Relationships. 2020 Pavement Condition Study Responsiveness. Final Report Results. Buxton, Maine

PREPARED FOR: Town of Buxton 185 Portland Road Buxton, Maine 04093

December 2020

SUBMITTED BY: Gorrill Palmer 707 Sable Oaks Drive Suite 30 So. Portland, ME 04106 207.772.2515 Town of Buxton, Maine Pavement Condition Study

Table of Contents

Description Page Introduction 1 Data Collection 2 Data Analysis 10 Treatment Alternatives 13 10-Year Roadway Improvement Plans 15 Use of Report 17 Conclusions 18

Appendix A Table 1 Paved Network Inventory – Municipal Road/Section (Alphabetical) Table 2 Paved Network Inventory – Municipal Road/Section (Treatment) Table 3 Costed Repair Options – Municipal Road/Section (Alphabetical)

Appendix B 10-Year Roadway Improvement Plan – Option 1: $420,000 Annual Budget 10-Year Roadway Improvement Plan – Option 2: $3M Bond/$420,000 Annual Budget 10-Year Roadway Improvement Plan – Option 3: $6M Bond/$420,000 Annual Budget

Appendix C Road Repair Unit Prices

Appendix D Field Data Collection Sheet

Appendix E Roadway Treatmentp Ma

Appendix F Buxton Road Maintenance History

Introduction Gorrill Palmer was retained by the Town of Buxton to complete pavement roadway condition assessments for all municipal roadways.

The purpose of the study was to assess the pavement condition of the municipal roads and to develop a ten-year plan for improving the pavement conditions. By continuing to complete these pavement evaluations on a regular basis, it is possible for the Town to better gauge how quickly the pavement is deteriorating and, consequently, how best to allocate resources.

The following graphic illustrates the ideal timing to complete preventive maintenance before the pavement condition reaches a point where pavement rehabilitation is required. It is significantly less expensive to perform regular preventive maintenance on a roadway than to rehabilitate or reconstruct a roadway. Roadway rehabilitation and reconstruction often costs three to six times the amount of preventive maintenance and road reconstruction typically costs at least six times the amount of preventive maintenance. Therefore, it is most cost- effective to complete regular preventive maintenance to maintain the roadways, so they do not reach the point where they require rehabilitation or reconstruction.

Definitions

Pavement Management: The process of planning maintenance and repair of a network of roadways in order to optimize pavement conditions over the entire network.

Preventive Maintenance: Cost-effective treatments to an existing roadway system and preserves the system, retards future deterioration, and maintains or improves the functional condition of the system (without significantly increasing the structural capacity).

Pavement Rehabilitation: To extend the service life of a paved road and/or improve road strength and load carrying capacity.

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Figure 1 – Idealized Pavement Deterioration Curve

Note: The cost per mile costs are approximate and can vary greatly depending on many different variables such as distress type, distress severity, distress frequency, etc.

The pavement conditions were evaluated in the field and entered into the Road Surface Management System (RSMS) Software, Version 16.2.21, distributed by the Maine Local Roads Center (MaineDOT). The pavement condition rating methodology is summarized on the following pages.

Data Collection The initial geographic information system (GIS) and database files for the Town of Buxton’s road network were provided by RSMS and MaineDOT. State-aid roads, gravel roads, and private roads were excluded from the evaluation. Several of the roads were split into sections based on their prior paving history or dimensional characteristics. For example, a road that had been partially paved in prior years would be segmented so that the segment with newer pavement would not artificially improve the condition rating of the portion that had not been recently paved.

Field Inventory The data collection was performed by Gorrill Palmer between the dates September 1 – October 8, 2020. The survey work was performed by one person to ensure consistent ratings and results for each road section. Approximately 79 miles of local Town road were evaluated.

The pavement condition data was collected using a pavement distress survey approach

2 developed by the Maine Local Roads Center. The RSMS Field Manual states that the survey may be completed while driving and it is not necessary to stop to perform any of the survey work. However, based on our experience, our field inspector also stopped periodically to better observe the condition of each road segment. The distress survey records the extent and the severity of commonly occurring pavement distresses.

For pavement, the critical distresses include the following types of cracking and damage: alligator cracking, transverse/longitudinal cracking, edge cracking, and patching/potholes. In addition, overall pavement roughness, rutting, and roadside drainage were observed. A brief description of each type of distress is provided below and corresponding photographs are shown on pages 5 through 8.

 Alligator Cracking: A series of interconnected cracks in the pavement resembling alligator skin or chicken wire. This type of cracking is typically caused by repeated traffic loadings and often indicates fatigue failure.

 Longitudinal/Transverse Cracking: Cracks running parallel and/or perpendicular to the roadway. These types of cracks are typically caused by inadequate support, reflection of underlying layers, or a precursor to alligator cracking.

 Edge Cracking: Cracks begin parallel to and within 24 inches of the pavement edge. Cracking is either a fairly continuous straight crack or crescent-shaped cracks in wave-formation. Edge cracking can be caused by the lack of adequate road shoulders or damaged shoulders due to erosion or other causes.

 Patching/Potholes: Patching is where original pavement has been replaced, but patch is failing. Potholes are where pavement has broken, leaving a bowl-shaped depression. A pothole is either not patched, or the patch is failing.

 Roughness: Uneven roadway surface that affects the comfort of the ride.

 Rutting: Channels in the wheel path caused by displacement of pavement material. Rutting generally indicates a structural deficiency in the base gravel or the road subgrade.

 Roadside Drainage: Proper drainage allows water to flow off the pavement freely and

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allows water in the pavement subbase to drain and be conveyed away from the road. Lack of drainage often results in damage to the pavement structure, either through frost heaving, resulting in pavement cracking, or weakened subbase resulting in structural damage to the pavement system.

The severity of each of the seven pavement distresses was estimated and recorded on a none/low/medium/high scale. For example, low severity cracking would be considered a hairline crack in the pavement whereas a high severity crack would be a 1-inch wide crack.

Similar to severity, extent of distress was measured on a none/low/medium/high scale where low is less than 10% of the roadway segment and high is greater than 30% of the roadway segment for any specific distress. A copy of the field data form is included in Appendix D. In this study, we entered data directly into the RSMS software on a laptop computer.

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Typical Pavement Distresses

Alligator Cracking – Tory Hill Drive

Longitudinal Cracking – Webster Road, Section 1

5 Typical Pavement Distresses (Continued)

Edge Cracking – Towle Street

Patching/Potholes – Skip Road, Section 1

6 Typical Pavement Distresses (Continued)

Roughness – Pease Road Extension

Rutting – Lower Egypt Road

7 Typical Pavement Distresses (Continued)

Roadside Drainage – No Such Road

8 While our survey generally followed the RSMS methodology, our survey work did include stopping the vehicle and inspecting the road distresses in more detail. To improve the accuracy of the inventory, at least one distress area for each road segment was observed from outside the vehicle.

In addition, a representative photograph of the survey section was taken for each road segment. The photographs are linked to the Road Segment in the RSMS database.

Survey sites were randomly selected by the surveyor in areas felt to best represent the roadway segment.

Maintenance Status Over the years, the MaineDOT has provided several methods for conducting a pavement management survey. The RSMS software and methodology is a simplified method that can be implemented by communities, often without technical assistance from a consultant or MaineDOT, if so desired. Other methods generate Pavement Condition Ratings (PCRs) based on the results of the pavement evaluation. The RSMS software does not generate PCRs, rather it computes a “maintenance status” for each road segment. The maintenance status is determined based on the pavement distress type(s) and distress severity and extent as observed in the pavement evaluation. A description of each of the maintenance status categories is as follows:

 No Maintenance: These roads are in excellent condition and require no maintenance.  Routine: These roads are in reasonably good condition, and only periodic lower cost repairs are required to maintain their condition. This would include crack sealing, fog sealing, pothole repair, and maintaining gravel shoulders.

 Preventive: These roads are in fair condition and require more expensive repairs designed to minimize further deterioration before it becomes a serious issue. This would include drag shims, thin overlays, and/or improving ditches. It is imperative that these roads receive preventive treatment within 3 to 4 years so they do not decline even further into the Rehabilitate or Reconstruct status categories.

 Rehabilitation: These roads require significant repairs with higher costs, but generally will add many years of life if done correctly. This would include reclaiming the roadway base and re-building the road with new gravel and pavement.

 Reconstruction: These roads have reached the end of their useful life and must be completely rebuilt from the gravel subbase and new pavement. This is generally the

9 most expensive category to complete. This category includes reconstructing the roadway, from the gravel subbase to the surface pavement.

The results of the pavement evaluation and the maintenance status for each town road are shown in the tables in Appendix A. The data are presented in three different tables, including:

 Table 1: Paved Network Inventory – Municipal Road/Section (Alphabetical)

o Table 1 provides an alphabetical listing of the municipal roads in Buxton, including maintenance status.

 Table 2: Paved Network Inventory – Municipal Road/Section (By Treatment)

o Table 2 organizes the municipal roads in Buxton by their maintenance status. Within each maintenance status, the roads are organized alphabetically.

 Table 3: Costed Repair Options – Municipal Road/Section (Alphabetical)

o Table 3 provides costed repair options for each of the municipal roads/sections in Buxton.

Data Analysis The overall maintenance status of the municipal roads in Buxton was determined by calculating the total miles of roadway within each maintenance status category. The following table and chart present the maintenance status of the municipal roads in 2020.

Maintenance Status of Municipal Paved Roads

Maintenance Status 2020 Mileage Percent of Total Mileage No Maintenance 22.28 28.1% Routine 14.17 17.9% Preventive 25.17 31.8% Rehabilitate 9.97 12.6% Reconstruct 7.69 9.7% Total 79.28 100%

10 Maintenance Status of Paved Roads in Buxton

25.17 22.28

Mileage 14.17 9.97 7.69

NO ROUTINE PREVENTIVE REHABILITATE RECONSTRUCT MAINTENANCE Maintenance Status

Figure 2 – Maintenance Status of Paved Roads in Buxton

Routine & No Maintenance Approximately 46% of Town roads are in the Routine or No Maintenance status categories. This is likely due to pavement overlay and/or reconstruction projects that have occurred in recent years. Roadway sections that have received treatment in recent years include:

 Callahan Road  Cemetery Road  Depot Street  Flaggy Meadow Road 1  Groveville Road  Warren Road

Preventive As shown, approximately 32% of the municipal roads are currently in the Preventive status category. We recommend these roads receive treatment within 3 to 4 years. Some roads with medium to medium-high traffic that fall within the Preventive status are:

 Chicopee Road 1  Flaggy Meadow Road 2  Haines Meadow Road 3  Main Street  Rankin Road  Simpson Road

11  Town Farm Road  Turkey Lane

If these roads do not receive proper treatment within a few years they may deteriorate into the Rehabilitate or Reconstruct status categories, which will result in higher repair costs. See Appendix A for details on the roads included in the various maintenance status categories.

Rehabilitate As shown, approximately 13% of the municipal roads are in the Rehabilitate status category. As stated previously, roads in Rehabilitate condition require significant repairs that often require major funding. However, these repairs will generally increase the roadway lifespan by many years. Such repairs would include reclaiming the roadway base and re-building the road with new gravel and pavement.. It is our recommendation that the Town address these roadway repairs as the paving budget allows for it. Repairing roads that are in Rehabilitate condition will be less costly than allowing further deterioration of the roadways into the Reconstruct condition.

Reconstruct Approximately 10% of the municipal roads are in the Reconstruct status category. As noted previously, the RSMS software does not calculate a PCR value for each roadway segment. PCR values are numerical ratings that allow roads to be ranked according to condition. The output from RSMS does not provide this ability to rank the roads. However, in our opinion, the paved roads in Reconstructive condition and in most need of full reconstruction based on traffic volume are:

 Hurlin Smith Road  Limington Road  Skip Road 1  Webster Road 1

Drainage Drainage issues were observed and noted on many of the municipal roads. Specific drainage concerns were added in the notes section of the RSMS database. Drainage is identified as a distress in the RSMS evaluation methodology and is rated in extent and severity for each road section, similar to the other pavement distresses. The following roads appeared to be most in need of ditching and drainage improvements:

 Back Nippen Road  Cousins Road

12  Henry Hill Road  Limington Road  Old Orchard Road  Pease Road  Skip Road 1 and 2  Turkey Lane

There are more roads with poor drainage, however the roads listed above are prioritized with greater importance due to the traffic volume assumed by Gorrill Palmer.

Prioritization of roads to receive treatments ultimately rests with the Town and should be partially based on criteria such as traffic volume and road importance (provides access to town facilities such as schools, emergency facilities, health facilities, and town office, for example).

Treatment Alternatives Multiple treatment options are available to maintain and repair roads in the various maintenance status categories. The following tables identify several of the treatment alternatives that are available within a given maintenance status category. For Option 2 and Option 3 in the 10 Year Roadway Improvement Plans, Gorrill Palmer has altered the RSMS standard treatment for the Town of Buxton to reduce cost but still provide a quality road that will have a long service life. The table below summarizes the modified treatments that Gorrill Palmer assumed for each maintenance category. These modified treatments were used to generate Option 2 and Option 3 in the 10 Year Improvement Plans for the Town of Buxton.

Modified Treatments – Town of Buxton Maintenance Category RSMS Standard Treatment GP Modified Treatment (Option 2 and Option 3) Routine Patching/Crack Sealing Crack Sealing Preventive Shim & 1” Overlay ¾” Thin Overlay Rehabilitate Reclaim (6-8” base), 2” Binder, Reclaim (6-8” base), 2” 1.5” Surface HMA Binder, 1.5” Surface HMA Reconstruct 24” Gravel, 2” Binder, 2” Surface Reclaim (6-8” base), 2” HMA Binder, 1.5” Surface HMA

We have reviewed the literature and have attempted to provide information on benefits, general longevity, and relative cost. As shown, the estimated service life of each alternative can vary significantly and is dependent on multiple factors such as local climate, quality of the construction, and condition of the underlying pavement/gravel and pavement/gravel sub-base,

13 among others. There is no standardized guidance providing information on the longevity of a given treatment with any degree of certainty. The tables below summarize the various treatment alternatives for paved roads.

14 Estimated Service Maintenance Status Treatment Alternative Description Comments Life (1)

This treatment alternative consists of removing and replacing the defective pavement with new pavement matching the depth of Routine Patching Varies Field verify locations. the surrounding pavement. Patching can also include filling potholes to the normal road grade.

This treatment alternative involves placement of specialized materials (such as rubberized liquid asphalt) into cracks to prevent Crack Seal 3 - 8 Years Field verify locations. infiltration of water into the underlying pavement layers.

This treatment alternative involves the application of asphalt binder covered with a fine aggregate. This alternative is used to Preventive Sand Seal 1 - 2 Years Does not improve the overall strength of roadway. improve the skid resistance of slippery pavements and to seal against air and water intrusion.

This treatment alternative consists of spraying the pavement surface with liquid asphalt and then immediately covering with Does not improve load-associated cracking, Not recommended for use on high Chip Seal 5 - 10 Years aggregate and rolling. volume roadways.

This treatment consists of a ¾” shim course of pavement. The shim course is applied to the existing pavement to smooth out any Cost effective if only used in areas where needed. Locations should be field Drag Shim (3/4") distortion (rutting, small depressions, etc.) prior to the surface course. The shim allows for a more uniform roadway and for a No information found verified prior to shimming. more evenly compacted surface layer, which extends the pavement life and ride quality.

Inspect existing pavement condition prior to overlaying to help avoid reflecting Thin Overlay (3/4 - 1") This treatment alternative consists of a ¾" - 1” surface course of pavement placed in one lift. 5 - 12 Years cracks. Consider shimming in areas that meet the "Shim & 1" Overlay" description. Not recommended in areas with alligator cracking.

This treatment alternative consists of a 3/4” shim course of pavement and a 1” surface course of pavement. The shim course is applied to the existing pavement to smooth out any distortion (rutting, small depressions, etc.) prior to the surface course. The This treatment is the prefered option for Preventaive status as it improves Shim & 1" Overlay 5 - 12 Years shim allows for a more uniform roadway and for a more evenly compacted surface layer, which extends the pavement life and ride roadway strength, cross slopes, and ride quality. quality. It is listed as a preventative treatment to allow the town to budget for future maintenance, as well as existing needs.

This treatment is similar to the Light/ Future overlay, but uses a 1.25 - 2" course of surface pavement to address a roadway build- Shimming may also be recommended to smooth out any distortion in the Thick (>1") Overlay 5-12 Years up that has been further deteriorated, and therefore needs a more structural treatment. existing pavement surface. This treatment alternative consists of a 2” overlay of cold mix pavement and surfaced with a 1” overlay of hot mix asphalt. The Overlay w/ 2" Cold Mix, top w/ 1" HMA cold mix asphalt is a blend of coarse and fine aggregate combined with soft emulsified asphalt, typically used for paving low volume No information found rural and secondary roads.

This treatment grinds down (mills) the existing pavement and then an overlay is placed. This treatment is used where it is Mill & Fill 1.25" necessary to maintain the existing finish grade of the roadway at approximately the same elevation due to adjacent driveways or 5-12 Years This treatment is ideal in urban areas where ditches aren't present. curbing with limited reveal.

A full depth reclamation treatment pulverizes the existing pavement and mixes some of it with the existing base material. The Rehabilitate Reclaim & Revert to Gravel No information found material is then re-graded and compacted. This treatment is similar to the Shim & 1” Overlay, but uses a 3/4” shim and a 2" course of surface pavement to address a roadway Existing gravel depths should be verified prior to paving to insure proper Shim & 2" Overlay 5-12 Years build-up that has been further deteriorated, and therefore needs a more structural treatment. service life. A full depth reclamation treatment pulverizes the existing pavement and mixes some of it with the existing base material. The Reclaim (6-8" base), 2" Binder, 1.5" Surface HMA 10-15 Years Pavement depths shall be in accordance with town/state specifications. material is then re-graded and prepared for a 2" base course and 1.5" surface course pavement. A full depth reclamation treatment pulverizes the existing pavement and mixes some of it with the existing base material. The Reclaim (6-8" base), Stabilized, 2" Binder, 1.5" Surface HMA 10-15 Years Pavement depths shall be in accordance with town/state specifications. material is then re-graded and prepared for a 2" base course and 1.5" surface course pavement. Existing pavement is removed and recycled at a pavement plant. The recycled asphalt pavement (RAP) is then placed on roadway PM RAP Reclamation No information found and regraded and compacted. A full depth reclamation treatment pulverizes the existing pavement and mixes some of it with the existing base material. The Reconstruct Reclaim & Revert to Gravel No information found material is then re-graded and compacted. This treatment is a full reconstruction of the roadway; including the removal of all pavements and gravels. A new layer of gravel is Gravel and pavement depths shall be in accordance with town/state Reconstruct w/ 18" Gravel, 2" Binder, 1" Surface HMA then placed at a depth of 18”. Finally a new 2” base course and 1” surface course of pavement are placed. This treatment should Up to 20 Years specifications. be applied on low volume rural and secondary roads. This treatment is a full reconstruction of the roadway; including the removal of all pavements and gravels. A new layer of gravel is Gravel and pavement depths shall be in accordance with town/state Reconstruct w/ 24" Gravel, 2" Binder, 2" Surface HMA then placed at a depth of 24”. Finally a new 2” base course and 2” surface course of pavement are placed. This treatment should Up to 20 Years specifications. be applied on arterial and collector roads. Notes (1). Estimated Service Life based on review of the literature. Estimated Service Life is highly variable and dependent on many variables, such as climate, quality of construction, existing pavement and subbase conditions, and drainage. The RSMS Software computes repair costs for multiple treatment alternatives, based on the maintenance status of a given road segment. The tables in Appendix A provide these cost estimates for each road segment. The cost estimates are based on unit price data (see Appendix C) for each treatment alternative and the area of road to be treated. It is very important to understand, that the unit costs used to generate the total costs are strictly for the pavement and drainage treatments. These costs do not include other repairs such as curbing, culverts, catch basin/manhole repair, other utility improvements, etc. The final cost of a project may vary significantly depending on many factors, such as length of road, width of road, other improvements, etc. Also note that all costs are presented in 2020 dollars and do not account for inflation.

10 Year Roadway Improvement Plans Gorrill Palmer has prepared three 10-year roadway improvement plan options, as follows:

 Option 1 – Annual budget of $420,000, which appears to be the approximate annual Town budget for roadway improvement projects (blacktop and crack sealing).  Option 2 - $3 million bond, with bond funding expended over five (5) years, while maintaining the annual $420,000 budget for all 10 years.  Option 3 – $6 million bond, with bond funding expended over eight (8) years, while maintaining the annual budget of $420,000 for all 10 years.

Based on the assessed condition of the road, the total costs to maintain and rehabilitate all the paved roads in the Town of Buxton is approximately $10,100,000. As shown, about 23% of the roads are in the rehabilitate or reconstruct category and require a significant expenditure to repair and improve. This is a challenge and will require diligence and substantial additional funding if the Town wants to address these roads.

Option 1 - $420,000 Annual Budget Gorrill Palmer has prepared a 10-Year Roadway Improvement Plan based on the reported annual roadway improvements budget of $420,000. It is our understanding that the Budget Committee in Buxton has approved this amount in the Warrant for the 2020 Annual Town Meeting. However, the past budgetary information has shown an annual budget of $300,000 per year. Based on the general poor condition of the roads, this amount is not adequate to make a substantial dent in improving the town roads.

This plan focuses on addressing the roads in the preventive treatment category within the first four years to keep these roads from getting worse and becoming more expensive to repair. Initially, an estimated cost was determined for all Preventive roads assuming a thin overlay,

15 ¾-inch, similar to Options 2 and 3. However, the estimated cost for this scope of work was determined to be approximately $2,100,000. Using simple math, it would take approximately five years to address the Preventive roads with the $420,000 annual budget. And, while this work was being done, the remaining roads would not receive any repairs or improvements. This is not sustainable. Therefore, we modified the treatment to reduce the cost. The modified treatment is a ¾-inch drag shim with no overlay. Using this approach, we were able to address the Preventive and Routine maintenance roads in the first five years of the plan. After addressing all roads in the Preventive status, roads that are in the Rehabilitate status can be addressed. Maintenance repairs were selected to exhaust the remainder of each annual budget.

The 10-year plan Option 1 is included in Appendix B. Note that with this annual budget, there is still about $5,900,000 of road work that is not completed within the duration of the plan. In our opinion, this option is not sustainable, nor adequate to result in significant improvements to the Town of Buxton’s road conditions.

Option 2 - $3 Million Bond plus $420,000 Annual Budget Gorrill Palmer has prepared a plan based on an initial $3 million bond, while maintaining the annual budget of $420,000.

We assumed that the $3 million bond will have the funds expended over five (5) years. This equates to an annual budget for five (5) years of $1,020,000 ($3,000,000 / 5 = $600,000 + $420,000). After 5 years, the $420,000 budget would be used for the remaining 5 years of the 10-year plan. This plan addresses most roads that currently have a maintenance category assigned to them.

This plan focuses on addressing the roads in the preventive treatment category first to keep them from getting worse and becoming more expensive to repair. The preventive treatment in Option 2 is a ¾-inch Thin Overlay, unlike the reduced ¾-inch Drag Shim treatment in Option 1.

Option 2 is also included in Appendix B.

Option 3 - $6 Million Bond plus $420,000 Annual Budget Gorrill Palmer has prepared a 10-Year Roadway Improvement Plan based on an initial bond of $6 million, while maintainingan annual paving/road budget of $420,000. This plan attempts to make a more significant impact in improving the condition of the town roads. By frontloading the plan, hopefully the Town can take advantage of an economy of scale by bidding a significant amount of work at one time. In theory, this approach should result in lower contractor pricing,

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and cost savings over time, as these expenses will likely increase as time progresses. While this plan is able to provide treatment to most roads requiring treatment, it does not include maintenance to the roads currently in the No Maintenance category or to some roads in the Rehab and Reconstruct categories.

Gorrill Palmer assumed that the bond money would be expended over eight (8) years. This equates to an annual budget for eight (8) years of $1,170,000 ($6,000,000 / 8 = $750,000 + $420,000). After 8 years, the $420,000 budget would be used for the final two (2) years of the 10-year plan.

Option 3 focuses on addressing the roads in the Preventive treatment category first to keep them from getting worse and becoming more expensive to repair.

For the roads in the reconstruction category, we reduced the preferred treatment to reclaiming the existing pavement and repaving, rather than the costlier full depth reconstruction option. We have continued to use the ¾” Thin Overlay as treatment to roads in the Preventive category, like in Option 2.

Option 3 is included in Appendix B.

Use of Report Care should be taken when using this report. Identified roadway conditions should be considered average over the length of each road segment. It is entirely possible that some sections of any given road segment may be in better or worse condition than the average. The roadway treatments identified in this report should not be considered as final design options. Before any project bidding is requested or construction is scheduled: additional site visits should be made, while design plans and specifications should be prepared to clearly identify the desired final product and construction scope of work. Other improvement work may be necessary as well. For instance, the Town may need to include repairs and replacement of catch basins, culverts, or other underground utilities, raising the profile of a road, and safety improvements. All of these will affect the final cost of the construction project.

Another consideration when scheduling the roadway improvements is the impact on neighborhoods. The Town should consider the number of mobilizations required by a paving contractor when planning overlays on local roads to reduce cost. If several roads are in need of treatment in a neighborhood based on the current maintenance status, the Town should review other roads in the neighborhood that may have a similar status to eliminate future

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work in the neighborhood for the next five years.

In summary, this report is intended to be used as a resource by the Town in developing their annual pavement budget and plan. It is anticipated that some of the roadways included in the annual program may be taken out of the order listed in Gorrill Palmer’s improvement plans in Appendix B, based on a more detailed field review by the public works director or hired consultant. Development of the annual program should consider additional factors such as drainage needs, and proximity of the projects to one another to minimize contractor mobilization costs.

Conclusions The Town of Buxton has a significant undertaking to repair their roadway system. Approximately 31% of the Town’s local paved roads are currently included in the Preventive maintenance status category. About 23% of the Town roads are in the Rehabilitate/Reconstruct category.

We have prepared 3 different 10-Year Roadway Improvement plans for the Town to consider:

1. Option 1 is maintaining the status quo and continue with funding roadway improvements at approximately $420,000 per year. With this option, progress will not be achieved and overall, the roads will continue to get worse. 2. Option 2 provides a $3 million bond, combined with the annual budget of $420,000. This option also makes a substantial impact on the overall quality of Town roads. 3. Option 3 uses a $6 million bond to jump-start progress. This option makes a substantial impact on improving the roads, while neglecting some low-traffic, residential roads.

Given the overall condition of the Town roads, we recommend proceeding with Option 2 or 3. Option 3 may be the better of the two because it may provide some economy of scale, which may result in better pricing early in the plan.

All three options prioritize Preventive treatments up front. It is important to treat the Preventive roads early in the 10-year plan to reduce the chances that their condition degrades and ultimately costs more money for the Town in the long run. Similarly, it is also important not to neglect the roads in the Routine and No Maintenance categories either. Many of these roads will require Routine maintenance in the next 5 to 7 years as well, and if this Routine

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maintenance is not performed, the Town can expect these roads to slip further into the Preventive category. It is a slippery slope and requires continuous diligence and funding to maintain the roads in good condition before the roads require costlier treatment options.

We recommend the Town continue to inventory pavement condition ratings every three years. This will allow for the development of historical pavement condition data which will reveal potential deficiencies with the roadway subgrade or drainage. Additionally, we also recommend that the Town annually update the RSMS database to track the road improvement work that has been completed each year.

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Appendix A Road Inventory

Major Major Major Major Minor Minor Minor Minor Minor Minor Minor Minor Minor Minor Minor Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Dayton Dayton Sept. August Shim Cracksealed Cracksealed Shim and Overlay Cracksealed Poor-2 Good-4 Good-2 Good-2 Poor-2 Poor-2 Good-2 Good-2 Poor-2 Good-2 Good-2 Good-2 Poor-2 Good-2 Poor-4 Good-2 Poor-4 Good-2 Poor-2 Good-6 Good-6 Good-2 Poor-4 Poor-4 Good-2 Good-2 Good-2 Good-2 Good-4 Good-2 Good-2 Good-2 Good-2 Poor-2 Poor-2 Good-4 Poor-2 Good-2 Good-2 Poor-2 Good-2 Poor-2 Poor-2 Good-2 Poor-2 Poor-2 Poor-2 Good-2 Poor-2 Good-2 Poor-4 Reconstruct-2 Preventive-4 NoMaint-2 Preventive-2 Preventive-2 Rehabilitate-2 NoMaint-2 NoMaint-2 Preventive-2 NoMaint-2 Routine-2 NoMaint-2 Reconstruct-2 Reconstruct-2 NoMaint-4 NoMaint-2 NoMaint-4 Preventive-2 Rehabilitate-2 Preventive-6 Routine-6 NoMaint-2 Reconstruct-4 Routine-4 NoMaint-2 NoMaint-2 NoMaint-2 Rehabilitate-2 Routine-4 Preventive-2 NoMaint-2 NoMaint-2 NoMaint-2 Preventive-2 Rehabilitate-2 Routine-4 Reconstruct-2 Rehabilitate-2 NoMaint-2 Reconstruct-2 NoMaint-2 Rehabilitate-2 Reconstruct-2 Routine-2 NoMaint-2 NoMaint-2 Rehabilitate-2 Rehabilitate-2 Preventive-2 Routine-2 Preventive-4 0.26 1.29 0.27 0.57 0.39 0.09 0.24 0.59 0.14 0.08 0.35 0.28 0.06 0.25 0.70 0.74 1.55 0.20 0.21 1.27 0.83 0.54 0.19 1.29 0.10 0.09 0.60 0.17 1.21 0.37 0.65 0.24 1.20 0.09 0.22 1.49 0.18 0.54 0.22 0.13 0.15 0.23 0.31 0.22 0.26 0.15 0.35 0.43 0.53 0.16 1.45 Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved CoteDr Line Town DunnellRd (Parker SR Far112 (Main SR 4A St) Quail Trl Deadend SR 22 (LongSR Plains 22 LimingtonRd Rd) (River SR 112 (Beech SR 112 Plai (Narraganse US202 Rd) (River SR 112 St Mulberry Line Town DunnellRd ChicopeeRd (Beech SR 112 Plai PeaseRd Cemetery Rd Line Town (Parker SR Far112 Line Town Rd Webster SR22 DunnellRd (LongSR Plains 22 Farm Town Rd Line Town Tapley Rd Line Town SimpsonRd (Main SR 4A St) Fifield Dr NoSuch Rd (LongSR Plains 22 SmithRd Hurlin Rd) (River SR 112 Rd Ferncroft (Narraganse US202 Deadend (Parker SR Far112 SkipRd (LongSR Plains 22 PeaseRd Kevin Cir Kevin Portland Rd (Parker SR Far112 (Narraganse US202 DunnellRd Rd) (River SR 112 Hurlin SmithRd Hurlin FlaggyMeadow Rd (Narraganse US202 PeaseRd Deadend SimpsonRd Rd OldThompson HillHenry Rd Deadend change Juris Farm Town Rd DunnellRd Ln Turkey Ln Turkey Rd) (River SR 112 Green RidgeDr (Narraganse US202 Town Line Town Deadend Deadend (Parker SR Far112 Cemetery Rd Rd) (River SR 112 Rd Webster FlaggyMeadow Rd SR22 Deadend PeaseRd Fifield Dr (Narraganse US202 Tapley Rd Line Town Deadend Rd) (River SR 112 Deadend Rocky Dundee Rd Deadend Portland Rd Rd OldThompson Dr Brooks Twin Deadend Rd) (River SR 112 PeaseRd Deadend Deadend (Narraganse US202 Deadend (Narraganse US202 (Beech SR 112 Plai (Parker SR Far112 Waterman Rd 2 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 4 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Appendix A, Table 1 - Paved Network Inventory - Municipal Road/Section (Alphabetical) (Alphabetical) Road/Section Municipal - Inventory Network 1 Table Paved - A, Appendix Fox Trak GeorgeSawyer Rd EldenRd Av Elliott EmeryCir Dr Evergreen Rd Ferncroft Fifield Dr FlaggyMeadow Rd FlaggyMeadow Rd FoggRd FountainSt Dennett FarmDennett Rd St Depot Rd Dresser Dundee Cir DunnellRd Ext DunnellRd Dr Eaton Rd Edgewood EldenRd Christian Row Christian Hill Church Rd Hill Church Rd Colony Ln CommonWy CornfieldRd CoteDr Rd Cousins Dr Deer Run DeeringDr Brewster Pl Brewster Dr Burnham Callahan Rd CarllRd Cemetery Rd Charles St Cheechako Rd ChicopeeRd ChicopeeRd Albert Cir Albert Allen Av Rd Atkinson St Autumn BackNippen Rd Rd Berry EagleBonny Blvd Boom Rd Rd Boynton Ln Bradbury AdamsCir Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Muni Winter Municipal Municipal Municipal uidcinRa/tetNm e rmT ufc eghSraeSau riaeSau 00TetetDt otatrClass Contractor Date Treatment 2020 DrainageStatus SurfaceStatus Length Surface To From Sec Road/Street Name Jurisdiction Municipal Major Major Major Major Major Major Minor Minor Minor Minor Minor Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Dayton Dayton August August Cracksealed Shim and Overlay Cracksealed(Half) Shim and Overlay Good-2 Good-3 Good-2 Poor-2 Good-4 Good-2 Good-2 Good-2 Poor-2 Poor-2 Good-2 Poor-5 Poor-2 Good-2 Poor-2 Poor-2 Good-2 Good-2 Good-2 Good-4 Good-2 Poor-2 Good-2 Poor-2 Poor-2 Poor-2 Good-2 Poor-4 Poor-4 Poor-4 Good-2 Good-2 Good-2 Poor-2 Poor-2 Poor-4 Good-2 Poor-2 Good-2 Good-6 Good-2 Good-6 Poor-2 Good-5 Good-5 Good-2 Good-2 Poor-3 NoMaint-2 NoMaint-3 Preventive-2 Preventive-2 Reconstruct-4 Routine-2 Preventive-2 Preventive-2 Rehabilitate-2 Reconstruct-2 NoMaint-2 Reconstruct-5 Preventive-2 NoMaint-2 Routine-2 Reconstruct-2 Preventive-2 Routine-2 NoMaint-2 Preventive-4 NoMaint-2 NoMaint-2 Routine-2 Reconstruct-2 Preventive-2 NoMaint-2 Preventive-2 Rehabilitate-4 Reconstruct-4 NoMaint-4 NoMaint-2 NoMaint-2 NoMaint-2 Reconstruct-2 Rehabilitate-2 Routine-4 NoMaint-2 Reconstruct-2 Preventive-2 Routine-6 Rehabilitate-2 NoMaint-6 Reconstruct-2 Preventive-5 Routine-5 NoMaint-2 NoMaint-2 Preventive-3 0.42 0.35 0.52 0.15 0.84 0.19 0.09 0.32 0.10 0.35 0.19 0.54 0.15 1.08 0.22 0.35 0.59 0.11 0.35 1.79 0.12 0.24 0.26 0.15 0.16 0.21 0.12 1.80 0.63 0.67 0.49 0.43 0.18 0.14 0.28 1.19 0.28 0.11 0.12 0.54 0.41 1.50 0.21 1.01 0.49 0.20 0.28 0.78 Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Deadend Turkey Ln Turkey Portland Rd (LongSR Plains 22 Waterman Rd Cemetery Rd Charles St (Narraganse US202 CoteDr Mertie Dr SpruceSwamp E Rd (Parker SR Far112 Rd) (River SR 112 Line Town (LongSR Plains 22 Deadend Egypt Lower 117 PineDr Country Haines Meadow Rd (Parker SR Far112 FlaggyMeadow Rd (Parker SR Far112 SkipRd (Beech SR 112 Plai LowellRd Rocky Dundee Rd Deadend Line Town Line Town Callahan Rd Line Town BackNippen Rd DeadEnd Pheasant Ln Deadend Portland Rd (Narraganse US202 Rd Atkinson (LongSR Plains 22 Town Line Town (LongSR Plains 22 Ln Turkey Deadend (LongSR Plains 22 Nearhemlock hollo RankinRd Rd Webster Guardrails Cemetery Rd (Narraganse US202 Tall Pine Dr 202 Deadend Portland Rd (Narraganse US202 Portland Rd Dr Partridge (Narraganse US202 DunnellRd Deadend (LongSR Plains 22 Deadend SimpsonRd Deadend Egypt Lower 117 St Depot Deadend Deadend Rocky Dundee Rd Deadend Allen Av Deadend Deadend Deadend Deadend (Beech SR 112 Plai US202 (Parker SR Far112 ChicopeeRd Deadend (LongSR Plains 22 Hill Church Rd Nearhemlock hollo Rd) (River SR 112 Deadend Deadend SkipRd Guardrails Deadend Deadend Ln Turkey Deadend St Robert Deadend Deadend Deadend 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 1 1 1 2 1 1 1 1 1 1 1 1 PeaseRd PeaseRd PennellRd Pheasant Ln PierceDr Pinder Rd Myrtle Ln Myrtle NoSuch Rd Oakwood Dr Rd OldOrchard Old Standish Rd Rd OldThompson Rd Osborn Overlook Dr Park Pl Dr Partridge Lower Egypt Rd Lower Egypt Rd Lower Egypt ManorWy MarkP Emery Rd MaryJane Rd Memory Ln Mertie Dr MillRd St Mulberry Jerusha Ridge Rd Jerusha JoyceSt MerrillRd Justin KellyLn Cir Kevin Libby Dr LimingtonRd Lindy Ln Rd Lord LowellRd Haines Meadow Rd Haines Meadow Rd Harmon Rd Dr Henderson HillHenry Rd HillHenry Rd Dr HermitThrush Cir Highpoint SmithRd Hurlin Gillette Rd Green RidgeDr GrovevilleRd Hague Rd Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Muni Winter Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal uidcinRa/tetNm e rmT ufc eghSraeSau riaeSau ramn hsya aeCnrco Class Contractor Date Treatment this year DrainageStatus SurfaceStatus Length Surface To From Sec Road/Street Name Jurisdiction Municipal Municipal Municipal Municipal Major Major Major Major Major Major Major Major Major Major Minor Minor Minor Minor Minor Minor Minor Minor Minor Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Neighborhood Dayton August Cracksealed Overlay Cracksealed Good-2 Good-2 Poor-2 Poor-2 Good-2 Good-2 Good-4 Poor-5 Poor-5 Good-2 Good-2 Good-2 Good-2 Good-4 Good-6 Good-6 Good-2 Good-2 Good-4 Poor-2 Poor-2 Poor-2 Good-4 Good-2 Good-2 Unknown-2 Poor-6 Good-2 Good-2 Poor-2 Good-5 Poor-4 Good-4 Poor-4 Good-4 Poor-2 Good-2 Good-2 Good-2 Good-2 Good-2 Poor-4 Poor-2 Good-4 Good-2 Poor-2 Good-4 Good-2 Good-4 NoMaint-2 Rehabilitate-2 Rehabilitate-2 Reconstruct-2 NoMaint-2 Preventive-2 Preventive-4 Reconstruct-5 Routine-5 Routine-2 Rehabilitate-2 NoMaint-2 Preventive-2 Rehabilitate-4 Preventive-6 Preventive-6 Preventive-2 NoMaint-2 NoMaint-4 Preventive-2 Reconstruct-2 Rehabilitate-2 Preventive-4 Routine-2 Routine-2 Unknown-2 Preventive-6 NoMaint-2 Preventive-2 Rehabilitate-2 NoMaint-5 Rehabilitate-4 Preventive-4 Reconstruct-4 Routine-4 Reconstruct-2 NoMaint-2 Rehabilitate-2 Routine-2 NoMaint-2 NoMaint-2 Routine-4 Rehabilitate-2 Preventive-4 Routine-2 Reconstruct-2 Routine-4 NoMaint-2 NoMaint-4 0.11 0.47 0.40 0.42 0.43 0.33 2.32 0.96 0.92 0.17 0.10 0.59 0.54 0.58 0.76 0.45 0.27 0.60 0.76 0.63 0.17 0.63 1.60 0.17 0.07 0.10 2.66 0.50 0.73 0.60 1.17 1.53 0.95 0.92 1.69 0.22 0.23 0.17 0.28 0.40 0.46 0.24 0.66 1.83 0.45 0.22 1.63 0.30 1.20 79.41 Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved TotalMunicipal Miles Salmon Falls Rd Gillette Rd SR 112 (Parker SR Far112 Farm Town Rd (Narraganse US202 DeadEnd Line Town of N Mill 100' RD (Parker SR Far112 DunnellRd (Narraganse US202 Waterman Rd Rd OldOrchard (Narraganse US202 Rd) (River SR 112 Salmon Falls Rd (Beech SR 112 Plai BackNippen Rd Line Town Rd) (River SR 112 (Narraganse US202 St Depot Rd OldOrchard Deadend (LongSR Plains 22 TreadwellRd FlaggyMeadow Rd Rd Atkinson SimpsonRd Rd) (River SR 112 Line Town Little River/Guard (Narraganse US202 Hill Church Rd (Parker SR Far112 SmithRd Hurlin PeaseRd SmithRd Hurlin St Autumn Gravel Tapley Rd LimingtonRd SkipRd (LongSR Plains 22 Ln Turkey (Beech SR 112 Plai (LongSR Plains 22 DeadEnd (Narraganse US202 SR 112 (Parker SR Far112 FlaggyMeadow Rd Little River/Guard FlaggyMeadow Rd Hill Church Rd Deadend Deadend Deadend Deadend Rd) (River SR 112 gravel Gillette Rd Little River/Bridg (Beech SR 112 Plai (Main SR 4A St) (Narraganse US202 Rd) (River SR 112 Deadend Deadend Farm Town Rd Deadend Deadend Rd) (River SR 112 Portland Rd Portland Rd TreadwellRd Deadend (Parker SR Far112 Deadend Deadend Deadend Tapley Rd Deadend Green RidgeDr Rd) (River SR 112 Deadend Deadend Rd) (River SR 112 MaryJane Road (Main SR 4A St) Cir Kevin Farm Town Rd Rd Cousins PeaseRd Valley(Joy SR 117 (LongSR Plains 22 of N Mill 100' RD Deadend Libby Dr 1 1 2 1 2 1 1 1 1 1 3 1 2 1 2 2 3 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 WescottCir Pines Whispering Dr Wildwood Cir StWinter WoodmanRd WoodmanRd Dr Woodridge TreadwellRd Ln Turkey Dr Brooks Twin Falls Union Rd Rd Egypt Upper Rd Warren Waterman Rd Waterman Rd Rd Webster Rd Webster Sunwood Dr Sunwood Tall Pine Dr Tapley Rd Ln Tarbox Hill Dr Tory Towle St Farm Town Rd Rd Townsend TreadwellRd SimpsonRd SkipRd SkipRd St Spring SpruceSwamp E Rd SpruceSwamp W Rd Squire Libby Rd Rd) (River SR 112 (Main SR 4A St) (Main SR 4A St) Ricks Ricks Wy St Robert Rocky Dundee Rd Drive Russell Salmon Falls Rd ScottsDr Seavey Dr Shaw Rd FarmsShortill Rd Pine Country PineDr Country Rd Proprietors Quail Trl RankinRd Municipal Municipal Municipal Municipal Municipal Municipal Municipal Muni Muni Winter Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal uidcinRa/tetNm e rmT ufc eghSraeSau riaeSau ramn hsya aeCnrco Class Contractor Date Treatment this year DrainageStatus SurfaceStatus Length Surface To From Sec Road/Street Name Jurisdiction Municipal Muni Winter Municipal Municipal 22.28 FireStation Neighborhood Neighborhood Through Route Through Sum of No Maint = Student School Route School Student Neighborhood/Through Route Neighborhood/Through Good-2 Good-2 Good-2 Good-2 Good-2 Poor-2 Poor-2 Poor-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Poor-2 Good-2 Good-2 Good-2 Poor-2 Good-2 Poor-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Poor-2 Good-2 Good-2 Good-2 Good-2 Good-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No No Maint-2 No Maint-2 No Maint-2 No Maint-2 No Maint-2 No low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low High Medium Medium Medium Medium Med-High 0.59 0.60 0.76 0.50 1.17 0.23 0.40 0.74 1.55 0.54 0.10 0.09 0.60 0.65 0.24 1.20 0.22 0.15 0.26 0.27 0.24 1.50 0.20 0.28 0.35 0.19 1.08 0.35 0.12 0.24 0.21 0.67 0.49 0.43 0.18 0.28 0.42 0.46 0.30 1.20 0.43 0.15 0.59 0.08 0.28 0.70 Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved NO MAINTENANCE Waterman Rd Waterman Rd Nippen Back Line Town Rd Atkinson Line Town Rd Pease Gravel Dunnell Rd Dunnell Rd Chicopee 112SR (Parker Far End Dead Rd Dunnell 22 Plains SR (Long Line Town Rd Simpson St) 4A(Main SR Rd Ferncroft end Dead Rd Pease Rd Dunnell end Dead Turkey Ln Rd Rankin Rd Webster Turkey Ln E Rd Swamp Spruce Line Town Rd Meadow Haines Rd Flaggy Meadow 112SR (Parker Far Rd Dundee Rocky Rd Callahan Line Town Rd Nippen Back End Dead 202 US (Narraganse end Dead Tapley Rd End Dead 202 US (Narraganse 202 US (Narraganse KevinCir 22 Plains SR (Long 112SR Rd) (River 202 US (Narraganse Line Town US 202 US (Narraganse TallDr Pine 202 Rd Portland Rd Dunnell Tapley Rd Road Jane Mary St) 4A(Main SR Rd Cousins LittleRiver/Bridg end Dead Farm Rd Town end Dead 112SR (Parker Far end Dead 112SR Rd) (River SR 112SR Rd) (River Rd Pease Rd Simpson change Juris Turkey Ln 202 US (Narraganse 22 Plains SR (Long end Dead end Dead Guardrails end Dead Rd Simpson end Dead end Dead Av Allen end Dead Cemetery Rd Dead end Dead Rd Pease end Dead end Dead 112SR (Parker Far Rd Waterman Line Town 112SR Rd) (River 22 end Dead Rd Pease Line Town end Dead 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Appendix A, Table 2 - Paved Network Inventory - Municipal Road/Section (By Treatment) (By Road/Section Network Municipal - 2 Inventory AppendixPaved - Table A, Warren Rd Warren Dr Pines Whispering Rd Woodman Pinder Rd Pinder Dr Country Pine Lane Russell Rd Falls Salmon Rd Shaw W Rd Swamp Spruce TallDr Pine Tapley Rd Dr Brooks Twin Memory Memory Ln MertieDr Rd Such No Rd OldThompson Rd Osborn Overlook Dr Park Pl Rd Pennell Flaggy Meadow Rd Flaggy Meadow Rd Sawyer George GrovevilleRd Rd Harmon Dr Henderson HillHenry Rd Libby Dr Rd Lord PMark Emery Rd Common Wy Common Rd Cornfield Dr Deering Farm Rd Dennett St Depot Rd Edgewood Rd Elden Rd Ferncroft Adams Cir Adams Berry Rd Rd Boom Ln Bradbury Rd Callahan Carll Rd Cemetery Rd Row Christian Lane Colony Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal 14.17 School Route School Route School Through Route Through Route Through Route Through Route Through Route Through Route Through Park/Boat Launch Park/Boat Sum of Routine = Chicopee Fire Fire Station Chicopee Fire Station Chicopee Good-2 Good-2 Good-2 Poor-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Poor-2 Poor-2 Good-2 Good-2 Poor-2 Good-2 Good-2 Good-2 Good-2 Good-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 Routine-2 low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low High High Medium Medium Medium Medium Medium Medium Medium Med-High Med-High 0.49 0.19 0.22 0.11 0.26 1.19 0.24 0.45 1.63 0.92 0.17 0.17 0.07 1.69 0.28 0.16 0.35 0.83 1.29 1.21 1.49 0.22 0.54 Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved ROUTINE near hemlock hollo hemlock near Cemetery Rd 22 Dr Country Pine Rd Skip Rd Portland LimingtonRd Turkey Ln 22 Plains SR (Long 112SR (Parker Far Rd Dunnell end Dead 22 Plains SR (Long 112SR (Parker Far St Autumn Dunnell Rd Dunnell Plai 112SR (Beech Line Town Rd Webster Line Town 22 Plains SR (Long 22 Plains SR (Long Line Town SR 112SR Rd) (River 100'Mill RD of N end Dead Rd Portland Rd Treadwell Hill Rd Church end Dead Dead end Dead 202 US (Narraganse Cemetery Rd Rd Flaggy Meadow 202 US (Narraganse Hurlin Smith Rd end Dead Rd Chicopee 112SR Rd) (River End Dead End Dead end Dead end Dead 202 US (Narraganse end Dead end Dead 1 2 1 1 2 2 1 1 1 4 1 1 2 1 1 1 1 1 1 1 1 1 1 Treadwell Rd Treadwell Rd Webster Winter St MillRd Rd Pease Rd Proprietors Wy Ricks Rd Dundee Rocky Rd Skip St Spring Rd Townsend Cousins Rd Cousins Rd Dunnell Evergreen Dr GilletteRd Rd Meadow Haines Rd Ridge Jerusha Lowell Rd Wy Manor Autumn St Autumn Rd Boynton Rd Chicopee Hill Rd Church Municipal Municipal Winter Muni Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal 25.17 FireStation School Route School School Access School Access School Neighborhood Through Route Through Through Route Through Route Through Route Through Route Through Town Farm Park Town Pleasant Point Park Pleasant Sum of = Preventive Groveville Fire Station Good-2 Good-2 Good-2 Good-2 Poor-2 Good-2 Poor-2 Good-2 Good-2 Poor-2 Poor-2 Poor-2 Good-2 Good-2 Good-2 Poor-2 Good-2 Good-2 Poor-2 Good-2 Poor-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Good-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 Preventive-2 low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low High High High High Medium Medium Medium Medium Medium Medium Medium Med-Low Med-High 0.57 0.39 1.01 0.78 0.52 0.15 0.09 0.32 0.15 0.59 1.79 0.16 0.12 0.12 1.83 0.33 2.32 0.54 0.76 0.45 0.27 0.63 1.60 2.66 0.73 0.95 0.53 1.45 0.14 0.20 1.27 0.37 0.09 1.29 Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved PREVENTIVE SR 112SR (Parker Far St) 4A(Main SR 22 Plains SR (Long Guardrails Rd Portland 22 St Charles 202 US (Narraganse 112 117 Egypt Lower 112SR (Parker Far End Dead end Dead 22 Plains SR (Long 22 Plains SR (Long End Dead Line Town Rd OldOrchard 202 US (Narraganse Line Urban Plai 112SR (Beech 112SR Rd) (River Rd OldOrchard Rd Flaggy Meadow Rd Simpson 202 US (Narraganse US 202 US (Narraganse 112SR Rd) (River LimingtonRd Plai 112SR (Beech Cemetery Rd Tapley Rd Dr Fifield Line Town LittleRiver/Guard Dead End Dead St Depot Rd Dundee Rocky Lowell Road Plai 112SR (Beech 202 US (Narraganse 112SR Rd) (River Rd Pease 117 Valley SR (Joy Plai 112SR (Beech 112SR Rd) (River 112SR Rd) (River end Dead end Dead Rd Portland 112SR (Parker Far end Dead Twin Brooks Dr Brooks Twin 112SR Rd) (River end Dead end Dead 112SR (Parker Far Tapley Rd end Dead Rd Dunnell Turkey Ln 112SR Rd) (River hollo hemlock near Rd Skip end Dead End Dead St Robert end Dead 2 1 1 1 1 1 1 1 1 1 1 2 3 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 3 1 1 1 1 1 Tarbox Ln Tarbox Farm Rd Town Turkey Ln Rd Falls Union Rd Waterman Oakwood Dr Oakwood Dr Pierce Rd Rankin Shortill Rd Farms Rd Simpson Libby Rd Squire St) 4A(Main SR St) 4A(Main SR Dr Sunwood HermitDr Thrush High Terrace Point St Joyce Merrill Justin Rd Lindy Lane EgyptLower Rd Rd Jane Mary Myrtle Lane Chicopee Rd Chicopee Dr Run Deer Rd Dresser Rd Flaggy Meadow Fogg Rd St Fountain Rd Meadow Haines HillHenry Rd Atkinson Rd Atkinson Rd Nippen Back EagleBlvd Bonny St Charles Municipal Municipal Municipal Municipal Winter Muni Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal 9.97 Through Route Through Route Through Route Through Sum of= Rehab. Poor-2 Good-2 Poor-2 Good-2 Poor-2 Good-2 Poor-2 Poor-2 Good-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Good-2 Good-2 Poor-2 Poor-2 Poor-2 Good-2 Good-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 Rehabilitate-2 low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low Medium Medium Medium 0.41 0.10 1.80 0.28 0.66 0.40 0.10 0.58 0.63 0.60 1.53 0.17 0.47 0.35 0.43 0.21 0.17 0.22 0.54 0.23 0.09 Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved REHABILITATE SR 22 Plains SR (Long CoteDr Line Town end Dead Rd Skip 112SR (Parker Far 202 US (Narraganse 202 US (Narraganse St Depot 112SR Rd) (River LittleRiver/Guard Hurlin Smith Rd GilletteRd Portland Rd Portland 112SR (Parker Far Rd Pease Farm Rd Town Rd Such No 112SR Rd) (River 112SR (Parker Far TrlQuail SR 112SR Rd) (River end Dead Rd Flaggy Meadow end Dead GilletteRd Portland Rd Portland Rd OldThompson end Dead Dr Fifield Rd Dundee Rocky 202 US (Narraganse Rd OldThompson Dr Ridge Green end Dead end Dead 202 US (Narraganse Rd Portland Dr Ridge Green KevinCir Libby Dr Line Urban 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 2 Woodridge Dr Woodridge Quail TrlQuail Dr Scotts E Rd Swamp Spruce 112SR Rd) (River St Towle Egypt Upper Rd Rd Waterman Cir Wildwood Dundee Cir Dundee Dr Eaton Elliott Av Trak Fox Dr Ridge Green Kelly Ln Rd OldOrchard Rd Pease Albert CirAlbert Av Allen Rd Cheechako CoteDr Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal 7.69 9.7% 79.28 28.1% 17.9% 31.8% 12.6% Percentages CarrollPark School Route School Route School Through Route Through Sum = Total*** Sum of Reconstruct = Neighborhood/Access Lake to Neighborhood/Access No Maint Routine Preventive Rehab. Reconstruct Poor-2 Good-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Good-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Poor-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Roads Winter Municipal on based different be ***Could Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 Reconstruct-2 low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low low Medium Medium Medium Med-High Med-High 0.84 0.35 0.54 0.35 0.15 0.63 0.14 0.19 0.22 0.42 0.96 0.17 0.92 0.22 0.06 0.25 0.19 0.18 0.13 0.31 0.26 0.21 Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved Paved 420,000

RECONSTRUCT $ Waterman Rd Waterman MertieDr 112SR (Parker Far end Dead Plai 112SR (Beech Line Town Ln Pheasant Rd Atkinson Plai 112SR (Beech Farm Rd Town 100'Mill RD of N 202 US (Narraganse Hill Rd Church Hurlin Smith Rd SR 112SR Rd) (River St Mulberry Line Town Hurlin Smith Rd 202 US (Narraganse Rd Skip CoteDr end Dead Dead end Dead Farm Rd Town 22 Plains SR (Long end Dead Rd Flaggy Meadow end Dead 2020-2021 US 202 US (Narraganse Plai 112SR (Beech Rd Webster Rd Flaggy Meadow end Dead HillHenry Rd Farm Rd Town Hill Rd Church Turkey Ln end Dead 22 Plains SR (Long 117 Egypt Lower end Dead 112SR (Parker Far end Dead PartridgeDr 1 1 1 1 1 1 1 1 2 1 2 1 1 1 1 1 1 2 1 1 1 1 200,000 250,000 250,000 300,000 300,000 300,000

Budget InformationBudget Low High Medium Med-Low Med-High $ $ $ $ $ $ Webster Rd Webster Cir Wescott Mulberry St Mulberry Rd OldStandish PartridgeDr Ln Pheasant St Robert Dr Seavey Rd Skip Tory Hill Dr Elden Rd Elden Emery Cir Dr Fifield Rd Hague Hurlin Smith Rd KevinCir LimingtonRd EgyptLower Rd Brewster Pl Brewster Dr Burnham Hill Rd Church Ext Rd Dunnell Importance Scale 2 1 5 4 3 2016-2017 2017-2018 2018-2019 Municipal Municipal 2013-2014 2014-2015 2015-2016 Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Municipal Appendix A, Table 3 Costed Repair Options - Municipal Road/Section (Alphabetical)

Adams Cir-1 [Paved] From: Dead end To: Kevin Cir (Length: 0.15mi., Width: 21.00ft.) Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 270 Ditching (S) $ 6,000

Albert Cir-1 [Paved] From: Portland Rd To: Portland Rd (Length: 0.35mi., Width: 20.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 20,327 Shim w/ 2" overlay (S) $ 81,310 PM RAP reclamation (S) $ 92,398 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 121,143 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 166,315 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 630 Ditching (S) $ 14,000

Allen Av-1 [Paved] From: Old Thompson Rd To: SR 112 (Parker Far (Length: 0.43mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 26,222 Shim w/ 2" overlay (S) $ 104,889 PM RAP reclamation (S) $ 119,193 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 156,275 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 214,547

Atkinson Rd-1 [Paved] From: Twin Brooks Dr To: US 202 (Narraganse (Length: 0.53mi., Width: 20.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 12,437 Drag Shim (3/4") (L) $ 31,901 Thin (3/4 - 1") overlay (S) $ 41,975 Thin Overlay (3/4") (L) $ 41,975 Thick (> 1") overlay (S) $ 67,159 Shim & 1" Overlay (L) $ 67,159 Shim with 1" overlay (S) $ 67,159 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 125,924 Mill and Fill 1.25" (S) $ 139,916 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 183,446 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 954 Ditching (S) $ 21,200

Autumn St-1 [Paved] From: Dead end To: Dunnell Rd (Length: 0.16mi., Width: 22.00ft.) Surface Status: Routine -2 Estimated Cost Crack Seal (L) $ 4,130 Crack seal (S) $ 4,130 Patching (S) $ 22,302

1 Costed Repair Options Buxton PCS 2020

Back Nippen Rd-1 [Paved] From: SR 112 (River Rd) To: SR 112 (River Rd) (Length: 1.45mi., Width: 19.00ft.) Surface Status: Preventive -4 Estimated Cost Crack Seal (L) $ 32,324 Drag Shim (3/4") (L) $ 82,912 Thin (3/4 - 1") overlay (S) $ 109,095 Thin Overlay (3/4") (L) $ 109,095 Shim & 1" Overlay (L) $ 174,551 Thick (> 1") overlay (S) $ 174,551 Shim with 1" overlay (S) $ 174,551 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 327,284 Mill and Fill 1.25" (S) $ 363,650 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 476,786 Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 2,610 Ditching (S) $ 58,000

Bonny Eagle Blvd-1 [Paved] From: Dead end To: Limington Rd (Length: 0.14mi., Width: 22.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 3,614 Drag Shim (3/4") (L) $ 9,269 Thin (3/4 - 1") overlay (S) $ 12,196 Thin Overlay (3/4") (L) $ 12,196 Shim with 1" overlay (S) $ 19,514 Shim & 1" Overlay (L) $ 19,514 Thick (> 1") overlay (S) $ 19,514 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 36,589 Mill and Fill 1.25" (S) $ 40,655 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 53,303 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 252 Ditching (S) $ 5,600

Boynton Rd-1 [Paved] From: US 202 (Narraganse To: SR 112 (Beech Plai (Length: 0.35mi., Width: 20.00ft.) Surface Status: Routine -2 Estimated Cost Crack Seal (L) $ 8,213 Crack seal (S) $ 8,213 Patching (S) $ 44,351

Brewster Pl-1 [Paved] From: US 202 (Narraganse To: SR 112 (River Rd) (Length: 0.06mi., Width: 22.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 3,833 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 22,844 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 45,301 24" new gravel, 2" binder, 2" surface (S) $ 59,240 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 108 Ditching (S) $ 2,400

2 Costed Repair Options Buxton PCS 2020

Burnham Dr-1 [Paved] From: SR 112 (Beech Plai To: Mulberry St (Length: 0.25mi., Width: 21.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 15,245 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 90,858 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 180,175 24" new gravel, 2" binder, 2" surface (S) $ 235,613

Callahan Rd-1 [Paved] From: SR 112 (Parker Far To: Town Line (Length: 0.70mi., Width: 22.00ft.) Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,260 Ditching (S) $ 28,000

Cemetery Rd-1 [Paved] From: Town Line To: Chicopee Rd (Length: 1.55mi., Width: 21.00ft.) Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 2,790 Ditching (S) $ 62,000

Charles St-1 [Paved] From: Dead end To: SR 112 (Beech Plai (Length: 0.20mi., Width: 22.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 5,163 Drag Shim (3/4") (L) $ 13,242 Thin Overlay (3/4") (L) $ 17,424 Thin (3/4 - 1") overlay (S) $ 17,424 Thick (> 1") overlay (S) $ 27,878 Shim & 1" Overlay (L) $ 27,878 Shim with 1" overlay (S) $ 27,878 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 52,270 Mill and Fill 1.25" (S) $ 58,078 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 76,147

Cheechako Rd-1 [Paved] From: Dead end To: Pease Rd (Length: 0.21mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 12,806 Shim w/ 2" overlay (S) $ 51,225 PM RAP reclamation (S) $ 58,210 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 76,320 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 104,779 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 378 Ditching (S) $ 8,400

3 Costed Repair Options Buxton PCS 2020

Chicopee Rd-1 [Paved] From: SR 112 (Parker Far To: Cemetery Rd (Length: 1.27mi., Width: 22.00ft.) Surface Status: Preventive -6 Estimated Cost Crack Seal (L) $ 32,782 Drag Shim (3/4") (L) $ 84,085 Thin (3/4 - 1") overlay (S) $ 110,640 Thin Overlay (3/4") (L) $ 110,640 Thick (> 1") overlay (S) $ 177,022 Shim & 1" Overlay (L) $ 177,022 Shim with 1" overlay (S) $ 177,022 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 331,917 Mill and Fill 1.25" (S) $ 368,798 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 483,535

Chicopee Rd-4 [Paved] From: Cemetery Rd To: Town Line (Length: 0.83mi., Width: 22.00ft.) Surface Status: Routine -6 Estimated Cost Crack Seal (L) $ 21,502 Crack seal (S) $ 21,502 Patching (S) $ 116,110

Church Hill Rd-1 [Paved] From: Flaggy Meadow Rd To: Webster Rd (Length: 1.29mi., Width: 20.00ft.) Surface Status: Routine -4 Estimated Cost Crack seal (S) $ 30,271 Crack Seal (L) $ 30,271 Patching (S) $ 163,464 Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 2,322 Ditching (S) $ 51,600

Church Hill Rd-2 [Paved] From: Webster Rd To: Town Line (Length: 0.19mi., Width: 20.00ft.) Surface Status: Reconstruct -4 Estimated Cost Reclaim pavement, revert to gravel (S) $ 11,035 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 65,764 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 130,412 24" new gravel, 2" binder, 2" surface (S) $ 170,539 Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 342 Ditching (S) $ 7,600

Cote Dr-1 [Paved] From: Fifield Dr To: Town Farm Rd (Length: 0.17mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 10,367 Shim w/ 2" overlay (S) $ 41,468 PM RAP reclamation (S) $ 47,123 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 61,783 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 84,821

4 Costed Repair Options Buxton PCS 2020

Cousins Rd-1 [Paved] From: US 202 (Narraganse To: Town Line (Length: 1.21mi., Width: 23.00ft.) Surface Status: Routine -4 Estimated Cost Crack Seal (L) $ 32,653 Crack seal (S) $ 32,653 Patching (S) $ 176,325

Deer Run Dr-1 [Paved] From: Tapley Rd To: Tapley Rd (Length: 0.37mi., Width: 21.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 9,117 Drag Shim (3/4") (L) $ 23,384 Thin Overlay (3/4") (L) $ 30,768 Thin (3/4 - 1") overlay (S) $ 30,768 Shim & 1" Overlay (L) $ 49,229 Thick (> 1") overlay (S) $ 49,229 Shim with 1" overlay (S) $ 49,229 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 92,305 Mill and Fill 1.25" (S) $ 102,561 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 134,469

Dresser Rd-1 [Paved] From: Dead end To: Fifield Dr (Length: 0.09mi., Width: 21.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 2,218 Drag Shim (3/4") (L) $ 5,688 Thin Overlay (3/4") (L) $ 7,484 Thin (3/4 - 1") overlay (S) $ 7,484 Shim with 1" overlay (S) $ 11,975 Thick (> 1") overlay (S) $ 11,975 Shim & 1" Overlay (L) $ 11,975 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 22,453 Mill and Fill 1.25" (S) $ 24,947 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 32,709 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 162 Ditching (S) $ 3,600

Dundee Cir-1 [Paved] From: Rocky Dundee Rd To: No Such Rd (Length: 0.22mi., Width: 19.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 12,138 Shim w/ 2" overlay (S) $ 48,553 PM RAP reclamation (S) $ 55,175 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 72,340 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 99,314 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 396 Ditching (S) $ 8,800

5 Costed Repair Options Buxton PCS 2020

Dunnell Rd Ext-1 [Paved] From: Flaggy Meadow Rd To: Hurlin Smith Rd (Length: 0.18mi., Width: 21.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 10,977 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 65,417 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 129,726 24" new gravel, 2" binder, 2" surface (S) $ 169,642 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 324 Ditching (S) $ 7,200

Dunnell Rd-2 [Paved] From: Hurlin Smith Rd To: SR 22 (Long Plains (Length: 1.49mi., Width: 22.00ft.) Surface Status: Routine -4 Estimated Cost Crack seal (S) $ 38,461 Crack Seal (L) $ 38,461 Patching (S) $ 207,688

Eaton Dr-1 [Paved] From: US 202 (Narraganse To: SR 112 (River Rd) (Length: 0.54mi., Width: 20.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 31,362 Shim w/ 2" overlay (S) $ 125,449 PM RAP reclamation (S) $ 142,556 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 186,907 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 256,601

Elden Rd-2 [Paved] From: Dead end To: US 202 (Narraganse (Length: 0.13mi., Width: 18.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 6,795 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 40,497 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 80,307 24" new gravel, 2" binder, 2" surface (S) $ 105,016 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 234 Ditching (S) $ 5,200

Elliott Av-1 [Paved] From: Old Thompson Rd To: SR 112 (Parker Far (Length: 0.23mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 14,026 Shim w/ 2" overlay (S) $ 56,104 PM RAP reclamation (S) $ 63,754 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 83,589 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 114,758 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 414 Ditching (S) $ 9,200

6 Costed Repair Options Buxton PCS 2020

Emery Cir-1 [Paved] From: Henry Hill Rd To: Skip Rd (Length: 0.31mi., Width: 19.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 17,104 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 101,934 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 202,139 24" new gravel, 2" binder, 2" surface (S) $ 264,336 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 558 Ditching (S) $ 12,400

Evergreen Dr-1 [Paved] From: Dead end To: SR 22 (Long Plains (Length: 0.22mi., Width: 20.00ft.) Surface Status: Routine -2 Estimated Cost Crack seal (S) $ 5,163 Crack Seal (L) $ 5,163 Patching (S) $ 27,878

Ferncroft Rd-1 [Paved] From: Juris change To: Pease Rd (Length: 0.26mi., Width: 21.00ft.) Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 468 Ditching (S) $ 10,400

Fifield Dr-1 [Paved] From: Town Farm Rd To: Cote Dr (Length: 0.26mi., Width: 21.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 15,855 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 94,492 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 187,382 24" new gravel, 2" binder, 2" surface (S) $ 245,038 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 468 Ditching (S) $ 10,400

Flaggy Meadow Rd-2 [Paved] From: Dunnell Rd To: Town Line (Length: 1.29mi., Width: 24.00ft.) Surface Status: Preventive -4 Estimated Cost Crack Seal (L) $ 36,325 Drag Shim (3/4") (L) $ 93,174 Thin Overlay (3/4") (L) $ 122,599 Thin (3/4 - 1") overlay (S) $ 122,599 Shim & 1" Overlay (L) $ 196,156 Thick (> 1") overlay (S) $ 196,156 Shim with 1" overlay (S) $ 196,156 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 367,794 Mill and Fill 1.25" (S) $ 408,661 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 535,800

7 Costed Repair Options Buxton PCS 2020

Fogg Rd-1 [Paved] From: Turkey Ln To: SR 112 (Parker Far (Length: 0.57mi., Width: 24.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 16,051 Drag Shim (3/4") (L) $ 41,170 Thin Overlay (3/4") (L) $ 54,171 Thin (3/4 - 1") overlay (S) $ 54,171 Thick (> 1") overlay (S) $ 86,674 Shim & 1" Overlay (L) $ 86,674 Shim with 1" overlay (S) $ 86,674 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 162,514 Mill and Fill 1.25" (S) $ 180,571 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 236,749

Fountain St-1 [Paved] From: SR 112 (River Rd) To: SR 4A (Main St) (Length: 0.39mi., Width: 19.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 8,694 Drag Shim (3/4") (L) $ 22,300 Thin (3/4 - 1") overlay (S) $ 29,343 Thin Overlay (3/4") (L) $ 29,343 Shim & 1" Overlay (L) $ 46,948 Thick (> 1") overlay (S) $ 46,948 Shim with 1" overlay (S) $ 46,948 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 88,028 Mill and Fill 1.25" (S) $ 97,809 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 128,239 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 702 Ditching (S) $ 15,600

Fox Trak-1 [Paved] From: Green Ridge Dr To: Quail Trl (Length: 0.09mi., Width: 23.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 6,011 Shim w/ 2" overlay (S) $ 24,044 PM RAP reclamation (S) $ 27,323 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 35,824 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 49,182 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 162 Ditching (S) $ 3,600

Gillette Rd-1 [Paved] From: Chicopee Rd To: Town Line (Length: 0.54mi., Width: 21.00ft.) Surface Status: Routine -6 Estimated Cost Crack Seal (L) $ 13,305 Crack seal (S) $ 13,305 Patching (S) $ 71,848

8 Costed Repair Options Buxton PCS 2020

Green Ridge Dr-1 [Paved] From: Dead end To: SR 22 (Long Plains (Length: 0.41mi., Width: 22.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 26,193 Shim w/ 2" overlay (S) $ 104,773 PM RAP reclamation (S) $ 119,061 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 156,102 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 214,309

Hague Rd-1 [Paved] From: Church Hill Rd To: Dead end (Length: 0.21mi., Width: 20.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 12,196 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 72,686 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 144,140 24" new gravel, 2" binder, 2" surface (S) $ 188,491 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 378 Ditching (S) $ 8,400

Haines Meadow Rd-1 [Paved] From: SR 112 (River Rd) To: Near hemlock hollo (Length: 0.49mi., Width: Surface Status: Routine -5 Estimated Cost Crack Seal (L) $ 13,223 Crack seal (S) $ 13,223 Patching (S) $ 71,404

Haines Meadow Rd-3 [Paved] From: Near hemlock hollo To: SR 22 (Long Plains (Length: 1.01mi., Width: Surface Status: Preventive -5 Estimated Cost Crack Seal (L) $ 27,256 Drag Shim (3/4") (L) $ 69,911 Thin Overlay (3/4") (L) $ 91,988 Thin (3/4 - 1") overlay (S) $ 91,988 Shim & 1" Overlay (L) $ 147,181 Thick (> 1") overlay (S) $ 147,181 Shim with 1" overlay (S) $ 147,181 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 275,964 Mill and Fill 1.25" (S) $ 306,628 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 402,023

9 Costed Repair Options Buxton PCS 2020

Henry Hill Rd-1 [Paved] From: Skip Rd To: Guardrails (Length: 0.78mi., Width: 21.00ft.) Surface Status: Preventive -3 Estimated Cost Crack Seal (L) $ 19,219 Drag Shim (3/4") (L) $ 49,296 Thin (3/4 - 1") overlay (S) $ 64,863 Thin Overlay (3/4") (L) $ 64,863 Shim with 1" overlay (S) $ 103,780 Thick (> 1") overlay (S) $ 103,780 Shim & 1" Overlay (L) $ 103,780 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 194,589 Mill and Fill 1.25" (S) $ 216,210 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 283,476 Drainage Status: Poor -3 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,404 Ditching (S) $ 31,200

Hermit Thrush Dr-1 [Paved] From: Dead end To: Portland Rd (Length: 0.52mi., Width: 21.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 12,812 Drag Shim (3/4") (L) $ 32,864 Thin Overlay (3/4") (L) $ 43,242 Thin (3/4 - 1") overlay (S) $ 43,242 Shim with 1" overlay (S) $ 69,187 Thick (> 1") overlay (S) $ 69,187 Shim & 1" Overlay (L) $ 69,187 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 129,726 Mill and Fill 1.25" (S) $ 144,140 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 188,984

Highpoint Cir-1 [Paved] From: Dead end To: SR 22 (Long Plains (Length: 0.15mi., Width: 20.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 3,520 Drag Shim (3/4") (L) $ 9,029 Thin (3/4 - 1") overlay (S) $ 11,880 Thin Overlay (3/4") (L) $ 11,880 Shim with 1" overlay (S) $ 19,007 Shim & 1" Overlay (L) $ 19,007 Thick (> 1") overlay (S) $ 19,007 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 35,639 Mill and Fill 1.25" (S) $ 39,599 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 51,919 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 270 Ditching (S) $ 6,000

10 Costed Repair Options Buxton PCS 2020

Hurlin Smith Rd-1 [Paved] From: Turkey Ln To: Waterman Rd (Length: 0.84mi., Width: 22.00ft.) Surface Status: Reconstruct -4 Estimated Cost Reclaim pavement, revert to gravel (S) $ 53,664 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 319,819 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 634,216 24" new gravel, 2" binder, 2" surface (S) $ 829,359

Jerusha Ridge Rd-1 [Paved] From: Dead end To: Cemetery Rd (Length: 0.19mi., Width: 21.00ft.) Surface Status: Routine -2 Estimated Cost Crack Seal (L) $ 4,681 Crack seal (S) $ 4,681 Patching (S) $ 25,280

Joyce St-1 [Paved] From: Robert St To: Charles St (Length: 0.09mi., Width: 22.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 2,323 Drag Shim (3/4") (L) $ 5,959 Thin (3/4 - 1") overlay (S) $ 7,841 Thin Overlay (3/4") (L) $ 7,841 Shim & 1" Overlay (L) $ 12,545 Shim with 1" overlay (S) $ 12,545 Thick (> 1") overlay (S) $ 12,545 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 23,522 Mill and Fill 1.25" (S) $ 26,135 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 34,266

Justin Merrill Rd-1 [Paved] From: Dead end To: US 202 (Narraganse (Length: 0.32mi., Width: 16.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 6,007 Drag Shim (3/4") (L) $ 15,409 Thin Overlay (3/4") (L) $ 20,275 Thin (3/4 - 1") overlay (S) $ 20,275 Thick (> 1") overlay (S) $ 32,439 Shim with 1" overlay (S) $ 32,439 Shim & 1" Overlay (L) $ 32,439 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 60,824 Mill and Fill 1.25" (S) $ 67,582 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 88,608

Kelly Ln-1 [Paved] From: Dead end To: Cote Dr (Length: 0.10mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 6,098 Shim w/ 2" overlay (S) $ 24,393 PM RAP reclamation (S) $ 27,719 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 36,343 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 49,895 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 180 Ditching (S) $ 4,000

11 Costed Repair Options Buxton PCS 2020

Kevin Cir-1 [Paved] From: Dead end To: Mertie Dr (Length: 0.35mi., Width: 20.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 20,327 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 121,143 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 240,233 24" new gravel, 2" binder, 2" surface (S) $ 314,151 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 630 Ditching (S) $ 14,000

Limington Rd-1 [Paved] From: SR 22 (Long Plains To: SR 112 (Parker Far (Length: 0.54mi., Width: 24.00ft.) Surface Status: Reconstruct -5 Estimated Cost Reclaim pavement, revert to gravel (S) $ 37,635 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 224,288 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 444,775 24" new gravel, 2" binder, 2" surface (S) $ 581,629 Drainage Status: Poor -5 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 972 Ditching (S) $ 21,600

Lindy Ln-1 [Paved] From: Dead end To: SR 112 (River Rd) (Length: 0.15mi., Width: 21.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 3,696 Drag Shim (3/4") (L) $ 9,480 Thin (3/4 - 1") overlay (S) $ 12,474 Thin Overlay (3/4") (L) $ 12,474 Shim with 1" overlay (S) $ 19,958 Shim & 1" Overlay (L) $ 19,958 Thick (> 1") overlay (S) $ 19,958 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 37,421 Mill and Fill 1.25" (S) $ 41,579 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 54,515 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 270 Ditching (S) $ 6,000

Lowell Rd-1 [Paved] From: Dead end To: SR 22 (Long Plains (Length: 0.22mi., Width: 20.00ft.) Surface Status: Routine -2 Estimated Cost Crack Seal (L) $ 5,163 Crack seal (S) $ 5,163 Patching (S) $ 27,878 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 396 Ditching (S) $ 8,800

12 Costed Repair Options Buxton PCS 2020

Lower Egypt Rd-1 [Paved] From: Depot St To: 117 Lower Egypt (Length: 0.59mi., Width: 16.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 11,076 Drag Shim (3/4") (L) $ 28,410 Thin (3/4 - 1") overlay (S) $ 37,381 Thin Overlay (3/4") (L) $ 37,381 Shim with 1" overlay (S) $ 59,810 Thick (> 1") overlay (S) $ 59,810 Shim & 1" Overlay (L) $ 59,810 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 112,144 Mill and Fill 1.25" (S) $ 124,605 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 163,371

Lower Egypt Rd-2 [Paved] From: 117 Lower Egypt To: Dead end (Length: 0.35mi., Width: 14.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 14,229 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 84,800 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 168,163 24" new gravel, 2" binder, 2" surface (S) $ 219,906 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 630 Ditching (S) $ 14,000

Manor Wy-1 [Paved] From: Dead end To: Pine Country Dr (Length: 0.11mi., Width: 19.00ft.) Surface Status: Routine -2 Estimated Cost Crack seal (S) $ 2,452 Crack Seal (L) $ 2,452 Patching (S) $ 13,242

Mary Jane Rd-1 [Paved] From: Rocky Dundee Rd To: SR 112 (Parker Far (Length: 1.79mi., Width: 21.00ft.) Surface Status: Preventive -4 Estimated Cost Crack Seal (L) $ 44,104 Drag Shim (3/4") (L) $ 113,127 Thin (3/4 - 1") overlay (S) $ 148,853 Thin Overlay (3/4") (L) $ 148,853 Thick (> 1") overlay (S) $ 238,163 Shim with 1" overlay (S) $ 238,163 Shim & 1" Overlay (L) $ 238,163 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 446,556 Mill and Fill 1.25" (S) $ 496,175 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 650,540

Mertie Dr-1 [Paved] From: Allen Av To: SR 112 (Parker Far (Length: 0.24mi., Width: 21.00ft.) Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 432 Ditching (S) $ 9,600

13 Costed Repair Options Buxton PCS 2020

Mill Rd-1 [Paved] From: Dead end To: Skip Rd (Length: 0.26mi., Width: 20.00ft.) Surface Status: Routine -2 Estimated Cost Crack Seal (L) $ 6,101 Crack seal (S) $ 6,101 Patching (S) $ 32,946

Mulberry St-1 [Paved] From: Dead end To: SR 112 (Beech Plai (Length: 0.15mi., Width: 21.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 9,147 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 54,515 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 108,105 24" new gravel, 2" binder, 2" surface (S) $ 141,368 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 270 Ditching (S) $ 6,000

Myrtle Ln-1 [Paved] From: Dead end To: Lowell Rd (Length: 0.16mi., Width: 21.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 3,942 Drag Shim (3/4") (L) $ 10,112 Thin (3/4 - 1") overlay (S) $ 13,305 Thin Overlay (3/4") (L) $ 13,305 Shim with 1" overlay (S) $ 21,288 Shim & 1" Overlay (L) $ 21,288 Thick (> 1") overlay (S) $ 21,288 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 39,916 Mill and Fill 1.25" (S) $ 44,351 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 58,149 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 288 Ditching (S) $ 6,400

No Such Rd-1 [Paved] From: Dead end To: Rocky Dundee Rd (Length: 0.21mi., Width: 22.00ft.) Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 378 Ditching (S) $ 8,400

14 Costed Repair Options Buxton PCS 2020

Oakwood Dr-1 [Paved] From: SR 112 (Beech Plai To: Dead end (Length: 0.12mi., Width: 20.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 2,816 Drag Shim (3/4") (L) $ 7,223 Thin (3/4 - 1") overlay (S) $ 9,504 Thin Overlay (3/4") (L) $ 9,504 Thick (> 1") overlay (S) $ 15,206 Shim & 1" Overlay (L) $ 15,206 Shim with 1" overlay (S) $ 15,206 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 28,511 Mill and Fill 1.25" (S) $ 31,679 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 41,535

Old Orchard Rd-1 [Paved] From: US 202 To: Town Line (Length: 1.80mi., Width: 23.00ft.) Surface Status: Rehabilitate-4 Estimated Cost Reclaim pavement, revert to gravel (S) $ 120,221 Shim w/ 2" overlay (S) $ 480,888 PM RAP reclamation (S) $ 546,466 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 716,477 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 983,637 Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 3,240 Ditching (S) $ 72,000

Old Standish Rd-1 [Paved] From: SR 112 (Parker Far To: Town Line (Length: 0.63mi., Width: 20.00ft.) Surface Status: Reconstruct -4 Estimated Cost Reclaim pavement, revert to gravel (S) $ 36,589 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 218,058 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 432,420 24" new gravel, 2" binder, 2" surface (S) $ 565,472 Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,134 Ditching (S) $ 25,200

Old Thompson Rd-1 [Paved] From: Cemetery Rd To: Callahan Rd (Length: 0.67mi., Width: 20.00ft.) Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,206 Ditching (S) $ 26,800

15 Costed Repair Options Buxton PCS 2020

Partridge Dr-1 [Paved] From: Dead end To: Pheasant Ln (Length: 0.14mi., Width: 18.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 7,318 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 43,612 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 86,484 24" new gravel, 2" binder, 2" surface (S) $ 113,094 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 252 Ditching (S) $ 5,600

Pease Rd-1 [Paved] From: US 202 (Narraganse To: Portland Rd (Length: 1.19mi., Width: 22.00ft.) Surface Status: Routine -4 Estimated Cost Crack seal (S) $ 30,717 Crack Seal (L) $ 30,717 Patching (S) $ 165,871 Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 2,142 Ditching (S) $ 47,600

Pease Rd-2 [Paved] From: Portland Rd To: Dead end (Length: 0.28mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 17,075 Shim w/ 2" overlay (S) $ 68,300 PM RAP reclamation (S) $ 77,614 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 101,760 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 139,705 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 504 Ditching (S) $ 11,200

Pheasant Ln-1 [Paved] From: Partridge Dr To: Atkinson Rd (Length: 0.11mi., Width: 20.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 6,389 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 38,074 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 75,502 24" new gravel, 2" binder, 2" surface (S) $ 98,733 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 198 Ditching (S) $ 4,400

16 Costed Repair Options Buxton PCS 2020

Pheasant Ln-3 [Paved] From: Atkinson Rd To: Partridge Drive (Length: 0.08mi., Width: 20.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 4,472 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 26,652 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 52,851 24" new gravel, 2" binder, 2" surface (S) $ 69,113 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 139 Ditching (S) $ 3,080

Pierce Dr-1 [Paved] From: US 202 (Narraganse To: SR 22 (Long Plains (Length: 0.12mi., Width: 23.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 3,238 Drag Shim (3/4") (L) $ 8,306 Thin Overlay (3/4") (L) $ 10,929 Thin (3/4 - 1") overlay (S) $ 10,929 Shim with 1" overlay (S) $ 17,487 Shim & 1" Overlay (L) $ 17,487 Thick (> 1") overlay (S) $ 17,487 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 32,788 Mill and Fill 1.25" (S) $ 36,431 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 47,765

Proprietors Rd-1 [Paved] From: Dead end To: Limington Rd (Length: 0.24mi., Width: 17.00ft.) Surface Status: Routine -4 Estimated Cost Crack seal (S) $ 4,787 Crack Seal (L) $ 4,787 Patching (S) $ 25,850 Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 432 Ditching (S) $ 9,600

Quail Trl-1 [Paved] From: Green Ridge Dr To: Skip Rd (Length: 0.66mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 40,248 Shim w/ 2" overlay (S) $ 160,993 PM RAP reclamation (S) $ 182,947 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 239,864 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 329,305 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,188 Ditching (S) $ 26,400

17 Costed Repair Options Buxton PCS 2020

Rankin Rd-1 [Paved] From: SR 112 (River Rd) To: SR 22 (Long Plains (Length: 1.83mi., Width: 22.00ft.) Surface Status: Preventive -4 Estimated Cost Crack Seal (L) $ 47,237 Drag Shim (3/4") (L) $ 121,162 Thin Overlay (3/4") (L) $ 159,426 Thin (3/4 - 1") overlay (S) $ 159,426 Thick (> 1") overlay (S) $ 255,079 Shim with 1" overlay (S) $ 255,079 Shim & 1" Overlay (L) $ 255,079 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 478,275 Mill and Fill 1.25" (S) $ 531,418 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 696,748

Ricks Wy-1 [Paved] From: Dead end To: Turkey Ln (Length: 0.45mi., Width: 21.00ft.) Surface Status: Routine -2 Estimated Cost Crack Seal (L) $ 11,088 Crack seal (S) $ 11,088 Patching (S) $ 59,873

Robert St-1 [Paved] From: Dead end To: SR 112 (Beech Plai (Length: 0.22mi., Width: 22.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 14,055 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 83,762 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 166,104 24" new gravel, 2" binder, 2" surface (S) $ 217,213 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 396 Ditching (S) $ 8,800

Rocky Dundee Rd-1 [Paved] From: SR 112 (River Rd) To: SR 22 (Long Plains (Length: 1.63mi., Width: Surface Status: Routine -4 Estimated Cost Crack seal (S) $ 43,987 Crack Seal (L) $ 43,987 Patching (S) $ 237,529

Scotts Dr-1 [Paved] From: Kevin Cir To: SR 112 (Parker Far (Length: 0.40mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 24,393 Shim w/ 2" overlay (S) $ 97,571 PM RAP reclamation (S) $ 110,877 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 145,372 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 199,579 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 720 Ditching (S) $ 16,000

18 Costed Repair Options Buxton PCS 2020

Seavey Dr-1 [Paved] From: Town Farm Rd To: Town Farm Rd (Length: 0.42mi., Width: 20.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 24,393 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 145,372 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 288,280 24" new gravel, 2" binder, 2" surface (S) $ 376,982 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 756 Ditching (S) $ 16,800

Shortill Farms Rd-1 [Paved] From: Pease Rd To: Dead End (Length: 0.33mi., Width: 20.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 7,791 Drag Shim (3/4") (L) $ 19,983 Thin (3/4 - 1") overlay (S) $ 26,294 Thin Overlay (3/4") (L) $ 26,294 Shim with 1" overlay (S) $ 42,070 Shim & 1" Overlay (L) $ 42,070 Thick (> 1") overlay (S) $ 42,070 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 78,881 Mill and Fill 1.25" (S) $ 87,646 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 114,913

Simpson Rd-1 [Paved] From: SR 117 (Joy Valley To: Town Line (Length: 2.32mi., Width: 22.00ft.) Surface Status: Preventive -4 Estimated Cost Crack Seal (L) $ 59,885 Drag Shim (3/4") (L) $ 153,605 Thin (3/4 - 1") overlay (S) $ 202,113 Thin Overlay (3/4") (L) $ 202,113 Thick (> 1") overlay (S) $ 323,379 Shim & 1" Overlay (L) $ 323,379 Shim with 1" overlay (S) $ 323,379 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 606,337 Mill and Fill 1.25" (S) $ 673,710 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 883,308

Skip Rd-1 [Paved] From: SR 22 (Long Plains To: 100' N of Mill RD (Length: 0.96mi., Width: 21.00ft.) Surface Status: Reconstruct -5 Estimated Cost Reclaim pavement, revert to gravel (S) $ 58,543 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 348,893 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 691,872 24" new gravel, 2" binder, 2" surface (S) $ 904,756 Drainage Status: Poor -5 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,728 Ditching (S) $ 38,400

19 Costed Repair Options Buxton PCS 2020

Skip Rd-2 [Paved] From: 100' N of Mill RD To: SR 112 (Parker Far (Length: 0.92mi., Width: 21.00ft.) Surface Status: Routine -5 Estimated Cost Crack seal (S) $ 22,668 Crack Seal (L) $ 22,668 Patching (S) $ 122,408 Drainage Status: Poor -5 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,656 Ditching (S) $ 36,800

Spring St-1 [Paved] From: Dead end To: Dunnell Rd (Length: 0.17mi., Width: 21.00ft.) Surface Status: Routine -2 Estimated Cost Crack Seal (L) $ 4,189 Crack seal (S) $ 4,189 Patching (S) $ 22,619

Spruce Swamp Rd E-2 [Paved] From: Libby Dr To: US 202 (Narraganse (Length: 0.10mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 6,098 Shim w/ 2" overlay (S) $ 24,393 PM RAP reclamation (S) $ 27,719 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 36,343 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 49,895

Squire Libby Rd-1 [Paved] From: SR 112 (Beech Plai To: Old Orchard Rd (Length: 0.54mi., Width: 22.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 13,939 Drag Shim (3/4") (L) $ 35,753 Thin Overlay (3/4") (L) $ 47,044 Thin (3/4 - 1") overlay (S) $ 47,044 Thick (> 1") overlay (S) $ 75,269 Shim & 1" Overlay (L) $ 75,269 Shim with 1" overlay (S) $ 75,269 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 141,130 Mill and Fill 1.25" (S) $ 156,812 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 205,598

SR 112 (River Rd)-2 [Paved] From: SR 4A (Main St) To: US 202 (Narraganse (Length: 0.58mi., Width: Surface Status: Rehabilitate-4 Estimated Cost Reclaim pavement, revert to gravel (S) $ 37,054 Shim w/ 2" overlay (S) $ 148,216 PM RAP reclamation (S) $ 168,428 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 220,827 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 303,169

20 Costed Repair Options Buxton PCS 2020

SR 4A (Main St)-2 [Paved] From: US 202 (Narraganse To: SR 112 (River Rd) (Length: 0.76mi., Width: Surface Status: Preventive -6 Estimated Cost Crack Seal (L) $ 19,618 Drag Shim (3/4") (L) $ 50,319 Thin (3/4 - 1") overlay (S) $ 66,210 Thin Overlay (3/4") (L) $ 66,210 Shim & 1" Overlay (L) $ 105,935 Shim with 1" overlay (S) $ 105,935 Thick (> 1") overlay (S) $ 105,935 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 198,628 Mill and Fill 1.25" (S) $ 220,698 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 289,360

SR 4A (Main St)-3 [Paved] From: SR 112 (River Rd) To: Salmon Falls Rd (Length: 0.45mi., Width: 22.00ft.) Surface Status: Preventive -6 Estimated Cost Crack Seal (L) $ 11,616 Drag Shim (3/4") (L) $ 29,794 Thin (3/4 - 1") overlay (S) $ 39,203 Thin Overlay (3/4") (L) $ 39,203 Thick (> 1") overlay (S) $ 62,724 Shim & 1" Overlay (L) $ 62,724 Shim with 1" overlay (S) $ 62,724 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 117,609 Mill and Fill 1.25" (S) $ 130,677 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 171,331

Sunwood Dr-1 [Paved] From: Dead end To: SR 112 (Beech Plai (Length: 0.27mi., Width: 21.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 6,653 Drag Shim (3/4") (L) $ 17,064 Thin Overlay (3/4") (L) $ 22,453 Thin (3/4 - 1") overlay (S) $ 22,453 Shim & 1" Overlay (L) $ 35,924 Shim with 1" overlay (S) $ 35,924 Thick (> 1") overlay (S) $ 35,924 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 67,358 Mill and Fill 1.25" (S) $ 74,842 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 98,126

21 Costed Repair Options Buxton PCS 2020

Tarbox Ln-1 [Paved] From: Dead end To: SR 112 (River Rd) (Length: 0.63mi., Width: 19.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 14,044 Drag Shim (3/4") (L) $ 36,024 Thin Overlay (3/4") (L) $ 47,400 Thin (3/4 - 1") overlay (S) $ 47,400 Thick (> 1") overlay (S) $ 75,840 Shim & 1" Overlay (L) $ 75,840 Shim with 1" overlay (S) $ 75,840 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 142,199 Mill and Fill 1.25" (S) $ 158,000 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 207,155 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,134 Ditching (S) $ 25,200

Tory Hill Dr-1 [Paved] From: Dead end To: US 202 (Narraganse (Length: 0.17mi., Width: 24.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 11,848 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 70,609 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 140,022 24" new gravel, 2" binder, 2" surface (S) $ 183,105 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 306 Ditching (S) $ 6,800

Towle St-1 [Paved] From: SR 112 (River Rd) To: Depot St (Length: 0.63mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 38,419 Shim w/ 2" overlay (S) $ 153,675 PM RAP reclamation (S) $ 174,631 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 228,961 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 314,336 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,134 Ditching (S) $ 25,200

22 Costed Repair Options Buxton PCS 2020

Town Farm Rd-1 [Paved] From: Portland Rd To: Old Orchard Rd (Length: 1.60mi., Width: 23.00ft.) Surface Status: Preventive -4 Estimated Cost Crack Seal (L) $ 43,177 Drag Shim (3/4") (L) $ 110,750 Thin (3/4 - 1") overlay (S) $ 145,724 Thin Overlay (3/4") (L) $ 145,724 Shim with 1" overlay (S) $ 233,157 Shim & 1" Overlay (L) $ 233,157 Thick (> 1") overlay (S) $ 233,157 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 437,171 Mill and Fill 1.25" (S) $ 485,747 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 636,868

Townsend Rd-1 [Paved] From: Portland Rd To: Dead end (Length: 0.17mi., Width: 19.00ft.) Surface Status: Routine -2 Estimated Cost Crack seal (S) $ 3,790 Crack Seal (L) $ 3,790 Patching (S) $ 20,465

Treadwell Rd-2 [Paved] From: Treadwell Rd To: SR 22 (Long Plains (Length: 0.07mi., Width: 20.00ft.) Surface Status: Routine -2 Estimated Cost Crack seal (S) $ 1,643 Crack Seal (L) $ 1,643 Patching (S) $ 8,870

Turkey Ln-1 [Paved] From: SR 112 (Parker Far To: Flaggy Meadow Rd (Length: 2.66mi., Width: 23.00ft.) Surface Status: Preventive -6 Estimated Cost Crack Seal (L) $ 71,782 Drag Shim (3/4") (L) $ 184,121 Thin Overlay (3/4") (L) $ 242,267 Thin (3/4 - 1") overlay (S) $ 242,267 Shim & 1" Overlay (L) $ 387,624 Thick (> 1") overlay (S) $ 387,624 Shim with 1" overlay (S) $ 387,624 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 726,797 Mill and Fill 1.25" (S) $ 807,555 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 1,058,793 Drainage Status: Poor -6 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 4,788 Ditching (S) $ 106,400

23 Costed Repair Options Buxton PCS 2020

Union Falls Rd-1 [Paved] From: Dead end To: Simpson Rd (Length: 0.73mi., Width: 21.00ft.) Surface Status: Preventive -2 Estimated Cost Crack Seal (L) $ 17,987 Drag Shim (3/4") (L) $ 46,136 Thin Overlay (3/4") (L) $ 60,705 Thin (3/4 - 1") overlay (S) $ 60,705 Thick (> 1") overlay (S) $ 97,128 Shim & 1" Overlay (L) $ 97,128 Shim with 1" overlay (S) $ 97,128 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 182,115 Mill and Fill 1.25" (S) $ 202,351 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 265,304

Upper Egypt Rd-1 [Paved] From: Dead end To: SR 112 (River Rd) (Length: 0.60mi., Width: 20.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 34,847 Shim w/ 2" overlay (S) $ 139,388 PM RAP reclamation (S) $ 158,396 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 207,674 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 285,112 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,080 Ditching (S) $ 24,000

Waterman Rd-1 [Paved] From: Flaggy Meadow Rd To: Little River/Guard (Length: 1.53mi., Width: 23.00ft.) Surface Status: Rehabilitate-4 Estimated Cost Reclaim pavement, revert to gravel (S) $ 102,188 Shim w/ 2" overlay (S) $ 408,755 PM RAP reclamation (S) $ 464,496 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 609,005 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 836,092 Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 2,754 Ditching (S) $ 61,200

Waterman Rd-2 [Paved] From: Little River/Guard To: US 202 (Narraganse (Length: 0.95mi., Width: 23.00ft.) Surface Status: Preventive -4 Estimated Cost Crack Seal (L) $ 25,637 Drag Shim (3/4") (L) $ 65,758 Thin (3/4 - 1") overlay (S) $ 86,524 Thin Overlay (3/4") (L) $ 86,524 Shim & 1" Overlay (L) $ 138,437 Thick (> 1") overlay (S) $ 138,437 Shim with 1" overlay (S) $ 138,437 Overlay w/ 2" cold mix, top w/ 1" HMA (S) $ 259,570 Mill and Fill 1.25" (S) $ 288,412 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 378,140

24 Costed Repair Options Buxton PCS 2020

Webster Rd-1 [Paved] From: Flaggy Meadow Rd To: Church Hill Rd (Length: 0.92mi., Width: 23.00ft.) Surface Status: Reconstruct -4 Estimated Cost Reclaim pavement, revert to gravel (S) $ 61,447 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 366,199 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 726,191 24" new gravel, 2" binder, 2" surface (S) $ 949,634 Drainage Status: Poor -4 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 1,656 Ditching (S) $ 36,800

Webster Rd-2 [Paved] From: Church Hill Rd To: SR 112 (Parker Far (Length: 1.69mi., Width: 23.00ft.) Surface Status: Routine -4 Estimated Cost Crack seal (S) $ 45,606 Crack Seal (L) $ 45,606 Patching (S) $ 246,273

Wescott Cir-1 [Paved] From: Dead end To: Hurlin Smith Rd (Length: 0.22mi., Width: 21.00ft.) Surface Status: Reconstruct -2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 13,416 Reclaim incl 6-8" base, 2" binder, 1.5" surface (L) $ 79,955 18" new 9.5mm gravel, 2" binder, 1"surface (S) $ 158,554 24" new gravel, 2" binder, 2" surface (S) $ 207,340 Drainage Status: Poor -2 Estimated Cost Replace/New culverts (S) $ 0 Grade shoulders (S) $ 396 Ditching (S) $ 8,800

Wildwood Cir-1 [Paved] From: Dead end To: Hurlin Smith Rd (Length: 0.17mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 10,367 Shim w/ 2" overlay (S) $ 41,468 PM RAP reclamation (S) $ 47,123 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 61,783 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 84,821

Winter St-1 [Paved] From: Dead end To: Autumn St (Length: 0.28mi., Width: 22.00ft.) Surface Status: Routine -2 Estimated Cost Crack Seal (L) $ 7,228 Crack seal (S) $ 7,228 Patching (S) $ 39,029

Woodridge Dr-1 [Paved] From: Gillette Rd To: Gillette Rd (Length: 0.47mi., Width: 21.00ft.) Surface Status: Rehabilitate-2 Estimated Cost Reclaim pavement, revert to gravel (S) $ 28,661 Shim w/ 2" overlay (S) $ 114,646 PM RAP reclamation (S) $ 130,281 Reclaim incl 6-8" base, 2" binder, 1.5" surface (S) $ 170,812 Reclaim incl 6-8" base, stabilized, 2" binder, 1.5" surface (S) $ 234,505

25

Appendix B 10-Year Roadway Improvement Plans

10 Year Roadway Improvement Plan Option 1 - $420,000 Annual Budget

2021 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

Chicopee Road 1 112 Cemetery Road 1.27 Drag Shim (3/4") $ 84,085 Flaggy Meadow Road 2 Dunnell Road Town Line 1.29 Drag Shim (3/4") $ 93,174 Main St 3 112 Salmon Falls Road 0.45 Drag Shim (3/4") $ 29,794 Turkey Lane 1 112 Flaggy Meadow Road 2.66 Drag Shim (3/4") $ 184,121

$ 391,174 Maintenance

Proprietors Road 1 Dead End Limington Road 0.24 Crack Seal $ 4,787 Skip Road 2 100' N of Mill Road 112 0.92 Crack Seal $ 22,668

$ 27,455

Total $ 418,629 2022 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

Atkinson Road 1 Twin Brooks Drive 202 0.53 Drag Shim (3/4") $ 31,901 Haines Meadow Road 3 Near Hemlock Hollow 22 1.01 Drag Shim (3/4") $ 69,911 Justin Merrill Road 1 Dead End 202 0.32 Drag Shim (3/4") $ 15,409 Lower Egypt Road 1 Depot Street House 117 Lower Egypt 0.59 Drag Shim (3/4") $ 28,410 Squire Libby Road 1 112 Old Orchard Road 0.54 Drag Shim (3/4") $ 47,044 Tarbox Lane 1 Dead End 112 0.63 Drag Shim (3/4") $ 36,024 Town Farm Road 1 Portland Road Old Orchard Road 1.6 Drag Shim (3/4") $ 110,750 Waterman Road 2 Little River 202 0.95 Drag Shim (3/4") $ 65,758 $ 405,207 Maintenance

Haines Meadow Road 1 112 Near Hemlock Hollow 0.49 Crack Seal $ 13,223

$ 13,223

Total $ 418,430 2023 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

Back Nippen Road 1 112 112 1.45 Drag Shim (3/4") $ 82,912 Henry Hill Road 1 Skip Road Guardrails 0.78 Drag Shim (3/4") $ 49,296 Mary Jane Road 1 Rocky Dundee Road 112 1.79 Drag Shim (3/4") $ 113,127 Rankin Road 1 112 22 1.83 Drag Shim (3/4") $ 121,162

$ 366,497 Maintenance

Autumn Street 1 Dead End Dunnell Road 0.16 Crack Seal $ 4,036 Chicopee Road 4 Cemetery Road Town Line 0.83 Crack Seal $ 21,502 Gillette Road 1 Chicopee Road Town Line 0.54 Crack Seal $ 13,305 Ricks Way 1 Dead End Turkey Lane 0.45 Crack Seal $ 11,088 Spring Street 1 Dead End Dunnell Road 0.17 Crack Seal $ 4,189 Winter Street 1 Dead End Autumn Street 0.28 Crack Seal $ 7,063

$ 61,183

Total $ 427,680 2024 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

Simpson Road 1 117 Town Line 2.32 Drag Shim (3/4") $ 153,605

$ 153,605 Maintenance

Boynton Road 1 202 112 0.35 Crack Seal $ 8,213 Church Hill Road 1 Flaggy Meadow Road Webster Road 1.29 Crack Seal $ 30,271 Cousins Road 1 202 Town Line 1.21 Crack Seal $ 32,653 Dunnell road 2 Hurlin Smith Road 22 1.49 Crack Seal $ 38,461 Evergreen Drive 1 Dead End 22 0.22 Crack Seal $ 5,292 Manor Way 1 Dead End Pine Country Drive 0.11 Crack Seal $ 2,452 Mill Road 1 Dead End Skip Road 0.26 Crack Seal $ 6,101 Pease Road 1 202 Portland Road 1.19 Ditching $ 47,600 Rocky Dundee Road 1 112 22 1.63 Crack Seal $ 43,987 Townsend Road 1 Portland Road Dead End 0.17 Crack Seal $ 3,790 Treadwell Road 2 Treadwell Road 22 0.07 Crack Seal $ 1,643 Webster Road 2 Church Hill Road 112 1.69 Crack Seal $ 45,606

$ 266,069

Total $ 419,674 2025 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

Bonny Eagle BLVD 1 Dead End Limington Road 0.14 Drag Shim (3/4") $ 9,269 Charles Street 1 Dead End 112 0.2 Drag Shim (3/4") $ 13,242 18" new gravel, Church Hill Road 2 Webster Road Town Line 0.19 $ 130,412 2" Binder, 1" Surface Deer Run Drive 1 Tapley Road Tapley Road 0.37 Drag Shim (3/4") $ 23,384 Dresser Road 1 Dead End Fifield Drive 0.09 Drag Shim (3/4") $ 5,688 Fogg Road 1 Turkey Lane 112 0.57 Drag Shim (3/4") $ 41,170 Fountain Street 1 112 Main Street 0.39 Drag Shim (3/4") $ 22,300 Hermit Thrush Drive 1 Dead End Portland Road 0.52 Drag Shim (3/4") $ 32,864 Joyce Street 1 Robert Street Charles Street 0.09 Drag Shim (3/4") $ 5,959 Oakwood Drive 1 112 Dead End 0.12 Drag Shim (3/4") $ 7,223 Pierce Drive 1 202 22 0.12 Drag Shim (3/4") $ 8,306 Shortill Farms 1 Pease Road Dead End 0.33 Drag Shim (3/4") $ 19,983 Sunwood Drive 1 Dead End 112 0.27 Drag Shim (3/4") $ 17,064 Union Falls Road 1 Dead End Simpson Road 0.73 Drag Shim (3/4") $ 46,136

$ 383,000 Maintenance

Pease Road 1 202 Portland Road 1.19 Crack Seal $ 31,415

$ 31,415

Total $ 414,415 2026 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

Reclaim incl 6-8" base Fox Track 1 Green Ridge Dr Quail Trail 0.09 2" binder, 1.5" Surface $ 35,824 Reclaim incl 6-8" base Green Ridge Drive 1 Dead End 22 0.41 2" binder, 1.5" Surface $ 156,102 Reclaim incl 6-8" base Quail Trail 1 Green Ridge Drive Skip Rd 0.66 2" binder, 1.5" Surface $ 239,864

Total $ 431,790 2027 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

Reclaim incl 6-8" base Allen Ave 1 112 Old Thompson Rd 0.43 2" binder, 1.5" Surface $ 156,275 Reclaim incl 6-8" base Elliott Ave 1 112 Old Thompson Rd 0.23 2" binder, 1.5" Surface $ 83,589 Reclaim incl 6-8" base Scotts Dr 1 112 Kevins Cir 0.40 2" binder, 1.5" Surface $ 145,372 Reclaim incl 6-8" base Spruce Swamp Rd E 2 202 Libby Drive 0.10 2" binder, 1.5" Surface $ 36,343

Total $ 421,579 2028 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

Reclaim incl 6-8" base Albert Cir 1 Portland Rd Portland Rd 0.35 2" binder, 1.5" Surface $ 121,143 Reclaim incl 6-8" base Cote Dr 1 Fifield Dr Town Farm Rd 0.17 2" binder, 1.5" Surface $ 61,783 Reclaim incl 6-8" base Fifield Dr 1 Cote Dr Town Farm Rd 0.26 2" binder, 1.5" Surface $ 187,382 Reclaim incl 6-8" base Kelly Ln 1 Cote Dr Dead End 0.1 2" binder, 1.5" Surface $ 36,343

Total $ 406,651 2029 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

Reclaim incl 6-8" base Eaton Dr 1 202 112 0.54 2" binder, 1.5" Surface $ 186,907 Reclaim incl 6-8" base SR 112 2 202 4A 0.58 2" binder, 1.5" Surface $ 220,827

Total $ 407,734 2030 Road/Section Name # From To Length Recommended Repair Other Budget

Capital Improvements

18" new gravel, Old Standish Road 1 112 Town Line 0.63 2" Binder, 1" Surface $ 432,420

Total $ 432,420 10 Year Roadway Improvement Plan Option 2 - $3 Million Bond* + $420,000 Annual Budget

*(Bond spread out over 5 years) -----> $3,000,000 / 5 = $600,000 $600,000 + $420,000 = $1,020,000 for 5 years $420,000 for 5 years 2021 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Chicopee Rd 1 SR 112 (Parker Far Cemetery Rd 1.27 Thin (3/4 - 1") overlay$ 110,640 Flaggy Meadow Rd 2 Dunnell Rd Town Line 1.29 Thin (3/4 - 1") overlay$ 122,599 Haines Meadow Rd 3 Near hemlock hollo SR 22 (Long Plains 1.01 Thin (3/4 - 1") overlay$ 91,988 Rankin Rd 1 SR 112 (River Rd) SR 22 (Long Plains 1.83 Thin (3/4 - 1") overlay$ 159,426 Town Farm Rd 1 Portland Rd Old Orchard Rd 1.60 Thin (3/4 - 1") overlay$ 145,724 Turkey Ln 1 SR 112 (Parker Far Flaggy Meadow Rd 2.66 Thin Overlay (3/4")$ 242,267

$ 872,644 Maintenance Chicopee Rd 4 Cemetery Rd Town Line 0.83 Crack seal$ 21,502 Haines Meadow Rd 1 SR 112 (River Rd) Near hemlock hollo 0.49 Crack seal$ 13,223 Turkey Ln 1 SR 112 (Parker Far Flaggy Meadow Rd 2.66 Ditching$ 106,400

$ 141,125

Total $ 1,013,769 2022 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Back Nippen Rd 1 SR 112 (River Rd) SR 112 (River Rd) 1.45 Thin (3/4 - 1") overlay$ 109,095 Henry Hill Rd 1 Skip Rd Guardrails 0.78 Thin (3/4 - 1") overlay$ 64,863 Mary Jane Rd 1 Rocky Dundee Rd SR 112 (Parker Far 1.79 Thin (3/4 - 1") overlay$ 148,853 Simpson Rd 1 SR 117 (Joy Valley Town Line 2.32 Thin (3/4 - 1") overlay$ 202,113 Waterman Rd 2 Little River/Guard US 202 (Narraganse 0.95 Thin (3/4 - 1") overlay$ 86,524

$ 611,448 Maintenance Back Nippen Rd 1 SR 112 (River Rd) SR 112 (River Rd) 1.45 Ditching$ 58,000 Church Hill Rd 1 Flaggy Meadow Rd Webster Rd 1.29 Crack seal$ 30,271 Church Hill Rd 1 Flaggy Meadow Rd Webster Rd 1.29 Ditching$ 51,600 Cousins Rd 1 US 202 (Narraganse Town Line 1.21 Crack seal$ 32,653 Dunnell Rd 2 Hurlin Smith Rd SR 22 (Long Plains 1.49 Crack seal$ 38,461 Gillette Rd 1 Chicopee Rd Town Line 0.54 Crack seal$ 13,305 Henry Hill Rd 1 Skip Rd Guardrails 0.78 Ditching$ 31,200 Rocky Dundee Rd 1 SR 112 (River Rd) SR 22 (Long Plains 1.63 Crack seal$ 43,987 Skip Rd 2 100' N of Mill RD SR 112 (Parker Far 0.92 Crack seal$ 22,668 Skip Rd 2 100' N of Mill RD SR 112 (Parker Far 0.92 Ditching$ 36,800 Webster Rd 2 Church Hill Rd SR 112 (Parker Far 1.69 Crack seal$ 45,606

$ 404,551

Total $ 1,015,999 2023 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Brewster Pl 1 US 202 (Narraganse SR 112 (River Rd) 0.06 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 22,844 Fogg Rd 1 Turkey Ln SR 112 (Parker Far 0.57 Thin (3/4 - 1") overlay$ 54,171 Fountain St 1 SR 112 (River Rd) SR 4A (Main St) 0.39 Thin (3/4 - 1") overlay$ 29,343 Oakwood Dr 1 SR 112 (Beech Plai Dead end 0.12 Thin (3/4 - 1") overlay$ 9,504 SR 112 (River Rd) 2 SR 4A (Main St) US 202 (Narraganse 0.58 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 220,827 SR 4A (Main St) 2 US 202 (Narraganse SR 112 (River Rd) 0.76 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 289,360 SR 4A (Main St) 3 SR 112 (River Rd) Salmon Falls Rd 0.45 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 171,331 Squire Libby Rd 1 SR 112 (Beech Plai Old Orchard Rd 0.54 Thin (3/4 - 1") overlay$ 47,044 Sunwood Dr 1 Dead end SR 112 (Beech Plai 0.27 Thin (3/4 - 1") overlay$ 22,453 Union Falls Rd 1 Dead end Simpson Rd 0.73 Thin (3/4 - 1") overlay$ 60,705

$ 927,582 Maintenance Fountain St 1 SR 112 (River Rd) SR 4A (Main St) 0.39 Ditching$ 15,600 Pease Rd 1 US 202 (Narraganse Portland Rd 1.19 Crack seal$ 31,415 Pease Rd 1 US 202 (Narraganse Portland Rd 1.19 Ditching$ 47,600

$ 94,615

Total $ 1,022,197 2024 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Church Hill Rd 2 Webster Rd Town Line 0.19 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 65,764 Dunnell Rd Ext 1 Flaggy Meadow Rd Hurlin Smith Rd 0.18 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 65,417 Fox Trak 1 Green Ridge Dr Quail Trl 0.09 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 35,824 Green Ridge Dr 1 Dead end SR 22 (Long Plains 0.41 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 156,102 Quail Trl 1 Green Ridge Dr Skip Rd 0.66 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 239,864 Skip Rd 1 SR 22 (Long Plains 100' N of Mill RD 0.96 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 348,893

$ 911,864 Maintenance Autumn St 1 Dead end Dunnell Rd 0.16 Crack seal$ 4,036 Church Hill Rd 2 Webster Rd Town Line 0.19 Ditching$ 7,600 Dunnell Rd Ext 1 Flaggy Meadow Rd Hurlin Smith Rd 0.18 Ditching$ 7,200 Evergreen Dr 1 Dead end SR 22 (Long Plains 0.22 Crack seal$ 5,292 Fox Trak 1 Green Ridge Dr Quail Trl 0.09 Ditching$ 3,600 Mill Rd 1 Dead end Skip Rd 0.26 Crack seal$ 6,101 Quail Trl 1 Green Ridge Dr Skip Rd 0.66 Ditching$ 26,400 Skip Rd 1 SR 22 (Long Plains 100' N of Mill RD 0.96 Ditching$ 38,400 Spring St 1 Dead end Dunnell Rd 0.17 Crack seal$ 4,189 Winter St 1 Dead end Autumn St 0.28 Crack seal$ 7,063

$ 109,881

Total $ 1,021,745 2025 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Hurlin Smith Rd 1 Turkey Ln Waterman Rd 0.84 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 319,819 Waterman Rd 1 Flaggy Meadow Rd Little River/Guard 1.53 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 609,005

$ 928,824 Maintenance Boynton Rd 1 US 202 (Narraganse SR 112 (Beech Plai 0.35 Crack seal$ 8,213 Lowell Rd 1 Dead end SR 22 (Long Plains 0.22 Crack Seal$ 5,163 Proprietors Rd 1 Dead end Limington Rd 0.24 Crack Seal$ 4,787 Ricks Wy 1 Dead end Turkey Ln 0.45 Crack seal$ 11,088 Treadwell Rd 2 Treadwell Rd SR 22 (Long Plains 0.07 Crack seal$ 1,643 Waterman Rd 1 Flaggy Meadow Rd Little River/Guard 1.53 Ditching$ 61,200

$ 92,094

Total $ 1,020,918 2026 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Atkinson Rd 1 Twin Brooks Dr US 202 (Narraganse 0.53 Thin (3/4 - 1") overlay$ 41,975 Bonny Eagle Blvd 1 Dead end Limington Rd 0.14 Thin (3/4 - 1") overlay$ 12,196 Burnham Dr 1 SR 112 (Beech Plai Mulberry St 0.25 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 90,858 Charles St 1 Dead end SR 112 (Beech Plai 0.20 Thin (3/4 - 1") overlay$ 17,424 Hermit Thrush Dr 1 Dead end Portland Rd 0.52 Thin (3/4 - 1") overlay$ 43,242 Highpoint Cir 1 Dead end SR 22 (Long Plains 0.15 Thin (3/4 - 1") overlay$ 11,880 Joyce St 1 Robert St Charles St 0.09 Thin (3/4 - 1") overlay$ 7,841 Mulberry St 1 Dead end SR 112 (Beech Plai 0.15 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 54,515 Pierce Dr 1 US 202 (Narraganse SR 22 (Long Plains 0.12 Thin (3/4 - 1") overlay$ 10,929 Robert St 1 Dead end SR 112 (Beech Plai 0.22 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 83,762

$ 374,622 Maintenance Atkinson Rd 1 Twin Brooks Dr US 202 (Narraganse 0.53 Ditching$ 21,200 Bonny Eagle Blvd 1 Dead end Limington Rd 0.14 Ditching$ 5,600 Highpoint Cir 1 Dead end SR 22 (Long Plains 0.15 Ditching$ 6,000 Mulberry St 1 Dead end SR 112 (Beech Plai 0.15 Ditching$ 6,000 Robert St 1 Dead end SR 112 (Beech Plai 0.22 Ditching$ 8,800

$ 47,600

Total $ 422,222 2027 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Cote Dr 1 Fifield Dr Town Farm Rd 0.17 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 61,783 Deer Run Dr 1 Tapley Rd Tapley Rd 0.37 Thin (3/4 - 1") overlay$ 30,768 Dresser Rd 1 Dead end Fifield Dr 0.09 Thin (3/4 - 1") overlay$ 7,484 Fifield Dr 1 Town Farm Rd Cote Dr 0.26 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 94,492 Kelly Ln 1 Dead end Cote Dr 0.10 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 36,343 Seavey Dr 1 Town Farm Rd Town Farm Rd 0.42 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 145,372

$ 376,242 Maintenance Dresser Rd 1 Dead end Fifield Dr 0.09 Ditching$ 3,600 Fifield Dr 1 Town Farm Rd Cote Dr 0.26 Ditching$ 10,400 Jerusha Ridge Rd 1 Dead end Cemetery Rd 0.19 Crack seal$ 4,681 Kelly Ln 1 Dead end Cote Dr 0.10 Ditching$ 4,000 Manor Wy 1 Dead end Pine Country Dr 0.11 Crack seal$ 2,452 Seavey Dr 1 Town Farm Rd Town Farm Rd 0.42 Ditching$ 16,800 Townsend Rd 1 Portland Rd Dead end 0.17 Crack seal$ 3,790

$ 45,723

Total $ 421,965 2028 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Justin Merrill Rd 1 Dead end US 202 (Narraganse 0.32 Thin (3/4 - 1") overlay$ 20,275 Lower Egypt Rd 1 Depot St 117 Lower Egypt 0.59 Thin (3/4 - 1") overlay$ 37,381 Myrtle Ln 1 Dead end Lowell Rd 0.16 Thin (3/4 - 1") overlay$ 13,305 Old Standish Rd 1 SR 112 (Parker Far Town Line 0.63 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 218,058 Shortill Farms Rd 1 Pease Rd Dead End 0.33 Thin (3/4 - 1") overlay$ 26,294 Tarbox Ln 1 Dead end SR 112 (River Rd) 0.63 Thin (3/4 - 1") overlay$ 47,400

$ 362,713 Maintenance Myrtle Ln 1 Dead end Lowell Rd 0.16 Ditching$ 6,400 Old Standish Rd 1 SR 112 (Parker Far Town Line 0.63 Ditching$ 25,200 Tarbox Ln 1 Dead end SR 112 (River Rd) 0.63 Ditching$ 25,200

$ 56,800

Total $ 419,513 2029 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Allen Av 1 Old Thompson Rd SR 112 (Parker Far 0.43 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 156,275 Elliott Av 1 Old Thompson Rd SR 112 (Parker Far 0.23 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 83,589 Scotts Dr 1 Kevin Cir SR 112 (Parker Far 0.40 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 145,372

$ 385,236 Maintenance Elliott Av 1 Old Thompson Rd SR 112 (Parker Far 0.23 Ditching$ 9,200 Proprietors Rd 1 Dead end Limington Rd 0.24 Ditching$ 9,600 Scotts Dr 1 Kevin Cir SR 112 (Parker Far 0.40 Ditching$ 16,000

$ 34,800

Total $ 420,036 2030 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Limington Rd 1 SR 22 (Long Plains SR 112 (Parker Far 0.54 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 224,288 Lower Egypt Rd 2 117 Lower Egypt Dead end 0.35 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 84,800 Tory Hill Dr 1 Dead end US 202 (Narraganse 0.17 Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 70,609

$ 379,697 Maintenance Limington Rd 1 SR 22 (Long Plains SR 112 (Parker Far 0.54 Ditching$ 21,600 Lower Egypt Rd 2 117 Lower Egypt Dead end 0.35 Ditching$ 14,000 Tory Hill Dr 1 Dead end US 202 (Narraganse 0.17 Ditching$ 6,800

$ 42,400

Total $ 422,097 10 Year Roadway Improvement Plan Option 3 - $6 Million Bond* + $420,000 Annual Budget

*Bond Spread out over 8 years => $6,000,000 / 8 = $750,000 with $420,000 annual budget => $750,000 + $420,000 = Annual Budget = $1,170,000 (for 8 years) 2021 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Back Nippen Rd 1 SR 112 (River Rd) SR 112 (River Rd) 1.45 Thin (3/4 - 1") overlay $ 109,095 Chicopee Rd 1 SR 112 (Parker Far Cemetery Rd 1.27 Thin (3/4 - 1") overlay $ 110,640 Flaggy Meadow Rd 2 Dunnell Rd Town Line 1.29 Thin (3/4 - 1") overlay $ 122,599 Henry Hill Rd 1 Skip Rd Guardrails 0.78 Thin (3/4 - 1") overlay $ 64,863 Mary Jane Rd 1 Rocky Dundee Rd SR 112 (Parker Far 1.79 Thin (3/4 - 1") overlay $ 148,853 Rankin Rd 1 SR 112 (River Rd) SR 22 1.83 Thin (3/4 - 1") overlay $ 159,426 Turkey Ln 1 SR 112 (Parker Far Flaggy Meadow Rd 2.66 Thin (3/4 - 1") overlay $ 242,267

$ 957,743 Maintenance Back Nippen Rd 1 SR 112 (River Rd) SR 112 (River Rd) 1.45 Ditching $ 58,000 Chicopee Rd 4 Cemetery Rd Town Line 0.83 Crack seal $ 21,502 Henry Hill Rd 1 Skip Rd Guardrails 0.78 Ditching $ 31,200 Turkey Ln 1 SR 112 (Parker Far Flaggy Meadow Rd 2.66 Ditching $ 106,400 $ 217,102

Total $ 1,174,845 2022 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Church Hill Rd 2 Webster Rd Town Line 0.19 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 65,764 Haines Meadow Rd 3 Near hemlock hollo SR 22 (Long Plains 1.01 Thin (3/4 - 1") overlay $ 91,988 Simpson Rd 1 SR 117 (Joy Valley Town Line 2.32 Thin (3/4 - 1") overlay $ 202,113 Skip Rd 1 SR 22 (Long Plains 100' N of Mill RD 0.96 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 348,893 Town Farm Rd 1 Portland Rd Old Orchard Rd 1.60 Thin (3/4 - 1") overlay $ 145,724

$ 854,482 Maintenance Church Hill Rd 1 Flaggy Meadow Rd Webster Rd 1.29 Crack seal $ 30,271 Church Hill Rd 1 Flaggy Meadow Rd Webster Rd 1.29 Ditching $ 51,600 Church Hill Rd 2 Webster Rd Town Line 0.19 Ditching $ 7,600 Cousins Rd 1 US 202 (Narraganse Town Line 1.21 Crack seal $ 32,653 Dunnell Rd 2 Hurlin Smith Rd SR 22 (Long Plains 1.49 Crack seal $ 38,461 Haines Meadow Rd 1 SR 112 (River Rd) Near hemlock hollo 0.49 Crack seal $ 13,223 Pease Rd 1 US 202 (Narraganse Portland Rd 1.19 Ditching $ 47,600 Skip Rd 2 100' N of Mill RD SR 112 (Parker Far 0.92 Crack seal $ 22,668 Skip Rd 1 SR 22 (Long Plains 100' N of Mill RD 0.96 Ditching $ 38,400 Skip Rd 2 100' N of Mill RD SR 112 (Parker Far 0.92 Ditching $ 36,800

$ 319,276

Total $ 1,173,758 2023 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Fox Trak 1 Green Ridge Dr Quail Trl 0.09Reclaim incl 6-8" base, 2" binder, 1.5" surface$ 35,824 Green Ridge Dr 1 Dead end SR 22 (Long Plains 0.41 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 156,102 Quail Trl 1 Green Ridge Dr Skip Rd 0.66 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 239,864 SR 112 (River Rd) 2 SR 4A (Main St) US 202 (Narraganse 0.58 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 220,827 SR 4A (Main St) 2 US 202 (Narraganse SR 112 (River Rd) 0.76 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 289,360 SR 4A (Main St) 3 SR 112 (River Rd) Salmon Falls Rd 0.45 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 171,331

$ 1,113,308 Maintenance Fox Trak 1 Green Ridge Dr Quail Trl 0.09 Ditching $ 3,600 Pease Rd 1 US 202 (Narraganse Portland Rd 1.19 Crack seal $ 31,415 Quail Trl 1 Green Ridge Dr Skip Rd 0.66 Ditching $ 26,400

$ 61,415

Total $ 1,174,723 2024 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Eaton Dr 1 US 202 (Narraganse SR 112 (River Rd) 0.54 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 186,907 Old Orchard Rd 1 US 202 Town Line 1.80 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 716,477 Squire Libby Rd 1 SR 112 (Beech Plai Old Orchard Rd 0.54 Thin (3/4 - 1") overlay $ 47,044 Tory Hill Dr 1 Dead end US 202 (Narraganse 0.17 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 70,609

$ 1,021,037 Maintenance Gillette Rd 1 Chicopee Rd Town Line 0.54 Crack seal $ 13,305 Old Orchard Rd 1 US 202 Town Line 1.80 Ditching $ 72,000 Tory Hill Dr 1 Dead end US 202 (Narraganse 0.17 Ditching $ 6,800 Webster Rd 2 Church Hill Rd SR 112 (Parker Far 1.69Crack seal$ 45,606

$ 137,711

Total $ 1,158,748 2025 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Dunnell Rd Ext 1 Flaggy Meadow Rd Hurlin Smith Rd 0.18 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 65,417 Hurlin Smith Rd 1 Turkey Ln Waterman Rd 0.84 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 319,819 Waterman Rd 1 Flaggy Meadow Rd Little River/Guard 1.53 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 609,005 Wildwood Cir 1 Dead end Hurlin Smith Rd 0.17 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 61,783

$ 1,056,024 Maintenance Autumn St 1 Dead end Dunnell Rd 0.16 Crack seal $ 4,036 Dunnell Rd Ext 1 Flaggy Meadow Rd Hurlin Smith Rd 0.18 Ditching $ 7,200 Evergreen Dr 1 Dead end SR 22 (Long Plains 0.22 Crack seal $ 5,292 Jerusha Ridge Rd 1 Dead end Cemetery Rd 0.19 Crack seal $ 4,681 Manor Wy 1 Dead end Pine Country Dr 0.11 Crack seal $ 2,452 Ricks Wy 1 Dead end Turkey Ln 0.45 Crack seal $ 11,088 Spring St 1 Dead end Dunnell Rd 0.17 Crack seal $ 4,189 Townsend Rd 1 Portland Rd Dead end 0.17 Crack seal $ 3,790 Treadwell Rd 2 Treadwell Rd SR 22 (Long Plains 0.07 Crack seal $ 1,643 Waterman Rd 1 Flaggy Meadow Rd Little River/Guard 1.53 Ditching $ 61,200 Winter St 1 Dead end Autumn St 0.28 Crack seal $ 7,063

$ 112,634

Total $ 1,168,658 2026 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Atkinson Rd 1 Twin Brooks Dr US 202 (Narraganse 0.53 Thin (3/4 - 1") overlay $ 41,975 Bonny Eagle Blvd 1 Dead end Limington Rd 0.14 Thin (3/4 - 1") overlay $ 12,196 Limington Rd 1 SR 22 (Long Plains SR 112 (Parker Far 0.54 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 224,288 Lowell Rd 1 Dead end SR 22 (Long Plains 0.22 Thin Overlay (3/4") $ 17,424 Myrtle Ln 1 Dead end Lowell Rd 0.16 Thin (3/4 - 1") overlay $ 13,305 Old Standish Rd 1 SR 112 (Parker Far Town Line 0.63 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 218,058 Proprietors Rd 1 Dead end Limington Rd 0.24 Thin Overlay (3/4") $ 16,156 Webster Rd 1 Flaggy Meadow Rd Church Hill Rd 0.92 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 366,199

$ 909,601

Atkinson Rd 1 Twin Brooks Dr US 202 (Narraganse 0.53 Ditching $ 21,200 Bonny Eagle Blvd 1 Dead end Limington Rd 0.14 Ditching $ 5,600 Callahan Rd 1 SR 112 (Parker Far Town Line 0.70 Ditching $ 28,000 Cemetery Rd 1 Town Line Chicopee Rd 1.55 Ditching $ 62,000 Limington Rd 1 SR 22 (Long Plains SR 112 (Parker Far 0.54 Ditching $ 21,600 Lowell Rd 1 Dead end SR 22 (Long Plains 0.22 Ditching $ 8,800 Mill Rd 1 Dead end Skip Rd 0.26 Crack seal $ 6,101 Myrtle Ln 1 Dead end Lowell Rd 0.16 Ditching $ 6,400 Old Standish Rd 1 SR 112 (Parker Far Town Line 0.63 Ditching $ 25,200 Old Thompson Rd 1 Cemetery Rd Callahan Rd 0.67 Ditching $ 26,800 Proprietors Rd 1 Dead end Limington Rd 0.24 Ditching $ 9,600 Webster Rd 1 Flaggy Meadow Rd Church Hill Rd 0.92 Ditching $ 36,800

$ 258,101

Total $ 1,167,702 2027 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Brewster Pl 1 US 202 (Narraganse SR 112 (River Rd) 0.06 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 22,844 Burnham Dr 1 SR 112 (Beech Plai Mulberry St 0.25 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 90,858 Charles St 1 Dead end SR 112 (Beech Plai 0.20 Thin (3/4 - 1") overlay $ 17,424 Cote Dr 1 Fifield Dr Town Farm Rd 0.17 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 61,783 Deer Run Dr 1 Tapley Rd Tapley Rd 0.37 Thin (3/4 - 1") overlay $ 30,768 Dresser Rd 1 Dead end Fifield Dr 0.09 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 32,709 Fifield Dr 1 Town Farm Rd Cote Dr 0.26 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 94,492 Fogg Rd 1 Turkey Ln SR 112 (Parker Far 0.57 Thin (3/4 - 1") overlay $ 54,171 Fountain St 1 SR 112 (River Rd) SR 4A (Main St) 0.39 Thin (3/4 - 1") overlay $ 29,343 Hermit Thrush Dr 1 Dead end Portland Rd 0.52 Thin (3/4 - 1") overlay $ 43,242 Joyce St 1 Robert St Charles St 0.09 Thin (3/4 - 1") overlay $ 7,841 Kelly Ln 1 Dead end Cote Dr 0.10 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 36,343 Mulberry St 1 Dead end SR 112 (Beech Plai 0.15 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 54,515 Oakwood Dr 1 SR 112 (Beech Plai Dead end 0.12 Thin (3/4 - 1") overlay $ 9,504 Partridge Dr 1 Dead end Pheasant Ln 0.14 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 43,612 Pheasant Ln 1 Partridge Dr Atkinson Rd 0.11 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 38,074 Pheasant Ln 3 Atkinson Rd Partridge Drive 0.08 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 26,652 Robert St 1 Dead end SR 112 (Beech Plai 0.22 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 83,762 Seavey Dr 1 Town Farm Rd Town Farm Rd 0.42 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 145,372 Sunwood Dr 1 Dead end SR 112 (Beech Plai 0.27 Thin (3/4 - 1") overlay $ 22,453 Union Falls Rd 1 Dead end Simpson Rd 0.73 Thin (3/4 - 1") overlay $ 60,705 Waterman Rd 2 Little River/Guard US 202 (Narraganse 0.95 Thin (3/4 - 1") overlay $ 86,524

$ 1,092,991 Maintenance Dresser Rd 1 Dead end Fifield Dr 0.09 Ditching $ 3,600 Fifield Dr 1 Town Farm Rd Cote Dr 0.26 Ditching $ 10,400 Fountain St 1 SR 112 (River Rd) SR 4A (Main St) 0.39 Ditching $ 15,600 Kelly Ln 1 Dead end Cote Dr 0.10 Ditching $ 4,000 Mulberry St 1 Dead end SR 112 (Beech Plai 0.15 Ditching $ 6,000 Partridge Dr 1 Dead end Pheasant Ln 0.14 Ditching $ 5,600 Pheasant Ln 1 Partridge Dr Atkinson Rd 0.11 Ditching $ 4,400 Pheasant Ln 3 Atkinson Rd Partridge Drive 0.08 Ditching $ 3,080 Robert St 1 Dead end SR 112 (Beech Plai 0.22 Ditching $ 8,800 Seavey Dr 1 Town Farm Rd Town Farm Rd 0.42 Ditching $ 16,800

$ 78,280

Total $ 1,171,271 2028 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Allen Av 1 Old Thompson Rd SR 112 (Parker Far 0.43 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 156,275 Elden Rd 2 Dead end US 202 (Narraganse 0.13 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 40,497 Elliott Av 1 Old Thompson Rd SR 112 (Parker Far 0.23 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 83,589 Emery Cir 1 Henry Hill Rd Skip Rd 0.31 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 101,934 Hague Rd 1 Church Hill Rd Dead end 0.21 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 72,686 Highpoint Cir 1 Dead end SR 22 (Long Plains 0.15 Thin (3/4 - 1") overlay $ 11,880 Justin Merrill Rd 1 Dead end US 202 (Narraganse 0.32 Thin (3/4 - 1") overlay $ 20,275 Kevin Cir 1 Dead end Mertie Dr 0.35 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 121,143 Lower Egypt Rd 2 117 Lower Egypt Dead end 0.35 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 84,800 Lower Egypt Rd 1 Depot St 117 Lower Egypt 0.59 Thin (3/4 - 1") overlay $ 37,381 Pease Rd 2 Portland Rd Dead end 0.28 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 101,760 Pierce Dr 1 US 202 (Narraganse SR 22 (Long Plains 0.12 Thin (3/4 - 1") overlay $ 10,929 Shortill Farms Rd 1 Pease Rd Dead End 0.33 Thin (3/4 - 1") overlay $ 26,294 Tarbox Ln 1 Dead end SR 112 (River Rd) 0.63 Thin (3/4 - 1") overlay $ 47,400 Wescott Cir 1 Dead end Hurlin Smith Rd 0.22 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 79,955

$ 996,798 Maintenance Boynton Rd 1 US 202 (Narraganse SR 112 (Beech Plai 0.35 Crack seal $ 8,213 Elden Rd 2 Dead end US 202 (Narraganse 0.13 Ditching $ 5,200 Elliott Av 1 Old Thompson Rd SR 112 (Parker Far 0.23 Ditching $ 9,200 Emery Cir 1 Henry Hill Rd Skip Rd 0.31 Ditching $ 12,400 Hague Rd 1 Church Hill Rd Dead end 0.21 Ditching $ 8,400 Highpoint Cir 1 Dead end SR 22 (Long Plains 0.15 Ditching $ 6,000 Kevin Cir 1 Dead end Mertie Dr 0.35 Ditching $ 14,000 Lindy Ln 1 Dead end SR 112 (River Rd) 0.15 Ditching $ 6,000 Lower Egypt Rd 2 117 Lower Egypt Dead end 0.35 Ditching $ 14,000 Pease Rd 2 Portland Rd Dead end 0.28 Ditching $ 11,200 Rocky Dundee Rd 1 SR 112 (River Rd) SR 22 (Long Plains 1.63 Crack seal $ 43,987 Tarbox Ln 1 Dead end SR 112 (River Rd) 0.63 Ditching $ 25,200 Wescott Cir 1 Dead end Hurlin Smith Rd 0.22 Ditching $ 8,800

$ 172,600

Total $ 1,169,398 2029 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Cheechako Rd 1 Dead end Pease Rd 0.21 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 76,320 Scotts Dr 1 Kevin Cir SR 112 (Parker Far 0.40 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 145,372 Woodridge Dr 1 Gillette Rd Gillette Rd 0.47 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 170,812

$ 392,504 Maintenance Cheechako Rd 1 Dead end Pease Rd 0.21 Ditching $ 8,400 Scotts Dr 1 Kevin Cir SR 112 (Parker Far 0.40 Ditching $ 16,000

$ 24,400

Total $ 416,904 2030 Road/Section Name # From To Length Recommended Repair Budget

Capital Improvements Albert Cir 1 Portland Rd Portland Rd 0.35 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 121,143 Dundee Cir 1 Rocky Dundee Rd No Such Rd 0.22 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 72,340 Spruce Swamp Rd E 2 Libby Dr US 202 (Narraganse 0.10 Reclaim incl 6-8" base, 2" binder, 1.5" surface $ 36,343

$ 229,826 Maintenance Adams Cir 1 Dead end Kevin Cir 0.15 Ditching $ 6,000 Albert Cir 1 Portland Rd Portland Rd 0.35 Ditching $ 14,000 Dundee Cir 1 Rocky Dundee Rd No Such Rd 0.22 Ditching $ 8,800 Ferncroft Rd 1 Juris change Pease Rd 0.26 Ditching $ 10,400 Mertie Dr 1 Allen Av SR 112 (Parker Far 0.24 Ditching $ 9,600 No Such Rd 1 Dead end Rocky Dundee Rd 0.21 Ditching $ 8,400 Towle St 1 SR 112 (River Rd) Depot St 0.63 Ditching $ 25,200 Upper Egypt Rd 1 Dead end SR 112 (River Rd) 0.60 Ditching $ 24,000

$ 106,400

Total $ 336,226

Hold For roads in the No Maintenance Category $ 83,774

Total $ 420,000

Appendix C Road Repair Unit Prices

Road Repair Unit Prices

Description Unit Proposed Unit Price

Patching S.Y. $ 10.80 Routine Crack Seal S.Y. $ 2.00 Sand Seal S.Y. $ 2.70 Chip Seal (Latex Modified) S.Y. $ 3.60 Drag Shim (3/4") S.Y. $ 5.13 Thin Overlay (3/4 - 1") S.Y. $ 6.75 Preventive Shim & 1" Overlay S.Y. $ 10.80 Thick (>1") Overlay S.Y. $ 10.80 Overlay w/ 2" Cold Mix, top w/ 1" HMA S.Y. $ 20.25 Mill & Fill 1.25" S.Y. $ 22.50 Reclaim & Revert to Gravel S.Y. $ 4.95 Shim & 2" Overlay S.Y. $ 19.80 Reclaim (6-8" base), 2" Binder, 1.5" Surface Rehabilitate HMA S.Y. $ 29.50 Reclaim (6-8" base), Stabilized, 2" Binder, 1.5" Surface HMA S.Y. $ 40.50 PM RAP Reclamation S.Y. $ 22.50 Reclaim & Revert to Gravel S.Y. $ 4.95 Reconstruct 18" Gravel, 2" Binder, 1" Surface HMA S.Y. $ 58.50 24" Gravel, 2" Binder, 2" Surface HMA S.Y. $ 76.50 Ditching Mile $ 40,000.00 Drainage Grade Shoulders Mile $ 24,000.00 Replace/New Culverts EA $ 1,800.00

Appendix D Road Condition Survey Sheet

Appendix E Roadway Condition Map Road Condition

No Maint Routine t Preventive Rehabilitate ...... ·· ..� .. .. Reconstruct -r�;•,? .. •�:• �.♦ - •♦"'t ... .. Unknown --..: .. •··

0 2 3 4

I Miles •. .,, Appendix F Buxton Road Maintenance History Maint. As of 2020 of Maint.As 2020 of Maint.As Rehab Routine Routine Routine NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint Preventive Preventive Preventive Preventive Notes Notes Shim Fall 2018 ShimFall 2018 ShimFall Shim Fall 2019 ShimFall 2018 ShimFall OverlayMay 2018 OverlayMay 2018 OverlayNovember 2017 Shim + Surface Pave May 2017 PaveMay ShimSurface + ? ? ? Fall Fall Fall Spring Spring Spring August August August August Month Month September D D D D D D D D FR FR FR FR FR Shaw Contractor Contractor Treatment Treatment Treatment Treatment Appendix F Appendix - Maintenance History BuxtonRoad Shim Crackseal Shimand Overlay Shimand Overlay Overlay Crackseal Overlay Patches Large 2 Overlay 1.5" Crackseal Crackseal Overlay and Surface Base Reclaim Crackseal Shimand Overlay Crackseal Shim Crackseal Shimand Overlay Crackseal Shimand Overlay Crackseal Crackseal Overlay 7.5 12.25 1.17 1.69 0.70 0.74 1.20 1.01 1.08 1.80 0.49 1.83 0.60 1.20 0.43 0.59 1.55 0.60 0.27 0.57 1.50 0.24 0.67 0.60 0.33 1.17 Mileage Mileage Road Road Pease Road Pease(Half) Road Road SalmonFalls Shaw Road WarrenRoad Sum Carll Road Carll DepotStreet HainesMeadow 3 Road Lord Road Orchard Road Old OsborneRoad Rankin Road PeaseRoad Road ShorthillFarms Warren Road Webster2 Road Sum Road Callahan CemeteryRoad CornfieldRoad Meadow 1 Road Flaggy Road Fogg GrovevilleRoad Drive Mertie Thompson Old Road Berry Road Berry 2019 2020 Maint. As of 2020 of Maint.As 2020 of Maint.As Routine Routine NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint Preventive Preventive Notes Notes OverlayJune 2016 Base Paved November Paved Base 2017 May May May May May May May June June June June Month Month November November November November November November November November November November D D D D D D D D D D D D D D D D D FR FR FR FR Contractor Contractor Treatment Treatment Treatment Treatment Graded and 19mm base Graded19mm and pave Overlay Shim Overlay base Graded19mm and pave Surface Pave Overlay Overlay 19mmCement, base w/ pave Reclaim Shimand Surface Pave Overlay Overlay Overlay Shim Shim Overlay Overlay Shim Overlay Surface9.5mmPaved Shimand Surface Pave 7.44 5.92 0.5 0.15 0.24 1.50 0.20 0.35 0.24 1.83 0.59 0.50 1.69 0.59 0.54 0.60 1.17 0.59 0.11 0.46 0.60 0.76 0.15 Mileage Mileage Road Road Mark P. Emery Road Mark Emery P. Drive Mertie Rankin Road SpruceW Swamp Road Drive Brooks Twin Webster2 Road Sum Sum Sum AdamsRoad EldenRoad RoadGeorgeSawyer HainesMeadow Road HarmonRoad DepotStreet LordRoad WayManor CountryPineDrive Road SalmonFalls TapleyRoad Drive Brooks Twin Berry Road Berry Row Christian CornfieldRoad 2017 2018 Maint. As of 2020 of Maint.As 2020 of Maint.As 2020 of Maint.As Routine Routine Routine NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint NoMaint Preventive Preventive Preventive Preventive Preventive Notes Notes Notes OverlayOctober 2015 June June June June June June Month Month Month October October October October October October November September September September September September September D D D D D D D D D D FR FR FR FR FR FR FR FR FR Contractor Contractor Contractor Treatment Treatment Treatment Treatment Treatment Overlay SurfacePave SurfacePave Overlay SurfacePave SurfacePave SurfacePave SurfacePave Overlay Shimand Surface Pave Overlay Shimand Surface Pave Overlay Overlay Overlay(Shim?) SurfacePave Overlay(Shim?) Overlay(Shim?) Overlay 0.6 1.6 0.22 0.26 0.32 1.79 0.43 3.36 5.22 6.16 0.95 2.10 0.65 0.24 0.54 0.35 0.19 1.69 0.40 0.54 0.24 1.63 Mileage Mileage Mileage Road Road Road Ferncroft Circle Road Merrill Justin Jane Mary Road Overlook Drive Drive Pines Tall Town Road Farm Sum DennettRoad Farm LibbyDrive RockyDundee Road Waterman2 Road Sum EdgewoodRoad Gillette Road Gillette 2 Road HenryHill LibbyDrive Webster2 Road Woodman1 Road Sum ChicopeeRoad Drive Deering DennettRoad Farm 2014 2015 2016