlared Good No OAKLAND ST 2To 148 710 Right HMA 5.0 Good 1.00 Cape Cod Berm 576 707 Right HMAStraight Good No OLD COLONY WAY THOMAS STTo DEAD END 195 542 Left PCC 5.0 Excellent 0.00 Granite (Vertical) 339 249 Left PCCFlared Excellent Yes 294 499 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 232 175 Right PCCFlared Excellent Yes 181 Left PCCFlared Excellent Yes 545 773 Right PCC 6.5 Good 5.00 Granite (Vertical) 222 208 Right PCCFlared Excellent Yes 770 Right PCCFlared Excellent Yes 569 762 Left PCC 6.0 Fair 10.00 Granite (Vertical) 212 21 Left PCCFlared Excellent Yes 255 Right PCCStraight Excellent Yes 817 986 Right PCC 5.0 Good 5.00 Granite (Vertical) 167 819 Right PCCFlared Excellent Yes 986 1,030 Right HMA 6.0 Good 5.00 Granite (Vertical) 60

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 38 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

5,972 Right PCCStraight Excellent Yes OLD FARM RD WEST STTo WAYSIDE DR 11 2,152 Left HMA 4.0 Fair 15.00 HMA Curb 2,155 18,565 Left HMAStraight Poor No 18,635 Left HMAStraight Good No 323 1,295 Right HMA 4.0 Fair 10.00 HMA Curb 976 26 Right HMAFlared Good No 1,286 Right HMAFlared Excellent Yes OLD NORTH TRL CARRIAGE HOUSE LA To PILGRIM RD 24 692 Right HMA 4.0 Good 5.00 Granite (Sloped) 687 35 Right HMAStraight Good No 692 Right HMAStraight Good No 32 702 Left HMA 4.0 Good 5.00 Granite (Sloped) 703 30 Left HMAStraight Good No 697 Left HMAStraight Good No 749 1,309 Right HMA 4.0 Good 2.00 Granite (Sloped) 576 2,507 Left HMAStraight Good No 761 1,315 Left HMA 4.0 Good 2.00 Granite (Sloped) 554 762 Left HMAStraight Good No 2,563 Left HMAStraight Good No 1,374 1,846 Left HMA 4.0 Good 2.00 Granite (Sloped) 489 1,382 Left HMAStraight Good No 1,900 2,368 Right HMA 4.0 Good 2.00 Granite (Sloped) 474 842 Right HMAStraight Good No 2,369 Right HMAStraight Good No 1,906 2,370 Left HMA 4.0 Good 2.00 Granite (Sloped) 479 2,364 Left HMAStraight Good No 2,429 2,937 Left HMA 4.0 Good 5.00 Granite (Sloped) 533 2,410 Left HMAStraight Good No 2,426 Left HMAStraight Good No 2,431 2,928 Right HMA 4.0 Good 5.00 Granite (Sloped) 503

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 39 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

2,927 Right HMAStraight Good No OLD SCHOOL ST WEST SCHOOL STTo CUL DE SAC 40 90 Right HMA 5.0 Fair 40.00 Granite (Vertical) 52 43 Right HMAFlared Good No 87 Right HMAStraight Fair No 48 91 Left HMA 5.0 Fair 20.00 Granite (Vertical) 48 90 LeftHMAStraight FairNo OLD STABLE DR STEARNS AVETo PLANTATION RD 13 1,272 Right HMA 4.0 Good 0.00 Granite (Sloped) 1,294 32 Right HMAStraight Good No 35 Left HMAStraight Good No 1,269 Right HMAStraight Good No 4,246 Right HMAStraight Fair No 4,349 Right HMAStraight Good No 1,317 2,360 Left HMA 4.0 Good 0.00 Granite (Sloped) 1,076 986 Left HMAStraight Good No OTIS ST GILBERT STTo SCHOOL ST 4,844 5,824 Left PCC 6.0 Good 0.00 Granite (Vertical) 978 4,844 Left PCCFlared Good No PARK ROW SOUTH MAIN STTo UNION ST 15 283 Left PCC 7.0 Excellent 0.00 Granite (Vertical) 325 23 Left HMAFlared Good Yes 279 LeftPCCStraight FairNo 36 278 Right PCC 5.0 Good 5.00 Granite (Vertical) 299 35 Right PCCFlared Excellent No 275 Right PCCFlared Poor No PARK ST NORTH MAIN STTo EAST ST 23 1,330 Left PCC 4.5 Poor 65.00 Concrete 1,308 25 Left PCCFlared Excellent Yes 391 Left HMAStraight Fair No December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 40 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

428 Left HMAStraight Fair No 25 381 Right PCC 4.5 Fair 10.00 Concrete 362 32 Right PCCFlared Excellent Yes 396 Right HMAStraight Poor No 430 867 Right HMA 4.5 Poor 80.00 HMA Curb 437 19 Right HMAStraight Poor No 469 Right HMAStraight Poor No 1,899 2,350 Left PCC 4.5 Poor 50.00 Concrete 462 205 Left HMAStraight Fair Yes 2,341 Left PCCStraight Excellent Yes 2,377 2,457 Left HMA 6.0 Excellent 0.00 Granite (Sloped) 82 2,380 Left HMAStraight Excellent Yes 2,416 Left PCCFlared Excellent Yes PARK ST 2EAST STTo PARK ST 1 108 Left HMA 5.0 Excellent 0.00 Granite (Vertical) 88 25 Left PCCFlared Excellent Yes 43 Right PCCStraight Excellent Yes PATTYS RD MAPLE STTo ELYSE RD 13 3,308 Right HMA 4.0 Good 10.00 Cape Cod Berm 3,335 30 Right HMAStraight Good No 3,304 Right HMAStraight Good No 457 1,782 Left HMA 4.0 Good 5.00 Cape Cod Berm 1,316 481 Left HMAStraight Good No PATTYS RD (SB) ELYSE RD To MAPLE ST 7 367 Right HMA 4.0 Good 10.00 Granite (Sloped) 398 355 Right HMAStraight Good No PHEASANT HOLLOW DR OTIS STTo CUL DE SAC LOOP 12 540 Right HMA 4.0 Good 5.00 Granite (Sloped) 1,039 537 Left HMAStraight Good No 4,221 Left HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 41 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

PIASECKI DR WINTER STTo CUL DE SAC LOOP 22 529 Left HMA 4.0 Fair 10.00 Granite (Sloped) 514 34 Left HMAStraight Good No 529 696 Left HMA 4.0 Good 10.00 Granite (Sloped) 306 698 Right HMAStraight Good No PILGRIM RD COLONIAL DRTo CUL DE SAC LOOP 27 1,783 Right HMA 4.0 Good 2.00 Granite (Sloped) 1,790 29 Right HMAStraight Fair No 28 525 Left HMA 4.0 Good 2.00 Granite (Sloped) 514 30 Left HMAStraight Good No 520 Left HMAStraight Good No 577 1,031 Left HMA 4.0 Good 2.00 Granite (Sloped) 457 574 Left HMAStraight Good No 1,027 Left HMAStraight Good No 1,096 2,341 Left HMA 4.0 Good 5.00 Granite (Sloped) 1,234 1,116 Left HMAStraight Good No PINE NEEDLE LN FRANKLIN STTo WALDOR DR 13 1,879 Left HMA 4.0 Fair 10.00 HMA Curb 1,921 126 Right HMAStraight Good No PINEVIEW TER LAWNDALE RDTo CUL DE SAC LOOP 42 542 Left HMA 4.0 Good 0.00 No Curb 759 549 Right HMAStraight Good No PLANTATION RD MAYFLOWER DRTo CUL DE SAC LOOP 34 1,157 Right HMA 4.0 Good 1.00 Granite (Sloped) 1,119 34 Right HMAStraight Good No 440 Right HMAStraight Good No 861 Right HMAStraight Good No 35 358 Left HMA 4.0 Good 0.00 Granite (Sloped) 340 38 Left HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 42 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

1,588 Right HMAStraight Good No 403 904 Left HMA 4.0 Good 0.00 Granite (Sloped) 529 435 Left HMAStraight Good No 875 Left HMAStraight Good No PLEASANT ST NORTH MAIN STTo CLINTON ST 21 74 Right PCC 5.0 Fair 10.00 Granite (Vertical) 54 22 Right PCCFlared Excellent Yes 23 864 Left PCC 4.5 Fair 15.00 Granite (Vertical) 842 25 Left PCCFlared Excellent Yes 864 899 Left PCC 4.5 Good 5.00 Granite (Vertical) 37 649 Right PCCFlared Good Yes 926 960 Left PCC 4.5 Good 5.00 Granite (Vertical) 35 927 Left PCCFlared Good No 929 Right PCCStraight Fair No 1,211 1,418 Left PCC 4.5 Fair 15.00 Concrete 210 1,218 Left PCCFlared Poor No PLOWSHARE CT MILL STTo CUL DE SAC LOOP 24 439 Right HMA 4.0 Fair 20.00 Granite (Sloped) 417 3,077 Left HMAStraight Good No 536 833 Right HMA 4.0 Fair 10.00 Granite (Sloped) 343 831 Right HMAStraight Good No POTASH RD FRANKLIN ST (N) To FRANKLIN ST (S) 21 129 Left HMA 4.0 Good 5.00 Cape Cod Berm 111 23 Left HMAStraight Good No 24 322 Right HMA 4.0 Good 3.00 Cape Cod Berm 306 28 Right HMAStraight Fair No 325 710 Left HMA 4.0 Good 3.00 Cape Cod Berm 384 707 Left HMAStraight Good No 2,562 2,965 Right HMA 4.0 Fair 10.00 Cape Cod Berm 407 2,966 Right HMAStraight Fair No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 43 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

2,690 2,956 Left HMA 4.0 Good 0.00 Cape Cod Berm 266 2,958 Left HMAStraight Good No PRATT ST EAST STTo OAKLAND ST 1,597 2,723 Right PCC 4.0 Good 2.00 Granite (Vertical) 1,139 31 Right HMAFlared Excellent Yes 2,771 3,086 Right PCC 5.0 Good 0.00 Granite (Vertical) 320 3,085 Right PCCFlared Excellent Yes 3,142 3,821 Right HMA 4.5 Good 3.00 Granite (Vertical) 710 2,705 Right HMAFlared Good Yes 3,152 Right PCCFlared Excellent Yes 3,799 Right HMAFlared Good Yes 3,777 3,815 Left HMA 8.0 Good 0.00 Granite (Vertical) 61 2,623 Right HMAFlared Good Yes 3,797 Left HMAFlared Good Yes 3,854 4,739 Right HMA 5.0 Good 0.00 Granite (Vertical) 887 3,874 Right HMAFlared Good Yes 4,856 5,107 Left PCC 5.0 Fair 15.00 Granite (Vertical) 264 726 Left PCCFlared Excellent Yes 4,962 5,290 Right PCC 5.5 Good 5.00 Granite (Vertical) 302 5,163 Right PCCFlared Excellent Yes 5,540 5,616 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 76 5,613 Right HMAStraight Poor No 5,660 5,764 Left HMA 5.5 Good 0.00 Granite (Vertical) 105 866 Left HMAStraight Good No 866 Right PCCStraight Fair No 5,845 5,953 Right PCC 6.0 Excellent 0.00 Granite (Vertical) 109 5,954 Right PCCFlared Excellent Yes 5,930 5,960 Left PCC 10.0 Excellent 0.00 Granite (Vertical) 38 5,954 Left PCCFlared Excellent Yes RIDGEVIEW LN FRANKLIN STTo CUL DE SAC LOOP 18 677 Left HMA 4.0 Good 0.00 Granite (Sloped) 665

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 44 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

679 Left HMAStraight Good No 1,372 1,372 Left HMA 4.0 Good 2.00 Granite (Vertical) 1,091 726 Left HMAStraight Good No RIVER EDGE RD WARE STTo CUL DE SAC LOOP 27 648 Right HMA 4.0 Good 2.00 Granite (Sloped) 1,705 26 Right HMAStraight Good No 30 648 Left HMA 4.0 Good 2.00 Granite (Sloped) 622 28 Left HMAStraight Good No RIVERSIDE DR BENEFIT STTo CUL DE SAC 278 797 Left HMA 4.0 Fair 40.00 HMA Curb 535 278 LeftHMAStraight FairNo RIVERWOOD DR TREMONT STTo RIVERWOOD DR 23 627 Right HMA 4.0 Fair 10.00 Granite (Sloped) 1,707 28 Right HMAStraight Good No 673 Right HMAStraight Good No ROBINSON CT PINE STTo CUL DE SAC 12 583 Left HMA 3.5 Good 10.00 HMA Curb 623 200 Right HMAStraight Good Yes 13 583 Right HMA 3.5 Good 10.00 HMA Curb 620 132 Right HMAStraight Good No ROBYN LN FRANKLIN STTo CUL DE SAC 15 722 Left HMA 4.0 Good 5.00 Granite (Sloped) 772 33 Left HMAStraight Fair No 717 Left HMAStraight Good No ROCK ST COURT STTo COTTAGE ST 1,005 1,080 Right PCC 4.5 Good 2.00 Granite (Vertical) 78 1,008 Right PCCFlared Good No ROSEWOOD DR BIRD RDTo CUL DE SAC

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 45 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

20 711 Left HMA 4.0 Good 5.00 Granite (Sloped) 772 23 Left HMAStraight Good No RUMFORD AVE THOMAS STTo WEST ST 99 539 Left PCC 6.0 Fair 10.00 Concrete 425 19 LeftPCCStraight FairNo 393 781 Right PCC 8.0 Fair 25.00 Concrete 388 349 Right HMAStraight Good No 560 778 Left PCC 5.0 Fair 45.00 Granite (Vertical) 218 17 Right PCCFlared Good No 811 1,031 Right PCC 5.0 Fair 45.00 Granite (Vertical) 224 1,029 Right HMAStraight Poor No 1,060 1,869 Right PCC 5.0 Fair 45.00 Concrete 818 1,063 Right PCCFlared Good No 1,064 1,516 Left PCC 5.0 Fair 45.00 Granite (Vertical) 454 1,512 Left PCCStraight Good No 2,454 2,672 Left PCC 5.0 Poor 40.00 Concrete 223 2,455 Left PCCFlared Poor No 2,671 Left PCCFlared Excellent Yes RUMFORD AVE 2RUMFORD AVTo OLD COLONY WAY 3 75 Right PCC 5.0 Good 0.00 Granite (Vertical) 67 73 Right PCCFlared Excellent Yes RUSTIC DR WARE STTo CUL DE SAC 10 693 Left HMA 4.0 Fair 15.00 HMA Curb 719 5,108 Right HMAStraight Good No 13 693 Right HMA 4.0 Excellent 0.00 HMA Curb 756 5,020 Right HMAStraight Fair No SADIES WAY COOPER RDTo CUL DE SAC LOOP 22 309 Left HMA 4.0 Good 5.00 Granite (Sloped) 554 312 Right HMAStraight Fair No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 46 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

329 Left HMAStraight Good Yes SAMOSET AVE OLD COLONY RDTo DEAD END 21 190 Left PCC 4.5 Good 5.00 Granite (Vertical) 175 27 Left PCCFlared Good No 248 686 Right HMA 4.0 Fair 30.00 Concrete 446 681 Right PCCFlared Good No 301 772 Left PCC 4.5 Poor 50.00 Concrete 476 769 Left HMAFlared Excellent No SANDY HILL RD MILL ST To JONATHAN RD 43 1,519 Left HMA 4.0 Fair 15.00 Granite (Sloped) 1,470 41Left HMAStraight Good No 1,492 Left HMAStraight Good No SAWMILL CT HOLSTEIN RDTo DEAD END 23 568 Right HMA 4.0 Good 0.00 Granite (Sloped) 561 33 Right HMAFlared Good No SCHOOL ST ELM STTo WEST ST 5,383 6,174 Left HMA 5.5 Good 5.00 Granite (Vertical) 794 53 Right HMAFlared Excellent No 6,174 6,458 Left HMA 5.0 Good 5.00 Granite (Vertical) 300 36 Left HMAFlared Good No 7,179 7,979 Left PCC 4.0 Good 2.00 Granite (Vertical) 819 7,567 Left PCCStraight Excellent Yes 7,617 Left PCCStraight Excellent Yes 7,629 Right PCCStraight Excellent Yes 7,980 8,884 Left PCC 5.0 Good 5.00 Granite (Vertical) 911 56 Left PCCStraight Excellent Yes 8,057 Left PCCStraight Good No 8,155 Left PCCStraight Excellent No 8,167 Right PCCFlared Good No 8,204 Left PCCFlared Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 47 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

8,279 Left PCCFlared Good No 8,536 Left PCCStraight Excellent No 8,592 Left PCCStraight Good No 8,726 Left PCCStraight Excellent No 8,797 Left PCCStraight Excellent No 9,583 9,949 Left HMA 5.0 Good 5.00 Granite (Vertical) 364 119 Right PCCFlared Good Yes 10,446 11,349 Right HMA 4.5 Fair 40.00 No Curb 916 23 Right HMAFlared Fair No 11,395 11,985 Right HMA 4.5 Fair 15.00 No Curb 617 32 Left HMAFlared Fair No 2,031 Left PCCFlared Good No 11,955 11,986 Left PCC 6.0 Good 5.00 Granite (Vertical) 47 2,085 Left PCCFlared Good No SCHOOL ST(WB) 260ʹ W OF SPRING STTo 310ʹ W OF RT 140 335 576 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 252 5,399 Right PCCFlared Excellent Yes SEAN DR SCHOOL STTo CUL DE SAC 14 594 Right HMA 4.0 Fair 25.00 Granite (Sloped) 839 594 Left HMAStraight Fair No 6,459 Right HMAFlared Fair No SERENA ALLEN WAY BIRD RDTo CUL DE SAC LOOP 29 514 Right HMA 4.0 Good 3.00 Granite (Sloped) 919 515 Left HMAStraight Fair No 1,240 Left HMAStraight Good No SHANNON LN EAST STTo CUL DE SAC 15 722 Left HMA 4.0 Fair 10.00 Granite (Sloped) 759 230 Left HMAStraight Good No 14,977 Left HMAStraight Good No 16 722 Right HMA 4.0 Fair 20.00 Granite (Sloped) 761

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 48 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

15,041 Left HMAStraight Good No SHAWMUT AVE ROCK STTo OLD COLONY RD 15 535 Right PCC 4.5 Good 5.00 Granite (Vertical) 527 510 Left PCCFlared Good No 568 921 Right PCC 4.5 Good 2.00 Granite (Vertical) 361 573 Right PCCFlared Fair No 916 Right PCCFlared Fair No SHEA CIR DEAD ENDTo TOWNLINE 326 495 Right PCC 5.0 Excellent 0.00 Granite (Sloped) 192 574 Left PCCStraight Excellent No 545 1,026 Right PCC 5.0 Excellent 0.00 Granite (Sloped) 1,008 1,055 Left PCCStraight Excellent No 1,057 Right PCCFlared Excellent No SHIELDS ST OAKLAND STTo HOPE ST 16 565 Left HMA 5.0 Good 5.00 Cape Cod Berm 542 18 Left HMAFlared Good Yes 17 617 Right HMA 5.0 Good 5.00 Cape Cod Berm 609 18 Right HMAFlared Fair No 746 985 Left HMA 5.0 Good 5.00 Cape Cod Berm 258 761 Left HMAStraight Excellent No 983 Left HMAStraight Fair No SHILOH DR ESSEX STTo CUL DE SAC 19 726 Left HMA 4.0 Good 2.00 Granite (Sloped) 742 20 Left HMAStraight Good No 32 726 Right HMA 4.0 Good 2.00 Granite (Sloped) 754 35 Right HMAStraight Fair No SMILEY AVE ASPEN ST To MARSHALL ST 674 1,075 Left HMA 4.0 Good 5.00 Granite (Sloped) 412 33 Left HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 49 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

1,123 1,748 Left HMA 4.0 Good 5.00 Granite (Vertical) 631 1,739 Left HMAStraight Good No 1,352 1,752 Right HMA 4.0 Good 5.00 Granite (Sloped) 433 479 Right HMAStraight Good No SMITH RD TREMONT ST (N) To TREMONT ST (S) 21 2,239 Right HMA 5.0 Good 2.00 Granite (Sloped) 2,169 19 Right HMAStraight Good No 3,183 Left HMAStraight Good No SOUTH MAIN ST EAST STTo SPRING ST 35 358 Left PCC 5.0 Fair 10.00 Granite (Vertical) 331 27 LeftPCCStraight FairYes 385 1,031 Left PCC 4.5 Fair 45.00 Concrete 645 28 Right PCCStraight Good No 1,306 2,152 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 868 1,322 Right PCCFlared Excellent Yes 3,261 Left PCCFlared Excellent Yes SOUTH MAIN ST 3To 16 697 Right HMA 0.0 Good 5.00 HMA Curb 682 22 Right PCCStraight Fair Yes 737 2,047 Right HMA 5.0 Good 5.00 HMA Curb 1,331 27 Left PCCStraight Poor Yes 2,042 Right PCCFlared Good Yes 3,005 4,282 Right PCC 5.0 Fair 40.00 Cape Cod Berm 1,295 22 Left HMAStraight Good Yes 23 Right HMAStraight Good Yes 30 Right PCCFlared Good Yes 34 Right PCCStraight Good No SOUTH PARK LN SOUTH PARK LATo YORK RD 29 2,558 Right HMA 4.5 Fair 10.00 Granite (Sloped) 2,596 31 Right HMAStraight Poor No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 50 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

2,035 Right HMAStraight Fair No 2,559 Right HMAStraight Fair No SOUTH WHITE PINE LN CLAIRE AVETo CUL DE SAC 24 781 Left HMA 4.0 Good 5.00 Cape Cod Berm 548 1,142 Left HMAStraight Good No SPRING ST SCHOOL STTo SOUTH MAIN ST 2,477 2,812 Right PCC 4.5 Fair 15.00 Concrete 335 2,813 Right HMAStraight Fair No 2,847 3,264 Right PCC 4.5 Good 5.00 Concrete 420 2,851 Right HMAStraight Good No 3,263 Right PCCStraight Fair Yes STILLBROOK LN FRUIT STTo CUL DE SAC LOOP 20 615 Right HMA 4.0 Good 5.00 Granite (Sloped) 665 434 Right HMAStraight Good No 2,916 Left HMAStraight Good No 27 615 Left HMA 4.0 Good 5.00 Granite (Sloped) 629 26 Left HMAStraight Good No 433 Left HMAStraight Good No STRATTON RD WEST STTo CUL DE SAC LOOP 22 799 Left HMA 4.0 Good 5.00 Granite (Sloped) 783 35 Left HMAStraight Good No 1,021 Right HMAStraight Good No STURBRIDGE DR EASTMAN STTo COOPER RD 53 673 Right HMA 4.0 Good 5.00 Granite (Sloped) 637 55 Right HMAFlared Excellent Yes 211 637 Left HMA 4.0 Good 5.00 Granite (Sloped) 425 634 Left HMAStraight Good No 710 1,342 Left HMA 4.0 Good 10.00 Granite (Sloped) 641 705 Left HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 51 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

917 1,342 Right HMA 4.0 Good 10.00 Granite (Sloped) 428 1,534 Right HMAStraight Good No STURBRIDGE DR (NB) 211ʹ S OF EASTMAN ST To EASTMAN ST 7 159 Right HMA 4.0 Good 10.00 Granite (Sloped) 161 162 Right PCCFlared Excellent Yes SUMMER ST CENTRAL STTo DEAN ST 14 509 Left PCC 5.0 Good 5.00 Concrete 504 654 Right PCCFlared Good No 312 549 Right PCC 5.0 Good 0.00 Granite (Vertical) 237 314 Right PCCStraight Good No 548 Right PCCFlared Excellent Yes SUZANNE LN EAST STTo CUL DE SAC LOOP 21 435 Right PCC 4.5 Good 0.00 Granite (Sloped) 431 12,824 Left PCCFlared Excellent No SWETT ST SHIELDS STTo OAKLAND ST 22 661 Right HMA 6.5 Excellent 0.00 Granite (Vertical) 648 655 Right PCCFlared Excellent Yes TANYA DR LAWNDALE RDTo CUL DE SAC 24 1,766 Right HMA 4.0 Fair 15.00 HMA Curb 1,834 245 Right HMAStraight Good No THOMAS ST RUMFORD AVETo NORTH MAIN ST 0 400 Left PCC 6.0 Good 5.00 Granite (Vertical) 411 98 Left PCCFlared Excellent Yes 99 Right PCCFlared Excellent Yes 4,908 Right PCCFlared Excellent Yes TIMBERLINE DR WEST STTo CUL DE SAC 24 687 Left HMA 4.5 Good 5.00 Granite (Sloped) 837 22 Left HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 52 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

684 Right HMAStraight Good No TRACY CIR TRACY CIR (LOOP) To WARE ST 1,608 2,185 Right HMA 4.0 Good 10.00 Granite (Sloped) 2,326 38 Right HMAStraight Good No 2,166 Right HMAStraight Good No 3,723 Left HMAFlared Poor No TROWBRIDGE LN TREMONT STTo CUL DE SAC 14 372 Right HMA 5.0 Fair 15.00 Granite (Sloped) 609 26 Right HMAStraight Poor Yes UNION ST WEST STTo SPRING ST 21 432 Right PCC 5.0 Good 10.00 Concrete 408 25 Right PCCStraight Excellent Yes 25 Left PCCFlared Excellent Yes 294 Right PCCFlared Good No 326 1,191 Left PCC 4.5 Good 5.00 Granite (Vertical) 866 1,185 Left PCCFlared Good No 432 1,971 Right PCC 5.0 Good 5.00 Granite (Vertical) 1,543 1,181 Right PCCFlared Good No 1,295 Right PCCFlared Good No 2,450 Left PCCStraight Poor No 1,230 1,973 Left PCC 5.0 Good 5.00 Granite (Vertical) 754 1,294 Left PCCFlared Good No 1,969 Left PCCStraight Fair No UNION ST EXT BENEFIT STTo BASIN ST 770 923 Right HMA 4.0 Fair 20.00 HMA Curb 155 771 Right HMAStraight Good No 771 Left HMAStraight Good No VAN GEMERT DR MILL STTo CUL DE SAC 19 672 Left HMA 4.0 Good 5.00 HMA Curb 679 640 Left HMAStraight Fair No December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 53 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

VICTORIA LN YORK RDTo CUL DE SAC LOOP 22 535 Left HMA 4.5 Good 8.00 Granite (Sloped) 549 1,635 Left HMAStraight Good No VILLA ST RUMFORD AVETo NORTH MAIN ST 15 456 Right PCC 5.0 Good 5.00 Granite (Vertical) 446 16 Right PCCStraight Good No 19 460 Left PCC 5.5 Good 0.00 Granite (Vertical) 447 461 Left PCCFlared Excellent Yes WARE ST ESSEX STTo EAST ST 3,814 4,921 Left HMA 4.0 Good 10.00 Granite (Sloped) 1,121 3,815 Left HMAFlared Good No 4,901 Left HMAFlared Good No 4,976 5,478 Left HMA 4.0 Good 10.00 Granite (Sloped) 510 2,496 Left HMAStraight Good No 5,479 Left HMAStraight Good No 5,543 7,099 Left HMA 4.0 Good 10.00 Granite (Sloped) 1,602 21 Right HMAStraight Good No 5,544 Left HMAStraight Good No 7,138 11,190 Left HMA 4.0 Fair 15.00 Granite (Sloped) 4,054 6,147 Left HMAStraight Good No 11,184 Left HMAFlared Good No 11,190 12,197 Left HMA 4.0 Fair 15.00 Granite (Sloped) 1,014 11,241 Left HMAFlared Good No 11,570 Left HMAFlared Good No 11,625 Left HMAFlared Good No 12,127 Left HMAParallel Good No 12,198 Left HMAStraight Good No WAYSIDE DR GILBERT STTo OLD FARM RD 13 506 Right HMA 4.0 Fair 15.00 HMA Curb 517 2,192 Right HMAStraight Fair No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 54 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

WEST CHURCH ST OLD COLONY WAYTo HIGH ST 785 1,149 Left PCC 5.0 Good 5.00 Granite (Vertical) 377 1,153 Right PCCStraight Good No WEST ST GEORGE STTo DEAD END 0 46 Right HMA 5.0 Fair 20.00 Granite (Vertical) 51 44 Right HMAStraight Poor No 16 181 Left PCC 5.0 Excellent 0.00 Granite (Vertical) 168 21 Right PCCFlared Excellent Yes 36 417 Right PCC 6.0 Excellent 0.00 Granite (Vertical) 385 229 Right PCCFlared Excellent Yes 224 511 Left PCC 5.0 Good 10.00 Concrete 288 515 Left PCCStraight Excellent Yes 227 525 Left HMA 4.5 Good 5.00 Granite (Vertical) 303 365 Left HMAFlared Good No 456 Left HMAStraight Good No 449 1,208 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 761 518 Right PCCFlared Excellent Yes 1,206 Right PCCStraight Excellent Yes 2,672 Right PCCFlared Excellent Yes 527 919 Left HMA 4.5 Fair 10.00 Concrete 390 18 Left HMAStraight Fair No 977 1,287 Right HMA 4.5 Good 5.00 Concrete 318 33 Right HMAStraight Good No 979 Right HMAFlared Fair No 1,241 1,823 Right PCC 5.5 Excellent 0.00 Granite (Vertical) 588 1,817 Right PCCFlared Excellent Yes 1,883 Left PCCStraight Excellent Yes 1,895 2,017 Right PCC 5.5 Good 0.00 Granite (Vertical) 130 1,895 Right PCCFlared Excellent Yes 2,015 Right PCCFlared Good No 2,088 2,325 Right PCC 5.0 Good 0.00 Granite (Vertical) 233

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 55 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

2,089 Right PCCFlared Good No 2,324 Right PCCFlared Good No 2,101 2,315 Left PCC 5.0 Good 0.00 Granite (Vertical) 220 2,321 Left PCCFlared Good No 2,230 2,522 Right PCC 4.0 Fair 10.00 Granite (Sloped) 294 2,484 Right HMAStraight Good No 2,360 2,678 Right PCC 5.0 Good 0.00 Granite (Vertical) 319 341 Left PCCFlared Good No 2,522 2,794 Right HMA 5.5 Good 3.00 Granite (Sloped) 277 2,528 Right HMAFlared Good No 4,102 5,374 Left HMA 5.0 Good 5.00 Granite (Vertical) 1,271 4,054 Left PCCStraight Excellent Yes 4,129 Left PCCStraight Excellent Yes 4,792 Left PCCStraight Excellent Yes 4,847 Left PCCStraight Excellent Yes WEST ST 5WEST STTo ROUTE 140 4 40 Right PCC 5.0 Excellent 0.00 Granite (Vertical) 33 26 Right PCCFlared Good Yes WESTVIEW DR WEST STTo CUL DE SAC LOOP 16 571 Right HMA 4.0 Fair 10.00 HMA Curb 1,122 41 Right HMAStraight Good No 21 571 Left HMA 4.0 Fair 10.00 HMA Curb 571 42LeftHMAStraight FairNo WEXFORD DR CAVAN XINGTo KERRY DR 29 847 Left HMA 4.0 Good 3.00 Granite (Sloped) 856 34 Left HMAStraight Good No 838 Left HMAStraight Good No 30 850 Right HMA 4.0 Good 1.00 Granite (Sloped) 796 30 Right HMAStraight Fair No 837 Right HMAStraight Good No

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 56 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

WEXFORD DR (NB) EASTMAN STTo CAVAN XING 380 1,295 Left HMA 4.0 Good 0.00 Granite (Sloped) 921 377 Left HMAStraight Good No 1,284 Left HMAStraight Good No WHITETAIL LN SCHOOL STTo CUL DE SAC 38 489 Left HMA 4.5 Fair 15.00 Granite (Vertical) 677 34 Left HMAStraight Fair No 488 Right HMAStraight Fair No WILLIS ST COURT STTo CUL DE SAC 247 540 Left HMA 4.0 Good 5.00 Granite (Vertical) 354 242 Left HMAStraight Good No WILLOW ST SOUTH MAIN STTo SPRING ST 4,635 5,320 Left PCC 5.0 Excellent 0.00 Granite (Vertical) 678 4,638 Left PCCStraight Excellent Yes 4,638 Right PCCStraight Excellent Yes 4,974 Left PCCStraight Excellent Yes 4,975 Right PCCStraight Excellent Yes WILSON PL SOUTH MAIN STTo DEAD END 20 133 Left PCC 4.0 Fair 30.00 Concrete 115 20 Left PCCStraight Fair No WINDCHIME DR ERIN DRTo WARE ST 24 1,393 Right HMA 4.0 Fair 10.00 HMA Curb 1,382 25 Right HMAStraight Fair No 1,393 Right HMAFlared Fair No 849 1,401 Left HMA 4.0 Fair 10.00 HMA Curb 551 3,960 Right HMAFlared Good Yes WINDEMERE DR JEWELL STTo CUL DE SAC 21 858 Right HMA 4.0 Fair 10.00 HMA Curb 558

December 20, 2018 C:\Client Data\Mansfield\sidewalk-ramp.rpt Page 57 of 58 Begin End Estimated Curb Sidewalks: Station Station Side Material Width (ft) Condition % Repair Type Length (ft) Detectable Ramps: Station Side Material Type Condition Warning

24 Right HMAStraight Fair No 861 Right HMAStraight Fair No WINDSOR PL YORK To CUL DE SAC LOOP 8 270 Right HMA 4.0 Good 10.00 Granite (Sloped) 257 4,946 Left HMAStraight Good No WINSLOW WAY EAST STTo CUL DE SAC LOOP 22 577 Left HMA 4.0 Good 5.00 Granite (Sloped) 803 27 Left HMAStraight Good No YORK RD GILBERT STTo LANCASHIRE DR 23 404 Right HMA 4.0 Fair 15.00 Granite (Sloped) 405 1,124 Left HMAStraight Fair No 2,557 Left HMAStraight Fair No 6,434 7,191 Right HMA 4.0 Fair 10.00 Granite (Sloped) 754 972 Right HMAStraight Good No

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