Fort Bragg City Council
February 14, 2022

City of Fort Bragg
416 North Franklin Street
Fort Bragg, CA 95437
Pavement Management Update 2021
Final Report
NCE Project No. 270.09.55
January 2022
Richmond, CA
501 Canal Blvd., Suite I
DRAFT
Richmond, CA 94804
Final Report
Pavement Management Program Update 2021
City of Fort Bragg
January 2022
Prepared for:

City of Fort Bragg
416 North Franklin Street
Fort Bragg, CA 95437
Prepared by:

Debaroti Ghosh, PhD, E.I.T
Project Engineer
Shahram Misaghi, PE
Senior Engineer
NCE
501 Canal Blvd Suite I
Point Richmond, CA 94804
(510) 215-3620
NCE Project No. 270.09.55
This Page Intentionally Left Blank
PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

EXECUTIVE SUMMARY CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
ES-1
Executive Summary
In 2021, Nichols Consulting Engineers, Chtd. (NCE) was selected by the Mendocino Council of Governments (MCOG) to update the City of Fort Bragg’s (City) pavement management program (PMP) for the entire network. This report summarizes the results of the 2021 update for the City and its purpose is to help educate policy makers about the current condition of the pavement network and the impact of various funding scenarios on future network conditions.

The City’s pavement network consists of 30.6 centerline miles of paved streets and alleyways, which represents a substantial investment of approximately $85.4 million.

In 2021 NCE collected pavement condition data throughout the network using the Metropolitan Transportation Commission (MTC) survey protocols. The survey data were entered into the StreetSaver® database, which the City uses as a PMP decisionsupport tool.

Overall, the City’s entire pavement network is currently in “Fair” condition with an average pavement condition index (PCI) of 65. Entire pavement network includes alleyways. The alleyways were added to the database and analysis this year for the first time. The PCI of the alleyways and streets (without alleyways) are 25 and 68, respectively. Overall, approximately 55.7 percent of the network is in “Good” condition and 25.2 percent is in “Poor” or “Failed” condition.

The budget needs analysis indicated that the City needs to spend approximately $25.3 million over the next ten years to bring the street network to a condition that can be maintained with on-going preventive maintenance in the most cost-effective way. Out of $25.3 million, the alleyways would need approximately $5.3 million. Two alternative budget scenarios were performed to illustrate the impacts of different funding levels. The following table lists each scenario with its corresponding ten-year budget, PCI, and deferred maintenance at the end of the analysis period.

Scenario Description 10-Year
Budget ($M)
2031
PCI
2031 Deferred
Maintenance ($M)
1 Existing Funding $10 58 30
2 Improve PCI to 75 $26.7 75 11
NCE recommends that the City pursue Scenario 2, which will improve the existing overall network PCI to 75 by 2031. Additionally, under this scenario, the alleyways and the streets both will be in “Good” condition with PCI of 86 and 74, respectively.

This scenario will increase the portion of the network in “Good” condition and limit the deferred maintenance. This will require $26.7 million over the next ten years.

PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

TABLE OF CONTENTS CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
i
Table of Contents
1 Introduction and Background ............................................................1 2 Network Summary .............................................................................3 3 Pavement Condition...........................................................................4

3.1 City’s Pavement Condition Index ........................................................ 4

3.2 City’s Network Condition Breakdown ................................................... 5

3.3 PCI Comparison within MCOG Agencies ............................................... 7 4 Maintenance and Rehabilitation Strategies ........................................8 5 Budget Analyses ................................................................................9

5.1 Budget Needs Analysis .................................................................... 10

5.2 Scenario 1: Existing Funding ($20.0 M/10 Years) ................................ 11

5.3 Scenario 2: Improve PCI to 75 ($26.7 M/10 Years) ............................. 13

5.4 Scenario Comparisons..................................................................... 15 6 Conclusion and Recommendations...................................................18 List of Figures
Figure 1. Historical Network PCI since 2001...................................................... 4 Figure 2. Examples of Streets with Different PCIs .............................................. 5 Figure 3. Network Condition Breakdown by Functional Classification..................... 6 Figure 4. Comparison of Network PCI to Statewide Average................................ 7 Figure 5. Costs of Maintaining Pavements Over Time ......................................... 8 Figure 6. PCI vs Deferred Maintenance for Scenario 1 ...................................... 12 Figure 7. PCI vs Deferred Maintenance for Scenario 2 ...................................... 14 Figure 8. Comparison of Annual PCI by Scenario ............................................. 15 Figure 9. Comparison of Annual Deferred Maintenance by Scenario.................... 16 Figure 10. Comparison of Pavement Condition Breakdown by Scenario............... 17 List of Tables
Table 1. Network Summary Statistics .............................................................. 3 PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

TABLE OF CONTENTS CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
ii
Table 2. Pavement Condition Breakdown by Functional Class .............................. 6 Table 3. Summary Results for Budget Needs Analysis (Entire Network) .............. 10 Table 4. Summary Results for Budget Needs Analysis (Alleyways) ..................... 10 Table 5. Summary Results for Scenario 1 (Entire Network) ............................... 11 Table 6. Summary Results for Scenario 1 (Streets).......................................... 11 Table 7. Summary Results for Scenario 1 (Alleyways) ...................................... 11 Table 8. Summary Results for Scenario 2 (Entire Network) ............................... 13 Table 9. Summary Results for Scenario 2 (Streets).......................................... 13 Table 10.Summary Results for Scenario 2 (Alleyways) ..................................... 13 List of Appendices
Appendix A
Section Description Inventory
Appendix B
Maintenance and Rehabilitation Decision Tree
Appendix C
Budget Needs Analysis Results
Appendix D
Budget Scenario Results
Appendix E
Pavement Condition Maps
Appendix F
Sections Selected For Treatment – Scenario 1
PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

INTRODUCTION AND BACKGROUND CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
1 1 Introduction and Background
In 2017, NCE assisted City of Fort Bragg in updating the StreetSaver® pavement management program (PMP) with pavement condition surveys, historical maintenance and rehabilitation (M&R) records, pavement strategies, and budgetary analysis. No update has been conducted on pavement condition surveys or maintenance and rehabilitation strategies since 2017. In 2021, Nichols Consulting Engineers, Chtd. (NCE) was selected by the Mendocino Council of Governments (MCOG) to update the City of Fort Bragg’s (City) pavement management program (PMP) for the entire network. The alleyways were also added to the database during this survey.

In general, PMPs are “designed to provide objective information and useful data for analysis so that… managers can make more consistent, cost effective, and defensible decisions related to the preservation of a pavement network.1” This report answers the following questions for the City of Fort Bragg:
• What does the City’s pavement network include?
• What is the current condition of the pavement network? • What are the City’s current M&R strategies?
• How much funding is required to perform all needed M&R treatments over the next ten years?
• What effect will the City’s existing funding have on the network condition and deferred maintenance?
• What effect will other funding levels have on the network condition and deferred maintenance?
To update the City’s PMP, NCE performed walking surveys using the Metropolitan Transportation Commission’s (MTC) survey procedures 2. Surveys did not include non-pavement issues such as traffic, safety and road hazards, geometric issues, shoulders, sidewalks, curb and gutters, drainage issues, or immediate maintenance needs.

All survey data were then entered into the City’s StreetSaver® database and pavement condition index (PCI) calculations were performed. NCE then met with the City staff and reviewed and updated the maintenance and rehabilitation (M&R) strategies and treatments. NCE also updated the treatment unit costs based on recent bid tabs from the City.
1 AASHTO “Guidelines for Pavement Management Systems”. American Association of State Highway and Transportation Officials, Washington, DC, July 1990.
2 PCI Distress Identification Manuals (AC 4th Edition, PCC 3rd Edition), Metropolitan Transportation Commission, San Francisco, CA March 2016.

PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

INTRODUCTION AND BACKGROUND CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
2 A budget needs analysis was performed for a ten-year analysis period with an annual inflation rate of 3 percent. This analysis identified M&R recommendations for each pavement section and determined the total M&R budget needs for the analysis period.

Finally, two budget scenarios were analyzed for the street network.

PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

NETWORK SUMMARY CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
3 2 Network Summary
The City is responsible for maintaining approximately 30.6 centerline miles of paved streets (or 239 pavement sections). The entire network is mostly composed of asphalt concrete (AC) pavement. Table 1 summarizes the street network by functional classification. Thirty-two (32) gravel streets, out of which thirty are alleyways, are also listed in the database but are not included in the budgetary analysis.

Table 1. Network Summary Statistics
Functional
Class
Number of
Sections
Centerline
Miles Lane Miles Network Area(%)
Arterial 14 3.10 6.30 12.6%
Collector 40 7.80 15.20 32.0%
Residential 121 14.50 28.60 47.4%
Other (Alleyways) 64 5.2 10.3 8.0%
Total 239 30.6 60.4 100%
Gravel 32 2.23 4.46 -
The street network replacement cost is estimated to be approximately $85.4 million.

This can be viewed as the value of the pavement network and is the amount needed to fund reconstruction of the entire paved network. It does not include related infrastructure assets such as sidewalks, signals, markings, signs, or storm drains.

PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

PAVEMENT CONDITION CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
4 3 Pavement Condition
Pavement condition is typically quantified using the pavement condition index (PCI), which ranges from 100 (best) to 0 (worst). A newly constructed street has a PCI of 100, while a failed street has a PCI of 25 or less. Pavement condition is affected by the environment, traffic loads and volumes, construction materials, and age.

The PCI scale is divided into four general condition categories. Pavements in “Good” condition have a PCI above 70, pavements in “Fair” condition have a PCI between 50 and 69, pavements in “Poor” condition have a PCI between 25 and 49, and finally pavements in “Failed” condition have a PCI below 25.

3.1 CITY’S PAVEMENT CONDITION INDEX
The current average PCI for the City’s entire pavement network is 65 (this includes alleyways). The current average PCI for streets and alleyways is 68 and 25, respectively. This value is an area-weighted calculation performed in StreetSaver® and is based on the condition survey performed in 2021. Figure 1 illustrates the City’s historical network PCI since 2001 which shows that the average network PCI for the City has increased by 29 points since 2001, which indicates treatment commitment made to repair and maintain the street network. Note that, the alleyways were inspected for the first time in 2021 and the current PCI reported in Figure 1 is for the pavement network including the alleyways.

Figure 1. Historical Network PCI since 2001
Figure 2 shows photos of City streets with varying PCIs.

PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

PAVEMENT CONDITION CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
5 Figure 2. Examples of Streets with Different PCIs
A list of all pavement sections in the network along with their attributes, including the PCI at the time of the last inspection, is provided in Appendix A. For convenience, two versions are provided – one sorted alphabetically by street name and the other sorted by descending PCI.

3.2 CITY’S NETWORK CONDITION BREAKDOWN
Figure 3 breaks down the current network PCI by functional classification. As shown, the residentials and collectors have the highest condition with a PCI of 70 while the alleyways under ‘other’ functional class have the lowest condition (Failed) with a PCI PCI = 85 PCI = 60
PCI = 40 PCI = 20
PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

PAVEMENT CONDITION CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
6 of 25. The area-weighted average PCI for arterials is 57 which represents “Fair” condition. The collectors and residentials have similar PCI of 70 which represents the “Good” condition category. The average overall PCI for the City’s entire network is in the “Fair” condition category (65). The alleyways are in “Failed” condition with a PCI of 25.

Table 2 summarizes the pavement network by condition category and functional classification. Approximately 55.7 percent of the network are in “Good” condition, with approximately 19.1 percent in “Fair” condition. The remaining 25.2 percent are in “Poor” or “Failed” condition.

Figure 3. Network Condition Breakdown by Functional Classification Table 2. Pavement Condition Breakdown by Functional Class Condition
Category PCI Range Arterial(%)
Collector
(%)
Residential
(%)
Alleyway
(%)
Entire
Network
(%)
Good 70-100 2.9 20.5 30.7 1.6 55.7
Fair 50-69 3.7 8.2 7.2 0.0 19.1
Poor 25-49 5.5 0.9 4.0 0.4 10.8
Failed <25 0.5 2.4 5.5 6.0 14.4
Total - 12.6 32.0 47.4 8.0 100.0
PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

PAVEMENT CONDITION CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
7 3.3 PCI COMPARISON WITHIN MCOG AGENCIES
As a comparison, Figure 4 shows the City’s network PCI compared to the agencies in Mendocino County as well as the statewide average PCI. This comparison data was presented as part of the Statewide Needs Assessment3. As illustrated, the City’s network PCI is the highest within MCOG but still 1 point below the statewide average.

Figure 4. Comparison of Network PCI to Statewide Average 3 California Statewide Local Streets and Roads Needs Assessment, Nichols Consulting Engineers Chtd., August 2021.

PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

MAINTENANCE AND REHABILITATION STRATEGIES CITY OF FORT BRAGG FINAL REPORT JANUARY 2022
8 4 Maintenance and Rehabilitation Strategies
Historically, the City has frequently used crack seals, slurry seal, multilayer surface seals and HMA overlays as maintenance and rehabilitation strategies. In general chip seals/slurry seals will be applied to pavements in “Good” condition; multilayer rubberized cape/chip seal or a thin hot mix asphalt (HMA) overlay will be performed on pavements in “Fair” condition; mill with thick or thin HMA overlays will be performed on pavements in “Poor” condition; and reconstruction (FDR with HMA overlay) will be performed when pavements are in “Failed” condition. These M&R strategies were formalized into a decision tree4 (presented in Appendix B), which is instrumental in performing the budget needs analysis and budget scenarios.

Experience and research have shown that it costs much less to maintain pavement in good condition than to repair pavements that have already failed. As shown in Figure 5, by allowing pavements to deteriorate, street that once cost $5.5/square yard (SY) to seal may soon cost $89/SY to overlay, or $114.25/SY to reconstruct. In other words, delaying repairs can significantly increase M&R costs. Note that chip seals can be placed on approximately 21 times as many lane miles as those requiring surface reconstruction.

Figure 5. Costs of Maintaining Pavements Over Time
4 Note: The StreetSaver® “Maintenance and Rehabilitation Decision Tree” divides the “Fair” condition category to separate pavements with primarily non-load-related distresses (e.g., longitudinal cracking) from those with load-related distresses (e.g., fatigue cracking).

Good
Fair
Poor
Failed
40% 75% 90%
Crack Seal w/Slurry Seal
$5.50-$6.50/SY
Multi-layer Surface Seal w/ Digouts or HMA Overlays
$8.00 – $52.25/SY
Thick Mill and HMA Overlay
$89.00 – $118.25/SY
FDR with HMA Overlay
$114.25-144.75/SY
Percent of Pavement Life
Pavement Condition
PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

BUDGET ANALYSES CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
9 5 Budget Analyses
Based on the principle that it costs less to maintain streets in good condition than it does to repair those that have failed, cost-effective PMPs employ strategies that eliminate the deferred maintenance5 and then maintain the network with on-going preventive maintenance. Such strategies bring the network condition to an optimal PCI that can be maintained over time.

The first step in developing such a cost-effective strategy is to determine the total maintenance budget needs of the network. The next step is to conduct alternative budget scenario analyses. In consultation with the City, two funding scenarios were selected for analysis and performed using StreetSaver®:
• Scenario 1: Existing Budget – This scenario assumes the City will spend approximately $1 million per year on pavement M&R for the next ten years. • Scenario 2: Improve PCI to 75– This scenario aims to improve the existing network PCI of 65 to 75 by 2031.

The budget needs analysis and budget scenarios are presented in the following sections. The detailed results of the budget needs analysis are provided in Appendix C. The detailed results of the budget scenarios are provided in Appendix D.

Additionally, maps illustrating the current pavement condition and the projected 2031 pavement condition for each scenario are provided in Appendix E. 5 Deferred maintenance is M&R not performed due to insufficient funding.

PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

BUDGET ANALYSES CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
10 5.1 BUDGET NEEDS ANALYSIS
The total budget needs for the network represents the cost associated with performing M&R treatments at the optimal time – optimal meaning the PCI is maximized and the cost is minimized – over the analysis period. This was done by performing a budget needs analysis in StreetSaver® with an inflation rate of 3 percent for an analysis period of ten years.

The results of the budget needs analysis are presented in Table 3 and Table 4. Table 3 represents the budget needs for the entire network including alleyways. Table 4 represent the budget needs only for the alleyways. The total budget needs for the City for the next ten years is estimated to be $25.3 million (Table 3). As can be seen from the Tables 3 and 4, the alleyways would need six percent of the total budget needs. Of the total budget needs for the entire network, approximately $5.3 million (21 percent) is devoted to preventive maintenance, while the rest is allocated for more costly rehabilitation and reconstruction treatments.

Table 3. Summary Results for Budget Needs Analysis (Entire Network) Year 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 Total Total Budget
Needs ($M) 19.55 0.26 0.88 0.00 0.03 1.98 0.07 2.02 0.20 0.33 25.32 Treated PCI 92 88 87 85 84 86 84 85 85 84 NA
Untreated
PCI 65 62 60 58 56 54 51 49 47 45 NA
Table 4. Summary Results for Budget Needs Analysis (Alleyways) Year 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 Total Budget
Needs ($M)
Alleyways

1.39 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.11 0.00 1.51
Treated PCI
(Alleyways) 99 93 91 89 88 87 85 84 90 88 NA
Untreated
PCI
(Alleyways)
25 23 22 20 20 19 18 17 17 17 NA
If the City follows this ideal, cost-effective strategy, the average network PCI will immediately increase as a large amount of deferred maintenance is addressed in the first year, and then stabilize around mid-80s. This type of budget, that addresses the current deferred maintenance in the first year, is known as front-loaded.

Alternatively, if no maintenance is performed over the next ten years, the PCI will drop to 45. The detailed results of the budget needs analysis are provided in Appendix C.

PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

BUDGET ANALYSES CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
11 5.2 SCENARIO 1: EXISTING FUNDING ($10.0 M/10 YEARS)
This scenario assumes the City will have $1 million to dedicate to pavement M&R each year for the next ten years. As shown in Table 5 and Figure 6, the overall network PCI will be maintained between high-60s and low-70s for next ten years.

The alleyways will be in “Fair” condition with a PCI of 60 by the end of the analysis period. While Table 5 represents budget allocation and the projected PCI for the entire network, Table 6 and Table 7 show the projected budget allocation and project PCI individually for streets and alleyways, respectively. More than half of the network (60.8 percent) will be in “Good” condition with 20.7 percent in “Failed” condition. The deferred maintenance will increase to $30 million by 2031. A list of sections selected for treatment are provided in Appendix F.

Table 5. Summary Results for Scenario 1 (Entire Network) Year
2021
before
work
2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 Total Total
Budget ($M) NA 1.0* 1.0 1.0 1.0 0.9 0.9 1.0 0.6 0.9 0.9 9.2 Treated PCI 65 66 65 64 64 63 62 61 60 59 58 NA
Deferred
Maintenance
($M)
20 18 19 20 20 23 26 26 28 29 30 NA
*Includes planned project in 2022
Table 6. Summary Results for Scenario 1 (Streets)
Year
2021
before
work
2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 Total Budget ($M)
Streets NA 1.0 0.9 1.0 0.9 0.9 0.9 0.9 0.6 0.9 0.9 8.9
Treated PCI
Streets 68 70 69 68 67 66 64 63 62 61 60 NA
Table 7. Summary Results for Scenario 1 (Alleyways)
Year
2021
before
work
2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 Total Budget ($M)
Alleyways
NA 0.00 0.10 0.00 0.10 0.00 0.00 0.10 0.00 0.00 0.00 0.3 Treated PCI
Alleyways
25 25 26 26 28 29 29 32 33 34 35 NA
PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

BUDGET ANALYSES CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
12 Figure 6. PCI vs Deferred Maintenance for Scenario 1 PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

BUDGET ANALYSES CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
13 5.3 SCENARIO 2: IMPROVE PCI TO 75 ($26.7 M/10 YEARS) This scenario aims to improve the network PCI from 64 to 75 by the end of the analysis period. As shown in Table 8 and Figure 7, the financial commitment required to accomplish this goal is $26.7 million over ten years. While Table 8 represents budget allocation and the projected PCI for the entire network, Table 9 and Table 10 show the projected budget allocation and project PCI individually for streets and alleyways, respectively. Both streets and alleyways would be in “Good” condition with a PCI of 74 and 86, respectively. This will result in 84.5 percent of the entire network being “Good” condition with 11 percent, in “Failed” condition. The deferred maintenance will decrease to $11 million by the end of analysis period.

Table 8. Summary Results for Scenario 2 (Entire Network) Year
2021
before
work
2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 Total Total
Budget ($M) NA 0.9* 1.3 0.8 1.1 3.4 4.7 4.1 3.4 4.0 3.0 26.7 Treated PCI 65 66 68 69 68 69 70 72 72 74 75 NA
Deferred
Maintenance
($M)
20 18 18 19 20 20 18 15 14 11 11 NA
*Includes planned project in 2022
Table 9. Summary Results for Scenario 2 (Streets)
Year
2021
before
work
2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 Total Budget ($M)
Streets NA 0.90 0.70 0.10 1.10 3.40 4.70 4.10 3.40 4.00 3.00 25.4 Treated PCI
Streets 68 70 69 67 66 67 69 70 71 73 74 NA
Table 10.Summary Results for Scenario 2 (Alleyways)
Year
2021
before
work
2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 Total Budget ($M)
Alleyways
NA 0.00 0.60 0.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.3 Treated PCI
Alleyways
25 27 58 93 90 89 89 87 87 85 86 NA
PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

BUDGET ANALYSES CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
14 Figure 7. PCI vs Deferred Maintenance for Scenario 2 PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

BUDGET ANALYSES CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
15 5.4 SCENARIO COMPARISONS
Figure 8 graphically compares the annual changes in PCI for each of the scenarios.

As previously noted, the PCI will be maintained between high-50s and mid 60s in Scenario 1 and will be improved to 75 by 2031 in Scenario 2.

Figure 8. Comparison of Annual PCI by Scenario
Figure 9 illustrates the changes in deferred maintenance over time for each scenario.

For Scenario 1, the deferred maintenance will slightly increase to $30 million by the end of analysis period. In Scenarios 2 the deferred maintenance will be almost half by the end of 2031.

PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

BUDGET ANALYSES CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
16 Figure 9. Comparison of Annual Deferred Maintenance by Scenario PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

BUDGET ANALYSES CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
17 Figure 10 illustrates the percent change in pavement condition for each scenario by the end of the analysis period. As noted earlier, currently, 55.7 percent of the network is in “Good” condition, with 25.2 percent in “Poor” or “Failed” condition. Both scenarios will increase the portion of the network in “Good” condition. The portion in “Failed” condition will increase and decrease in Scenarios 1 and 2, respectively. More than half of the entire pavement network (60.8 percent) will be in “Good” condition with 14.4 percent in ‘Failed” condition under Scenario 1. For Scenario 2, the portion of the network in “Good” condition will increase to 84.5 percent and the portion of the network in “Poor” condition will be eliminated.

Figure 10. Comparison of Pavement Condition Breakdown by Scenario PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

CONCLUSION AND RECOMMENDATIONS CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
18 6 Conclusion and Recommendations
In summary, City of Fort Bragg has a substantial investment of $85.4 million in the pavement network. Overall, the City’s streets are in “Fair” condition with a 2021 PCI of 65 which includes the alleyways. Approximately 55.7 percent of the street network is in “Good” condition and 14.4 percent is in “Failed” condition.

The analyses indicate that the City needs to spend approximately $25.3 million on maintenance and rehabilitation over the next ten years to optimally repair all pavement sections, thus bringing the network into a condition that can be maintained with on-going preventive maintenance. In the long run, this strategy will save the City money by preventing future pavement deterioration to levels requiring rehabilitation or reconstruction.

Based on the data collected and the scenarios analyzed and presented in this report, NCE offers the following recommendations.

1. Funding - The primary goal of PMPs should be to offer users a safe and functional pavement network without unduly increasing the maintenance burden in the future. With that in mind, the recommended scenario for the City is Scenario 2, which requires $26.7 million over the next ten years to improve the PCI to 75 by the end of analysis period. This budget allocation will increase the portion of the network in “Good” condition and limit the increase in deferred maintenance.

To address the gap between the City’s existing funding and the recommended scenario, NCE recommends the City pursue additional funding sources.

Potential sources include:

Federal Funding Sources
o Regional Surface Transportation Program (RSTP)
o Surface Transportation Program (STP)
o Congestion Mitigation and Air Quality Improvement Program (CMAQ) o Community Development Block Grants (CDBG)
o Highway Safety Improvement Program (HSIP)
o Federal Emergency Management Agency (FEMA)
State Funding Sources
o Active Transportation Program (ATP), which now includes the Bicycle Transportation Account (BTA) and Safe Routes to Schools (SR2S) o State Transportation Improvement Program (STIP)
o Vehicle License Fees (VLF)
o CalRecycle grants
o State Water Resource Control Board
PAVEMENT MANAGEMENT PROGRAM UPDATE 2021

CONCLUSION AND RECOMMENDATIONS CITY OF FORT BRAGG
FINAL REPORT JANUARY 2022
19 o Transportation Development Act (TDA)
o Traffic Safety Fund
o Transportation Uniform Mitigation Fee (TUMF)
Local/Regional Funding Sources
o Sales tax measure
o Development impact fees
o General funds
o Various assessment districts (lighting, maintenance, flood control, community facilities)
o Traffic impact fees
o Utilities (e.g., stormwater, water, wastewater enterprise funds) o Parcel/property taxes
o Vehicle registration fees
o Vehicle code fines

2. Pavement Management Strategies – Since more than half of City’s streets are currently in “Good” condition, it is important to maintain that condition to the extent possible. Preservation occurs when streets with PCIs higher than 70 receive treatments such as surface seals (slurry, chip, microsurfacing, etc.).

Seals are relatively inexpensive treatments that prevent moisture ingress and thus preserve the integrity of the underlying base material. NCE recommends that the City balance preventive maintenance with rehabilitation and reconstruction projects to preserve pavements in “Good” or “Fair” condition, improve pavements in “Poor” condition, and avoid increasing the deferred maintenance.

3. Reinspection Strategies – In order to make appropriate management decisions based on current data, NCE recommends that the City perform condition inspections on arterials and collectors every 2 years and on residentials at least every 4 to 5 years. Additionally, since StreetSaver® and other prediction models do not yet consider the effect of specialized materials such as asphalt-binders with rubber or polymers, the actual performance of City pavements may not be fully modeled in the analysis. For this additional reason, NCE recommends regular pavement condition surveys to ensure model accuracy and relevance.

4. M&R Decision Tree – NCE recommends that the City annually review and Fwicurrent construction techniques and changing costs. This will ensure that the results for the budget analyses are reliable and as accurate as possible.

Appendix A

SECTION DESCRIPTION INVENTORY
Nichols Consulting Engineers, Chtd.

Section Description Inventory Report
This report lists a variety of section description information for each of the agency’s pavement sections. It lists the street and section identifiers, limits, functional class, surface type, number of lanes, length, width, area, Inspected PCI, and PCI date.

All of the agency’s pavement sections are included in the report. Two versions of the report are provided. The first is sorted alphabetically by Street Name and Section ID and the second report is sorted by descending PCI. The field descriptions in this report are listed below:

COLUMN DESCRIPTION
Street ID
Street Identification - A code up to ten characters/digits to identify the street. Generally, the street name is truncated to six characters. The Street ID should be unique for each street.

Section ID
Section Identification - A code up to ten characters/digits to identify the section number. The Section ID must be unique for each section of one street.

Street Name Street Name - The name of the street as indicated by signs in the field.

Begin Location Beginning limit of the section.

End Location Ending limit of the section.

No. of Lanes Number of travel lanes.

Functional Class
(FC) Functional Classification: Arterial; Collector; Residential; Other Length (ft) Length of the section in feet.

Width (ft) Average width of the section in feet.

Area (sf) Area of section in square feet.

Surface Type
(ST) Surface Type: AC (Asphalt Concrete), ST (Surface Treated), Gravel Last M&R Date The date of last maintenance or rehabilitation Last M&R
Treatment
Type of treatment (maintenance or rehabilitation) received the last time
PCI Date The last inspection date or treatment date (whichever is the latest) PCI Average PCI for the section. The value is based on the last inspection or last treatment (whichever is the latest).

Nichols Consulting Engineers, Chtd.

Section Description Inventory – Sorted by Street Name

STREETS
City of Fort Brag
PCI List by Street Name
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI AIRPOR 001A AIRPORT ROAD C.L. SIGN 0+00 W/C.L. SIGN 5+87 2 Residential/Local 587 22 12,914 AC 6/12/2021 97 AIRPOR 001B AIRPORT ROAD W/C.L. SIGN 5+87 E.EDGE HWY1 @ LIMIT LINE 8+55 2 Residential/Local 268 22 5,896 AC 6/12/2021 97ALGER 001 ALGER ST. N.F.CURB LAUREL 0+00 END OF ST. 5+64 2 Residential/Local 564 22 12,408 AC/AC 7/1/2019 Mill and Overlay 6/12/2021 100 AZALEA 001 AZALEA CIRCLE W.F. CURB S. SANDERSON 0+00 END OF CULDESAC 2 Residential/Local 275 38 10,450 AC 6/10/2021 17BOATYA 001 BOATYARD DR. 5+30 FORM HWY1 0+00 4+32 FROM BEGIN 2 Arterial 432 24 10,368 AC/AC 7/1/2017 Mill and Overlay 6/10/2021 99BOATYA 002 BOATYARD DR. N.SIDE DRIVE WY HARVEST 0+00 N.F. HWY20 7+85 2 Arterial 785 41 32,185 AC/AC 7/1/2017 Mill and Overlay 6/10/2021 50BRANDO 001 BRANDON WAY N.F. CURB E. FIR ST. 0+00 GUARD BARRIER @ WINIFRED 7+28 2 Residential/Local 728 34 24,752 AC 6/10/2021 85CEDAR 001 CEDAR ST. 001 E.F. CURB HAROLD ST. 0+00 END OF CURB 1320 CEDAR 22+75 2 Residential/Local 2,275 27 61,425 AC 1/1/2009 SLURRY SEAL 6/10/2021 59 CEDAR 002 CEDAR ST. 002 END CURB 1320 CEDAR 0+00 1631 EAST PROP. LINE 8+90 2 Residential/Local 350 19 6,650 AC 1/1/2009 SLURRY SEAL 6/10/2021 44CHESTN 001 CHESTNUT ST. E.F. CURB HWY1 0+00 END OF CURB-GUTTER S. SIDEWALK 3 Arterial 498 40 19,920 AC 6/9/2021 8 CHESTN 005 CHESTNUT ST. END CURB-GUTTER@001,0+00 S. WHIPPLE 2 Collector 884 32 28,288 AC/AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/9/2021 84CHESTN 010 CHESTNUT ST. S. WHIPPLE SANDERSON WY 2 Collector 2,937 32 93,984 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 68CHESTN 015 CHESTNUT ST. SANDERSON WY END OF STREET (9+75) 2 Collector 975 32 31,200 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/9/2021 74CELERI 001 CHIEF CELERI DR W OAK ST W ALDER ST 2 Arterial 475 15 7,125 AC 6/10/2021 7DELM 001 DELMAR DR OCEAN VIEW DR END NORTH 2 Residential/Local 755 21 15,855 ST 6/10/2021 84DELM 002 DELMAR DR OCEAN VIEW DR END SOUTH 2 Residential/Local 242 30 7,260 AC 6/10/2021 89DENNIS 001 DENNISON LANE S.EDGE OF PAVEMANT 0+00 N.W.PROP LN. STANLEY 8+53 2 Residential/Local 853 14 11,942 AC 6/15/2021 47DICKWI 001 DICKWILLIAMS WAY DANA ST END AT CDS 2 Residential/Local 185 28 5,180 AC 6/15/2021 11DUBOIS 001 DUBOIS LANE S.F. CURB WALNUT 0+00 END OF PAVEMENT 2+07 2 Residential/Local 207 25 5,175 AC/AC 7/1/2019 Mill and Overlay 6/9/2021 100 EALDER 001 EAST ALDER 001 E.F CURB HWY 1 0+00 W.F.CURB N.FRANKLIN ST. 3+40 1 Collector 340 43 14,620 AC 1/1/2009 RECONSTRUCT SURFACE (AC) 6/10/2021 84 EALDER 002A EAST ALDER 002 E.F.CURB S.FRANKLIN 0+00 HAROLD 1 Collector 1,584 43 68,112 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 75EALDER 002B EAST ALDER 002 HAROLD @HYDRANT END OF ST. 28+45 1 Residential/Local 1,261 43 54,223 AC 1/1/2009 RUBB CHIP SEAL/SLURRY 6/10/2021 82 EBUSH 001 EAST BUSH ST. W.F. CURB BRANDON WAY 0+00 ES.ALLEY PRKINS&HARISON 12+23 2 Residential/Local 471 33 15,543 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 95EBUSH 005 EAST BUSH ST. ES.ALLEY PRKINSHARISON 0+00 N. FRANKLIN ST 2 Residential/Local 890 43 38,270 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 89EBUSH 010 EAST BUSH ST. N. FRANKLIN ST E.F. CURB HWY1 12+23 2 Residential/Local 345 43 14,835 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 93ECYPRES 001 EAST CYPRESS ST. 001 END OF KEMPEE @ VALVE BOX 0+0 W.F.CURB RIVER DRV 12+96 2 Collector 1,296 40 51,840 AC/AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 82ECYPRES 002 EAST CYPRESS ST. 002 W.F.CURB RIVER DRV.0+00 E.SIDE G.P. HAUL RD. 8+13 2 Collector 813 40 32,520 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 21ECYPRES 003 EAST CYPRESS ST. 003 E.SIDE G.P. HAUL RD.0+00 E.F. HWY1 6+80 2 Collector 680 43 29,240 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 54EELM 001 EAST ELM ST. E.F.@ HWY1 0+00 W.F. CURB N FRANKLIN ST 3+25 2 Collector 325 44 14,300 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/11/2021 77EFIR 001 EAST FIR ST. 001 E.F.CURB @ N FRANKLIN ST E.F.CURB HAROLD 17+45 2 Collector 1,745 43 75,035 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/11/2021 78EFIR 002 EAST FIR ST. 002 E.F.CURB @ HWY 1 0+00 RR TRACKS 2 Collector 142 44 6,248 AC 1/1/2009 RECONSTRUCT SURFACE (AC) 6/11/2021 36EFIR 003 EAST FIR ST. 002 RR TRACKS W.F.CURB H FRANKLIN 2 Collector 192 44 8,448 AC/AC 7/1/2019 Mill and Overlay 6/11/2021 100ELAURE 002 EAST LAUREL 002 E.F.CURB N.HARRISON 0+00 W.F.CURB N.HAROLD 10+05 2 Collector 1,005 40 40,200 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/12/2021 76ELAURE 001 EAST LAUREL ST. 001 E.F. CURB HWY1 0+00 W.F. CURB HARRISON ST 9+25 2 Collector 925 45 41,625 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 88ELAURE 005 EAST LAUREL ST.003 W.F. CURB N. HAROLD 0+00 MORROW ST 2 Residential/Local 412 40 16,480 AC 6/12/2021 91 ELAURE 010 EAST LAUREL ST.003 MORROW ST W.F. CURB END ST. @PARK 8+30 2 Residential/Local 413 40 16,520 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 90OAK 001 EAST OAK ST. 001 E.F. CURB HWY 1 0+00 W.F.CURB McKINLEY 32+25 2 Arterial 3,225 45 145,125 AC 1/1/2009 SLURRY SEAL 6/9/2021 82 OAK 002 EAST OAK ST. 002 E.F. CURB McKINLEY ST. 0+00 BACK E.SIDE SDWLK. DANA 17+25 2 Residential/Local 1,725 40 69,000 AC 1/1/2009 SLURRY SEAL 6/10/2021 78 OAK 003 EAST OAK ST. 003 BACK E.SIDE SDWLK DANA 0+00 CITY LIMIT SIGN OAK 16+10 2 Residential/Local 1,610 24 38,640 AC 1/1/2009 SLURRY SEAL 6/10/2021 62

City of Fort Brag
PCI List by Street Name
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI EPINE 005 EAST PINE ST. N.F. CURB HWY1 0+00 CORRY ST 2 Collector 1,574 43 67,682 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/15/2021 53EPINE 010 EAST PINE ST. CORRY ST W.F. CURB HAROLD ST 19+30 2 Collector 356 43 15,308 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/15/2021 80ESPRUC 001 EAST SPRUCE ST. E.F. CURB HWY1 0+00 CEMETARY GATE 5+07 2 Residential/Local 507 45 22,815 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 50EBBING 001 EBBING WAY S.F. CURB CHESTNUT 0+00 END OF CULDESAC 5+62 2 Residential/Local 562 37 20,794 AC 6/9/2021 95EDDY 001 EDDY ST. W.F. CURB S SANDERSON 0+00 END OF STREET 3+18 2 Residential/Local 318 41 13,038 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/9/2021 83ESPEY 001 ESPEY WAY S.F. CURB WALNUT ST 0+00 END OF PAVEMENT 2+58 2 Residential/Local 258 36 9,288 AC/AC 7/1/2019 Mill and Overlay 6/9/2021 100 FERN 001 FERN AVE. E.F. CURB MORROW ST 0+00 E.F. CURB END OF ST. 3+22 2 Residential/Local 322 29 9,338 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 95FLOREN 001 FLORENCE ST. S.F. CURB OAK 0+00 N.F. CURB WILLOW ST. 6+03 2 Residential/Local 603 31 18,693 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 83FRONTA 001 FRONTAGE ROAD(UNNAMED) N.END @ LIMIT LINE 0+00 N.F. CURB OCEAN VIEW. W 6+80 2 Residential/Local 680 24 16,320 AC 6/16/2021 60 GLASSB 001 GLASSBEACH DR WEST ELM ST END AT BRIDGE 2 Residential/Local 2,199 33 72,567 AC 6/11/2021 59GROVE 001 GROVE ST. N.F. CURB WALNUT 0+00 S.F. CURB CHESTNUT ST 6+25 2 Residential/Local 625 30 18,750 AC 1/1/2009 SLURRY SEAL 6/14/2021 95 HALSEY 001 HALSEY WAY E.F. CURB McKINLEY ST.0+00 E.F. CURB HALSY WAY 2+85 2 Residential/Local 285 32 9,120 AC/AC 7/1/2019 Mill and Overlay 6/12/2021 100 HARAV 001 HARBOR AVE OCEAN VIEW DR SOUTH END 2 Residential/Local 90 39 3,510 AC/AC 6/10/2021 50 HARAV 002 HARBOR AVE OCEAN VIEW DR NORTH END 2 Residential/Local 140 32 4,480 AC/AC 6/10/2021 34HAZEL 001 HAZEL ST. E.F CURB HWY1 0+00 W.F.CURB S.FRANKLIN 3+40 2 Residential/Local 340 32 10,880 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 52HAZEL 002 HAZEL ST. E.F.CURB S. FRANKLIN 0+00 W.F.CURB S.McPHERSON 3+15 2 Residential/Local 315 32 10,080 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 95HAZEL 003 HAZEL ST. E.F.CURB S. McPHERSON 0+00 W.F.CURB S.HARRISON 2+95 2 Residential/Local 295 27 7,965 AC 6/10/2021 100HAZEL 004 HAZEL ST. S HARRISON ST EST END 1 Residential/Local 155 12 1,860 AC 6/10/2021 7HAZELW 001 HAZELWOOD ST. S.F. SOUTH ST. 0+00 HYDRANT @ END OF ST.3+60 2 Residential/Local 360 28 10,080 AC 6/14/2021 65HOCKER 001 HOCKER LANE S.F.SIDEWALK OAK ST.0+00 END OF CULDESAC 6+26 2 Residential/Local 777 36 27,972 AC 6/12/2021 20 HOLMES 001 HOLMES LANE E.F. CURB OLD HAUL ROAD 0+00 W.F. CURB STEWART ST. 5+60 2 Residential/Local 560 36 20,160 AC 6/11/2021 37HOWLAN 001 HOWLAND CT. N.F. CURB OAK ST.0+00 END OF CULDESAC 2+30 2 Residential/Local 230 36 8,280 AC 6/12/2021 30JEWETT 001 JEWETT ST. S.F.SIDEWALK OAK ST.0+00 END OF CULDESAC 5+36 2 Residential/Local 536 39 20,904 AC 1/1/2009 SLURRY SEAL 6/12/2021 73 JOHNCIMO 001 JOHN CIMOLINO WAY STEWART ST END 2 Residential/Local 286 36 10,296 AC 6/11/2021 50KEMPPE 005 KEMPEE WAY E.F. HOSPITAL WY 0+00 433 FT E/O HOSPITAL WY 2 Residential/Local 433 37 16,021 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 96KEMPPE 010 KEMPEE WAY 433 FT E/O HOSPITAL WY N. OF VALVE BOX 9+35 2 Residential/Local 502 37 18,574 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 60LIVING 001 LIVINGSTON ST. S.F.CURB OAK 0+00 N.F.CURB WILLOW ST.6+17 2 Residential/Local 617 35 21,595 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/14/2021 73 LONNE 001 LONNE WAY E.F. SNADERSON 0+00 END OF CULDESAC 4+87 2 Residential/Local 487 32 15,584 AC 6/9/2021 44MADRON 001 MADRONE ST. 001 E.F.CURB @ HWY 1 0+00 W.F.CURB @ McPHERSON ST.6+50 2 Residential/Local 650 43 27,950 AC 6/10/2021 68MADRON 005 MADRONE ST. 002 E.F. CURB @S MCPHERSON ST 0+00 CORRY ST 2 Residential/Local 900 44 39,600 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 93MADRON 010 MADRONE ST. 002 CORRY ST W.F. CURB @ HAROLD 13+00 2 Residential/Local 400 44 17,600 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 64MANZAN 001 MANZANITA ST. W.F. CURB N. FRANKLIN ST.0+00 E.F. CURB HWY1 3+30 2 Residential/Local 330 26 8,580 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 70MAPLE 001A MAPLE ST. 001 W.F.CURB S.LINCOLN 0+00 S.HAROLD 2 Collector 640 45 28,800 AC 12/10/2021 100 MAPLE 001B MAPLE ST. 001 S.HAROLD ALLEY BETWN WHIPPLE HARRISON 2 Collector 1,000 45 45,000 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 71MAPLE 005A MAPLE ST. 005 ALLEY BETWN WHIPPLE HARRISON S. FRANKLIN 2 Collector 900 49 44,100 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 70MAPLE 005B MAPLE ST. 005 S. FRANKLIN E.F. CURB HWY 1 2 Collector 400 49 19,600 AC 6/10/2021 82McKINL 001 McKINLEY ST. N.F. CURB OAK ST. 0+00 S.F. CURB E.ALDER ST, 4+10 2 Residential/Local 410 32 13,120 AC 6/12/2021 6 MINNES 001 MINNESOTA AVE. S.F. CURB CHESTNUT ST. 0+00 CITY LIMITS 6+30 2 Residential/Local 630 32 20,160 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/9/2021 92

City of Fort Brag
PCI List by Street Name
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI MORROW 001 MORROW ST. 001 N.F. CURB OAK ST.0+00 S.F. CURB CEDAR 6+54 2 Residential/Local 654 34 22,236 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/15/2021 95MORROW 002 MORROW ST. 002 N.F. CURB CEDAR ST.0+00 S.F. CURB LAUREL 6+56 2 Residential/Local 656 42 27,552 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/15/2021 94MYRTLE 001 MYRTLE ST. S.F. N. HARBOR DR. 0+00 S.EDGE SOUTH ST. 5+55 2 Residential/Local 555 26 14,430 AC 6/11/2021 100NANCY 001 NANCY WAY N.F.CURB CEDAR 0+00 END OF PAVEMENT @ OSPREY 2+66 2 Residential/Local 266 31 8,246 AC 6/15/2021 55NESS 001 NESS AVE. E.F. CURB SANDERSON WAY 0+00 E. P.L. 111 NESS FENCE 2+45 2 Residential/Local 245 22 5,390 AC 6/12/2021 100NCORRY 001 NORTH CORRY ST. N.F.CURB OAK ST.0+00 S.F.CURB FIR ST. 22+47 2 Residential/Local 2,247 42 94,374 AC 6/10/2021 80 NDANA 001 NORTH DANA ST EAST OAK ST END 2 Residential/Local 319 28 8,932 AC 6/12/2021 61NFRANK 001 NORTH FRANKLIN ST. 001 N.F.CURB @ E.ALDER 0+00 S.F.CURB @ E. FIR 17+77 2 Arterial 1,777 43 76,411 AC 6/1/2013 4" DIGOUTS 6/14/2021 63 NFRANK 002 NORTH FRANKLIN ST. 002 S.F.CURB @ E.FIR 0+00 N.F.CURB @ E. BUSH 5+35 2 Arterial 535 43 23,005 AC 6/1/2013 4" DIGOUTS 6/14/2021 51 NFRANK 003 NORTH FRANKLIN ST. 003 N.F.CURB @ E.BUSH 0+00 AC BURM @ END OF NORTH 13+51 2 Arterial 1,351 43 58,093 AC 6/1/2013 4" DIGOUTS 6/14/2021 35 NFRANK 004 NORTH FRANKLIN ST. 004 N.F.CURB @ OAK ST 0+00 N.F.CURB @ E.ALDER ST. 4+70 2 Arterial 470 43 20,210 AC 6/1/2013 4" DIGOUTS 6/14/2021 60 NHARBO 001 NORTH HARBOR DRIVE 001 CITY LIMITS @GUARD RAIL 0+00 E.F.CURB S. FRANKLIN 19+90 2 Residential/Local 1,990 28 55,720 AC 6/11/2021 73NHARBO 002 NORTH HARBOR DRIVE 002 E.F.CURB S FRANKLIN ST. 0+00 E.F.CURB HWY 1 4+55 2 Residential/Local 455 32 14,560 AC 6/11/2021 82NHAROL 001 NORTH HAROLD ST. 001 END OF PAVEMENT 0+00 N.S.DRVWY BEHIND M.SCHOOL3+16 2 Residential/Local 316 28 8,848 AC/AC 7/1/2019 Mill and Overlay 6/11/2021 100 NHAROL 002 NORTH HAROLD ST. 002 N.SIDE M.S.SCH.DRVWAY 0+00 N.CURB @ FIR ST.2+85 2 Residential/Local 285 40 11,400 AC/AC 7/1/2019 Mill and Overlay 6/11/2021 100NHAROL 005 NORTH HAROLD ST. 005 S.F. CURB FIR ST 0+00 LAUREL ST 2 Collector 920 52 47,840 AC 8/1/2011 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 81NHAROL 007 NORTH HAROLD ST. 005 ALDER ST N.F. CURB OAK ST 2 Collector 400 52 20,800 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/11/2021 60NHAROL 006 NORTH HAROLD ST. 006 LAUREL ST ALDER ST 2 Collector 920 52 47,840 AC/AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/11/2021 75NHARRI 001A NORTH HARRISON ST. N.EDGE PAVEMENT @END ST0+00 REDWOOD AVE (EAST) 2 Collector 2,256 44 99,264 AC 6/15/2021 82 NHARRI 001B NORTH HARRISON ST. REDWOOD AVE (EAST) N.F. CURB OAK ST 2 Collector 1,056 44 46,464 AC 6/15/2021 72NMcPHE 001 NORTH McPHERSON ST. N.F. CURB OAK ST. 0+00 S.F. CURB BUSH ST. 27+08 2 Collector 2,708 44 119,152 AC 6/15/2021 80NSANDE 001 NORTH SANDERSON WAY 001 N.F. CURB OAK ST.0+00 S.F. CURB CEDAR 6+31 2 Residential/Local 631 29 18,299 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 93 NSANDE 002 NORTH SANDERSON WAY 002 N.F. CURB CEDAR ST.0+00 S. P.L. 222 N SANDERSON 7+27 2 Residential/Local 727 20 14,540 AC/AC 7/1/2017 Mill and Overlay 6/12/2021 100 NWHIPP 001 NORTH WHIPPLE ST. N.F.CURB OAK ST.0+00 ALDER ST 2 Residential/Local 450 44 19,800 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/11/2021 40NWHIPP 002 NORTH WHIPPLE ST. ALDER ST S.F.CURB FIR ST. 2 Residential/Local 1,850 44 81,400 AC 6/11/2021 85NLINCO 001 NORTH. LINCOLN ST. N.F. CURB OAK ST. 0+00 S.F. CURB CEDAR ST. 6+52 2 Residential/Local 652 25 16,300 AC 6/12/2021 4NOYOHI 001 NOYO HIEGHTS DRIVE W.F. CURB SANDERSON 0+00 END OF CULDESAC 4+15 2 Residential/Local 415 36 14,940 AC 6/9/2021 36NOYOPT 001 NOYO POINT RD CYPRESS ST END AT LOT 2 Residential/Local 1,828 24 43,872 AC 6/15/2021 98 OAKTER 001 OAK TERRACE COURT N.F. CURB OAK ST. 0+00 END OF ST. 3+38 2 Residential/Local 338 36 12,168 AC 1/1/2009 SLURRY SEAL 6/12/2021 86 OCEANV 003 OCEAN VIEW DRV.EAST 003 E.F. CURB HWY 1 0+00 5+30 FROM HWY1 2 Residential/Local 530 26 13,780 AC 6/10/2021 83OCEANV 001 OCEAN VIEW DRV.WEST 001 W.F. CURB HWY1 0+00 4+18 FROM W.F. HWY1 2 Residential/Local 418 36 15,048 AC/AC 8/1/2013 AC OVERLAY 2 INCHES 6/10/2021 69 OCEANV 002 OCEAN VIEW DRV.WEST 002 4+18 FROM HWY 1 0+00 C.L. 4+58 2 Residential/Local 458 28 12,824 AC/AC 8/1/2013 AC OVERLAY 2 INCHES 6/10/2021 10 OLSEN 001 OLSEN LANE S.F. CURB CHESTNUT 0+00 END OF ST. 6+52 2 Residential/Local 652 28 18,256 AC/AC 7/1/2019 Mill and Overlay 6/9/2021 100 PARK 001 PARK ST. 001 S.F. CURB OAK 0+00 N.F.CURB WILLOW 6+00 1 Residential/Local 600 25 15,000 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/14/2021 56 PARK 002 PARK ST. 002 S.F. CURB WILLOW 0+00 WHERE ST.NARROWS 300 BLK 5+68 2 Residential/Local 568 28 15,904 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 82PARK 003 PARK ST. 003 END OF 002 0+00 END OF ST. 1+45 1 Residential/Local 145 14 2,030 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 67PENITE 001 PENITENTI WAY W.F. CURB S.SANDERSON 0+00 END OF CULDESAC 2+75 2 Residential/Local 275 38 10,450 AC 6/9/2021 18PERKIN 001 PERKINS WAY N.F. CURB E. FIR ST. 0+00 @ DEAD END10+53 2 Residential/Local 1,053 33 34,749 AC 6/11/2021 80PUDDIN 001 PUDDING CREEK RD. C.L SIGN0+00 E.F. HWY1 @ LIMIT LINE 9+55 2 Residential/Local 955 23 21,965 AC 6/1/2010 RECONSTRUCT SURFACE (AC) 6/11/2021 90 RASSMU 001 RASSMUSSEN LANE N EDGE CEDAR 0+00 END OF GOOD PAVEMENT 4+55 2 Residential/Local 455 13 5,915 AC/AC 7/1/2019 Mill and Overlay 6/12/2021 100EREDWO 005 REDWOOD AVE (EAST) 001 E.F. CURB HWY 1 N. HAROLD ST 2 Arterial 1,929 44 84,876 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 71EREDWO 010 REDWOOD AVE (EAST) 001 N. HAROLD ST E.F. MORROW ST 2 Residential/Local 401 44 17,644 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 93RIVER 001 RIVER DRIVE N.F. RIVER DR. 0+00 N. CURB HOSPITAL DR. 5+15 2 Residential/Local 515 44 22,660 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 95SNUGH 001 SNUG HARBOR PLACE OCEAN VIEW DR SOUTH END 2 Residential/Local 110 19 2,090 AC 6/15/2021 96

City of Fort Brag
PCI List by Street Name
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI SCORRY 001 SOUTH CORRY ST. 001 N.F. CURB CHESTNUT ST. 0+00 S.F. CURB OAK ST.19+37 2 Residential/Local 1,937 38 73,606 AC 6/9/2021 95 SDANA 001 SOUTH DANA ST. N.F. CUEB CHESTNUT ST 0+00 S.F. CURB OAK ST. 19+00 2 Collector 1,900 40 76,000 AC 8/1/2011 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 92 SFRANK 001 SOUTH FRANKLIN ST. 001 S.F. CURB OAK ST. 0+00 N.F. CURB CYPRESS 32+20 2 Arterial 3,220 43 138,460 AC/AC 7/1/2017 Mill and Overlay 6/14/2021 51 SFRANK 002 SOUTH FRANKLIN ST. 002 N.F.CURB @ CYPRESS 0+00 N.F.CURB @ SOUTH 8+63 2 Arterial 863 43 37,109 AC/AC 7/1/2017 Mill and Overlay 6/14/2021 44SFRANK 003 SOUTH FRANKLIN ST. 003 N.F.CURB @ SOUTH 0+00 N.F.CURB @ S.HARBOR 5+65 2 Arterial 565 43 24,295 AC/AC 7/1/2019 Mill and Overlay 6/14/2021 61SHAROL 001 SOUTH HAROLD ST. 001 S.F. CURB OAK ST. 0+00 N.F. CURB MAPLE ST 8+76 2 Collector 876 52 45,552 AC 6/14/2021 50 SHAROL 002 SOUTH HAROLD ST. 002 S.F. MAPLE ST. 0+00 N.F. CURB CHESTNUT ST. 9+75 2 Residential/Local 975 20 19,500 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/14/2021 94 SHAROL 003 SOUTH HAROLD ST. 003 S.F. CHESTNUT ST 0+00 END OF ST,@W.POWER POLE 5+00 2 Residential/Local 620 16 9,920 AC 6/14/2021 14 SHARRI 001 SOUTH HARRISON ST. N.F. CURB WALNUT ST. 0+00 S.F. CURB OAK ST. 25+45 2 Collector 2,545 44 111,980 AC 1/1/2009 SLURRY SEAL 6/15/2021 65 SLINCO 005 SOUTH LINCOLN ST. N.F. CURB CHESTNUT ST MAPLE ST 2 Collector 1,069 55 58,795 AC 6/14/2021 27 SLINCO 015A SOUTH LINCOLN ST. MAPLE ST WILLOW ST 2 Collector 282 30 8,460 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 70 SLINCO 015B SOUTH LINCOLN ST. WILLOW ST S.F. CURB OAK ST 2 Residential/Local 494 30 14,820 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 93SMcPHE 001 SOUTH McPHERSON ST. S.F. CURB OAK ST. MADRONE 2 Collector 436 44 19,184 AC 6/15/2021 95 SMcPHE 002 SOUTH McPHERSON ST. MADRONE MAPLE 2 Collector 422 44 18,568 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/15/2021 53 SMcPHE 003 SOUTH McPHERSON ST. MAPLE N.F. CURB CHESTNUT ST. 2 Collector 1,042 44 45,848 AC 6/15/2021 91 SSANDE 001 SOUTH SANDERSON ST. 001 N.F. CURB CHESTNUT ST 0+00 S.F. CURB OAK ST 19+15 2 Collector 1,915 40 76,600 AC 6/9/2021 92SSANDE 005 SOUTH SANDERSON ST. 002 END OF W. SIDEWALK 0+00 412 FT N/O END OF W. SIDEWALK 2 Residential/Local 412 30 12,360 AC 6/9/2021 93SSANDE 010 SOUTH SANDERSON ST. 002 412 FT N/O END OF W. SIDEWALK S.F. CURB CHESTNUT ST 1040 2 Residential/Local 628 30 18,840 AC 6/9/2021 85SOUTH 005 SOUTH ST. 005 E. EDGE VALLEY GUTTER HWY 1 HAZELWOOD ST 2 Collector 1,218 38 46,284 AC 6/14/2021 81SOUTH 010 SOUTH ST. 010 HAZELWOOD ST PAVT CHANGE 2 Residential/Local 447 38 16,986 AC 6/14/2021 93SOUTH 015 SOUTH ST. 015 END OF GD. PAVEMENT 0+00 @001 S.EAST P.L. ROSSI RES. 4+30 2 Residential/Local 430 22 9,460 GRAVEL -- SWHIPP 001 SOUTH WHIPPLE ST. 001 S.F. CURB OAK ST. 0+00 N.SIDE HAZEL RT. OF WAY 12+55 2 Residential/Local 1,255 41 51,455 AC 6/9/2021 89SWHIPP 002 SOUTH WHIPPLE ST. 002 N.SIDE HAZEL RT OF WAY 0+00 N.F. CURB WALNUT ST.12+85 2 Residential/Local 1,285 32 41,120 AC 1/1/2009 SLURRY SEAL 6/9/2021 83 SPRING 001 SPRING ST. S.F. CURB CHESTNUT ST 0+00 END OF PAVEMENT 5+04 2 Residential/Local 504 30 15,120 AC/AC 7/1/2019 Mill and Overlay 6/14/2021 100 STEWCI 001 STEWART CIRCLE W.F. CURB STEWART 0+00 END OF CIRCLE 0+95 2 Residential/Local 95 90 9,000 AC 6/11/2021 39STEWAR 001 STEWART ST. 001 E.F. CURB OLD HAUL RD. 0+00 N.F. CURB ELM ST 13+30 2 Residential/Local 1,330 40 53,200 AC 6/11/2021 34STEWAR 002 STEWART ST. 002 S.F. CURB W. ELM 0+00 SPRUCE 2 Residential/Local 413 43 17,759 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/11/2021 54STEWAR 003 STEWART ST. 003 SPRUCE N.F. CURB PINE ST 16+90 2 Residential/Local 1,380 43 59,340 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 86SUSIE 001 SUSIE COURT N.F. CURB CHESTNUT ST 0+00 END OF CULDESAC 5+48 2 Residential/Local 548 36 19,728 AC 6/14/2021 26TAUBOL 001 TAUBOLD COURT E.F. CURB DANA 0+00 END OF CULDESAC 2+31 2 Residential/Local 231 32 7,392 AC 1/1/2009 SLURRY SEAL 6/12/2021 25 TEMLN 001 TEMPLE LN FORT-BRAGG SHERWOOD RD NORTH END 2 Residential/Local 350 18 6,300 GRAVEL -- WALL 001A WALL ST. 001 S.F.CURB OAK ST 0+00 WILLOW 2 Residential/Local 660 38 25,080 AC/AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/9/2021 95WALL 001B WALL ST. 001 WILLOW N.F.CURB@ALLEY ST 13+50 2 Residential/Local 650 38 24,700 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/9/2021 80WALL 002 WALL ST. 002 E.F. CURB @ ALLEY 0+00 N.F. CURB CHESTNUT ST. 2 Residential/Local 700 38 26,600 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/9/2021 82WALNUT 003 WALNUT ST. W.F.CURB S.FRANKLIN 0+00 E.F.CURB HWY1 3+54 2 Residential/Local 354 43 15,222 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/14/2021 40WALNUT 004 WALNUT ST. GROVE ST EAST END 2 Residential/Local 188 43 8,084 AC/AC 6/14/2021 52 WALNUT 001 WALNUT ST. 001 W.F.CURB GROVE 0+00 WHIPPLE 2 Residential/Local 340 39 13,260 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 63WALNUT 002 WALNUT ST. 002 WHIPPLE E.F.CURB S.FRANKLIN ST. 8+40 2 Residential/Local 1,041 30 31,230 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/14/2021 7 WALDER 001 WEST ALDER ST. W.P.L. N. COAST PLMB. 0+00 W.F. HWY1 1+50 2 Residential/Local 150 43 6,450 AC 6/15/2021 100WBUSH 001 WEST BUSH ST. E.F. SIDEWALK @ ALLEY 0+00 W.F. HWY1 8+15 2 Residential/Local 815 43 35,045 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 92WCYPST 001 WEST CYPRESS WEST END S MAIN ST 2 Collector 165 50 8,250 AC 6/10/2021 53 WELM 001 WEST ELM ST. W.F. CURB HWY1 0+00 W.EDGE PAVEMENT 10+30 2 Collector 1,030 43 44,290 AC 8/1/2011 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 75WFIR 001 WEST FIR ST. E.F.@ ALLEY 0+00 W.F. HWY1 8+25 2 Collector 900 43 38,700 AC 6/11/2021 7WLAURE 001 WEST LAUREL ST. END OF CURB N. SIDE 0+00 W.F. CURB HWY1 1+55 2 Residential/Local 155 43 6,665 AC 1/1/2009 RECONSTRUCT SURFACE (AC) 6/15/2021 97 WOAKST 001 WEST OAK ST. CHIEF CELERI DR S MAIN ST 2 Arterial 200 45 9,000 AC 6/14/2021 34 WPINE 001 WEST PINE ST. E.F. ALLEY 0+00 END SIDEWALK N.SIDE 6+17 2 Residential/Local 617 43 26,531 AC 6/11/2021 93WPINE 002 WEST PINE ST. END SIDE WALK N.SIDE 0+00 W.F. CURB HWY 1 2+58 2 Collector 258 43 11,094 AC 6/11/2021 81

City of Fort Brag
PCI List by Street Name
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI WREDWO 001 WEST REDWOOD AVE. WEST EDGE ALLEY 0+00 W.F. CURB HWY1 1+85 2 Residential/Local 185 44 8,140 AC 6/15/2021 98WSPRUC 001 WEST SPRUCE ST. W.F. CURB WEST ST. 0+00 W.F. HWY1 7+10 2 Residential/Local 710 43 30,530 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 95WEST 001 WEST ST. N.F. CURB PINE ST. 0+00 S.F. CURB SPRUCE ST. 16+24 2 Residential/Local 1,380 43 59,340 AC 6/11/2021 3WILLOW 001 WILLOW ST. 001 W.F.CURB S.SANDERSON 0+00 E.EDGE ALLEY LIVINGSTON 6+23 2 Residential/Local 623 32 19,936 AC 6/10/2021 68WILLOW 002 WILLOW ST. 002 E.EDGE ALLEY LIVINGSTON 0+00 E.F.CURB S LINCOLN 6+00 2 Residential/Local 600 42 25,200 AC 6/10/2021 18WILLOW 003 WILLOW ST. 003 E.F.CURB S.LINCOLN 0+00 E.F.CURB S HAROLD 6+36 2 Residential/Local 636 32 20,352 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/10/2021 21 WINNIF 001 WINNIFRED ST. W. EDGE OF PAVEMENT 0+00 E.F. CURB BRANDON WAY 8+42 2 Residential/Local 842 34 28,628 AC 6/11/2021 0WOODLA 001 WOODLAND DRIVE S.F. CURB CHESTNUT ST. 0+00 END CULDESAC 5+55 2 Residential/Local 555 38 21,090 AC 6/9/2021 93WOODWA 001 WOODWARD ST. S EDGE SOUTH ST. 0+00 END ST. @ NAIL 6+50 2 Residential/Local 650 26 16,900 AC/AC 7/1/2019 Mill and Overlay 6/11/2021 100

ALLEYWAYS
City of Fort Bragg
PCI List by Alleyways Name
2021 PMP Update
Street ID Section ID Alleyways Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type PCI/M&R Date PCI N100D N100D1 N100D E OAK ST E ALDER ST 2 Other (Alleyways) 417 20 8340 AC 7/31/2021 23 N100E N100E1 N100E E OAK ST E ALDER ST 2 Other (Alleyways) 413 16 6608 AC 7/31/2021 8N100F N100F1 N100F E OAK ST E ALDER ST 2 Other (Alleyways) 413 14 5782 GRAVEL - -N100H N100H1 N100H E OAK ST E ALDER ST 2 Other (Alleyways) 414 16 6624 AC 7/31/2021 4N100J N100J1 N100J E OAK ST E ALDER ST 2 Other (Alleyways) 418 16 6688 AC 7/31/2021 0N100K N100K1 N100K E OAK ST E ALDER ST 2 Other (Alleyways) 420 16 6720 GRAVEL - -N100L N100L1 N100L E OAK ST E ALDER ST 2 Other (Alleyways) 428 14 5992 GRAVEL - -N101C N101C1 N101C W OAK ST W ALDER ST 2 Other (Alleyways) 420 16 6720 AC 7/31/2021 19N101G N101G1 N101G E OAK ST 300' N/O E OAK ST 2 Other (Alleyways) 300 16 4800 GRAVEL - -N102C N102C1 N102C N101C MAIN ST 2 Other (Alleyways) 146 26 3796 AC 7/31/2021 18N102G N102G1 N102G 300 N/O E OAK ST E ALDER ST 2 Other (Alleyways) 117 16 1872 AC 12/10/2021 100N200C N200C1 N200C W ALDER ST W REDWOOD AVE 2 Other (Alleyways) 439 17 7463 AC 8/2/2021 11N200D N200D1 N200D E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 405 18 7290 AC 7/31/2021 22N200E N200E1 N200E E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 418 12 5016 PCC 8/2/2021 100N200F N200F1 N200F E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 407 14 5698 AC 7/31/2021 6N200G N200G1 N200G E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 423 14 5922 GRAVEL - -N200H N200H1 N200H E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 424 14 5936 AC 7/31/2021 4N200J N200J1 N200J E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 425 16 6800 AC 8/4/2021 0N200K N200K1 N200K CEDAR ST E REDWOOD AVE 2 Other (Alleyways) 194 14 2716 GRAVEL - -N200L N200L1 N200L MORROW ST E END 2 Other (Alleyways) 200 12 2400 GRAVEL - -N300D N300D1 N300D E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 413 18 7434 AC 7/31/2021 8N300E N300E1 N300E E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 416 18 7488 AC 7/31/2021 100N300F N300F1 N300F E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 414 14 5796 AC 7/31/2021 0N300G N300G1 N300G E REDWOOD AVE N END 2 Other (Alleyways) 168 14 2352 GRAVEL - -N300H N300H1 N300H E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 426 16 6816 AC 7/31/2021 4N300J N300J1 N300J E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 419 16 6704 AC 7/31/2021 8N300K N300K1 N300K E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 431 16 6896 GRAVEL - -N400D N400D1 N400D E LAUREL ST E PINE ST 2 Other (Alleyways) 410 20 8200 AC 7/31/2021 0N400E N400E1 N400E E LAUREL ST E PINE ST 1 Other (Alleyways) 426 18 7668 AC 7/31/2021 1N400F N400F1 N400F E LAUREL ST E PINE ST 2 Other (Alleyways) 426 16 6816 GRAVEL - -N400H N400H1 N400H E LAUREL ST E PINE ST 2 Other (Alleyways) 414 16 6624 AC 7/31/2021 4N400J N400J1 N400J E LAUREL ST E PINE ST 2 Other (Alleyways) 424 16 6784 AC 7/31/2021 3N401G N401G1 N401G 214' N/O LAUREL ST E PINE ST 2 Other (Alleyways) 206 14 2884 AC 7/31/2021 22N402G N402G1 N402G E LAUREL ST 214' N/O LAUREL ST 2 Other (Alleyways) 214 14 2996 AC 8/4/2021 1N500A N500A1 N500A W PINE ST W FIR ST 2 Other (Alleyways) 426 18 7668 GRAVEL - -N500B N500B1 N500B W PINE ST W FIR ST 2 Other (Alleyways) 427 16 6832 GRAVEL - -N500D N500D1 N500D E PINE ST E FIR ST 2 Other (Alleyways) 407 18 7326 AC 8/2/2021 8N500E N500E1 N500E E PINE ST E FIR ST 2 Other (Alleyways) 418 16 6688 AC 8/2/2021 0N500F N500F1 N500F E PINE ST E FIR ST 2 Other (Alleyways) 417 16 6672 AC 8/2/2021 0N500G N500G1 N500G E PINE ST E FIR ST 2 Other (Alleyways) 428 16 6848 AC 8/2/2021 4N500H N500H1 N500H E PINE ST E FIR ST 2 Other (Alleyways) 422 12 5064 GRAVEL - -N500J N500J1 N500J E PINE ST E FIR ST 2 Other (Alleyways) 427 18 7686 AC 7/31/2021 3N600A N600A1 N600A W FIR ST W BUSH ST 2 Other (Alleyways) 460 16 7360 GRAVEL - -N600B N600B1 N600B W FIR ST W BUSH ST 2 Other (Alleyways) 416 16 6656 AC 8/2/2021 5N600C N600C1 N600C W FIR ST W BUSH ST 2 Other (Alleyways) 424 16 6784 AC 8/2/2021 30N600F N600F1 N600F E FIR ST E BUSH ST 2 Other (Alleyways) 417 16 6672 GRAVEL - -N600G N600G1 N600G E FIR ST E BUSH ST 2 Other (Alleyways) 422 17 7174 AC 8/2/2021 11

City of Fort Bragg
PCI List by Alleyways Name
2021 PMP Update
Street ID Section ID Alleyways Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type PCI/M&R Date PCI N600H N600H1 N600H E FIR ST E BUSH ST 2 Other (Alleyways) 426 14 5964 GRAVEL - - N600J N600J1 N600J E FIR ST N END 2 Other (Alleyways) 662 14 9268 AC 8/4/2021 39N700A N700A1 N700A W BUSH ST W SPRUCE ST 2 Other (Alleyways) 458 16 7328 GRAVEL - -N700B N700B1 N700B W BUSH ST W SPRUCE ST 2 Other (Alleyways) 425 14 5950 GRAVEL - -N700C N700C1 N700C W BUSH ST W SPRUCE ST 2 Other (Alleyways) 409 14 5726 GRAVEL - -N700G N700G1 N700G E BUSH ST WINIFRED ST 2 Other (Alleyways) 268 14 3752 GRAVEL - -N700H N700H1 N700H E BUSH ST WINIFRED ST 2 Other (Alleyways) 264 18 4752 GRAVEL - -N800C N800C1 N800C W SPRUCE ST W ELM ST 2 Other (Alleyways) 422 16 6752 AC 8/4/2021 100N800D N800D1 N800D E SPRUCE ST E ELM ST 2 Other (Alleyways) 423 18 7614 AC 8/2/2021 21N800G N800G1 N800G WINIFRED ST N END 2 Other (Alleyways) 358 14 5012 GRAVEL - -N900D N900D1 N900D E ELM ST E MANZANITA ST 2 Other (Alleyways) 405 20 8100 AC 8/2/2021 8S100D S100D1 S100D S END E OAK ST 2 Other (Alleyways) 20 16 320 AC - - S100E S100E1 S100E MADRONE ST E OAK ST 2 Other (Alleyways) 417 16 6672 AC 8/3/2021 1 S100F S100F1 S100F MADRONE ST E OAK ST 2 Other (Alleyways) 418 18 7524 GRAVEL - -S100G S100G1 S100G MADRONE ST E OAK ST 2 Other (Alleyways) 418 10 4180 PCC 8/2/2021 100S100H S100H1 S100H MADRONE ST E OAK ST 2 Other (Alleyways) 410 14 5740 AC 12/10/2021 100S100J S100J1 S100J MADRONE ST E OAK ST 2 Other (Alleyways) 418 14 5852 AC 8/2/2021 98S100K S100K1 S100K WILLOW ST E OAK ST 2 Other (Alleyways) 606 14 8484 AC 8/3/2021 4S100L S100L1 S100L WILLOW ST E OAK ST 2 Other (Alleyways) 608 14 8512 AC 8/3/2021 0S100M S100M1 S100M WILLOW ST E OAK ST 2 Other (Alleyways) 603 14 8442 AC 8/3/2021 6S100N S100N1 S100N WILLOW ST E OAK ST 2 Other (Alleyways) 616 16 9856 GRAVEL - -S100P S100P1 S100P WILLOW ST E OAK ST 2 Other (Alleyways) 605 16 9680 AC 8/3/2021 1S200D S200D1 S200D MAPLE ST MADRONE ST 2 Other (Alleyways) 425 16 6800 AC 8/3/2021 16S200E S200E1 S200E MAPLE ST MADRONE ST 2 Other (Alleyways) 402 17 6834 AC 8/3/2021 1S200G S200G1 S200G MAPLE ST MADRONE ST 2 Other (Alleyways) 425 14 5950 AC 8/3/2021 16S200H S200H1 S200H MAPLE ST MADRONE ST 2 Other (Alleyways) 410 14 5740 GRAVEL - -S200K S200K1 S200K MAPLE ST WILLOW ST 2 Other (Alleyways) 258 16 4128 GRAVEL - -S200L S200L1 S200L MAPLE ST WILLOW ST 2 Other (Alleyways) 242 14 3388 AC 8/3/2021 0S201F S201F1 S201F 105' N/O MAPLE ST MADRONE ST 2 Other (Alleyways) 309 12 3708 AC 8/3/2021 34S202F S202F1 S202F MAPLE ST 105' N/O MAPLE ST 2 Other (Alleyways) 105 14 1470 AC 8/3/2021 3S300D S300D1 S300D HAZEL ST MAPLE ST 2 Other (Alleyways) 358 16 5728 AC 8/3/2021 10S300E S300E1 S300E HAZEL ST MAPLE ST 2 Other (Alleyways) 356 16 5696 AC 8/3/2021 20S300F S300F1 S300F HAZEL ST MAPLE ST 2 Other (Alleyways) 363 10 3630 GRAVEL - -S300G S300G1 S300G HAZEL ST MAPLE ST 2 Other (Alleyways) 373 16 5968 AC 12/10/2021 100S300H S300H1 S300H S END MAPLE ST 2 Other (Alleyways) 364 15 5460 GRAVEL - -S300J S300J1 S300J S END MAPLE ST 2 Other (Alleyways) 356 14 4984 AC 8/3/2021 4S300K S300K1 S300K S END MAPLE ST 2 Other (Alleyways) 579 13 7527 AC 12/10/2021 100S300P S300P1 S300P WALL ST WILLOW ST 2 Other (Alleyways) 955 20 19100 AC 8/3/2021 6S301N S301N1 S301N S302N WILLOW ST 2 Other (Alleyways) 652 12 7824 AC 8/3/2021 96S302N S302N1 S302N S301N WALL ST 2 Other (Alleyways) 139 16 2224 AC 8/4/2021 98S400H S400H1 S400H E CHESTNUT ST N END 2 Other (Alleyways) 641 14 8974 AC 8/3/2021 0S400K S400K1 S400K E CHESTNUT ST N END 2 Other (Alleyways) 276 20 5520 AC 8/4/2021 24S500D S500D1 S500D WALNUT ST E CHESTNUT ST 2 Other (Alleyways) 614 16 9824 AC 8/2/2021 98S500H S500H1 S500H WALNUT ST E CHESTNUT ST 2 Other (Alleyways) 635 18 11430 AC 8/2/2021 98S500J S500J1 S500J WALNUT ST E CHESTNUT ST 2 Other (Alleyways) 378 18 6804 GRAVEL - -S600E S600E1 S600E E END WALNUT ST 2 Other (Alleyways) 610 12 7320 AC 12/10/2021 100S800E S800E1 S800E N HARBOR DR SOUTH ST 2 Other (Alleyways) 592 16 9472 AC 8/2/2021 4

Nichols Consulting Engineers, Chtd.

Section Description Inventory – Sorted by Descending PCI

STREETS
City of Fort Brag
PCI List by Descending PCI
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI ALGER 001 ALGER ST. N.F.CURB LAUREL 0+00 END OF ST. 5+64 2 Residential/Local 564 22 12,408 AC/AC 7/1/2019 Mill and Overlay 6/12/2021 100 DUBOIS 001 DUBOIS LANE S.F. CURB WALNUT 0+00 END OF PAVEMENT 2+07 2 Residential/Local 207 25 5,175 AC/AC 7/1/2019 Mill and Overlay 6/9/2021 100 EFIR 003 EAST FIR ST. 002 RR TRACKS W.F.CURB H FRANKLIN 2 Collector 192 44 8,448 AC/AC 7/1/2019 Mill and Overlay 6/11/2021 100 ESPEY 001 ESPEY WAY S.F. CURB WALNUT ST 0+00 END OF PAVEMENT 2+58 2 Residential/Local 258 36 9,288 AC/AC 7/1/2019 Mill and Overlay 6/9/2021 100 HALSEY 001 HALSEY WAY E.F. CURB McKINLEY ST.0+00 E.F. CURB HALSY WAY 2+85 2 Residential/Local 285 32 9,120 AC/AC 7/1/2019 Mill and Overlay 6/12/2021 100 HAZEL 003 HAZEL ST. E.F.CURB S. McPHERSON 0+00 W.F.CURB S.HARRISON 2+95 2 Residential/Local 295 27 7,965 AC 6/10/2021 100MYRTLE 001 MYRTLE ST. S.F. N. HARBOR DR. 0+00 S.EDGE SOUTH ST. 5+55 2 Residential/Local 555 26 14,430 AC 6/11/2021 100NESS 001 NESS AVE. E.F. CURB SANDERSON WAY 0+00 E. P.L. 111 NESS FENCE 2+45 2 Residential/Local 245 22 5,390 AC 6/12/2021 100 NHAROL 001 NORTH HAROLD ST. 001 END OF PAVEMENT 0+00 N.S.DRVWY BEHIND M.SCHOOL3+16 2 Residential/Local 316 28 8,848 AC/AC 7/1/2019 Mill and Overlay 6/11/2021 100 NHAROL 002 NORTH HAROLD ST. 002 N.SIDE M.S.SCH.DRVWAY 0+00 N.CURB @ FIR ST.2+85 2 Residential/Local 285 40 11,400 AC/AC 7/1/2019 Mill and Overlay 6/11/2021 100NSANDE 002 NORTH SANDERSON WAY 002 N.F. CURB CEDAR ST.0+00 S. P.L. 222 N SANDERSON 7+27 2 Residential/Local 727 20 14,540 AC/AC 7/1/2017 Mill and Overlay 6/12/2021 100OLSEN 001 OLSEN LANE S.F. CURB CHESTNUT 0+00 END OF ST. 6+52 2 Residential/Local 652 28 18,256 AC/AC 7/1/2019 Mill and Overlay 6/9/2021 100 RASSMU 001 RASSMUSSEN LANE N EDGE CEDAR 0+00 END OF GOOD PAVEMENT 4+55 2 Residential/Local 455 13 5,915 AC/AC 7/1/2019 Mill and Overlay 6/12/2021 100 SPRING 001 SPRING ST. S.F. CURB CHESTNUT ST 0+00 END OF PAVEMENT 5+04 2 Residential/Local 504 30 15,120 AC/AC 7/1/2019 Mill and Overlay 6/14/2021 100WALDER 001 WEST ALDER ST. W.P.L. N. COAST PLMB. 0+00 W.F. HWY1 1+50 2 Residential/Local 150 43 6,450 AC 6/15/2021 100 WOODWA 001 WOODWARD ST. S EDGE SOUTH ST. 0+00 END ST. @ NAIL 6+50 2 Residential/Local 650 26 16,900 AC/AC 7/1/2019 Mill and Overlay 6/11/2021 100 BOATYA 001 BOATYARD DR. 5+30 FORM HWY1 0+00 4+32 FROM BEGIN 2 Arterial 432 24 10,368 AC/AC 7/1/2017 Mill and Overlay 6/10/2021 99NOYOPT 001 NOYO POINT RD CYPRESS ST END AT LOT 2 Residential/Local 1,828 24 43,872 AC 6/15/2021 98WREDWO 001 WEST REDWOOD AVE. WEST EDGE ALLEY 0+00 W.F. CURB HWY1 1+85 2 Residential/Local 185 44 8,140 AC 6/15/2021 98AIRPOR 001A AIRPORT ROAD C.L. SIGN 0+00 W/C.L. SIGN 5+87 2 Residential/Local 587 22 12,914 AC 6/12/2021 97 AIRPOR 001B AIRPORT ROAD W/C.L. SIGN 5+87 E.EDGE HWY1 @ LIMIT LINE 8+55 2 Residential/Local 268 22 5,896 AC 6/12/2021 97 WLAURE 001 WEST LAUREL ST. END OF CURB N. SIDE 0+00 W.F. CURB HWY1 1+55 2 Residential/Local 155 43 6,665 AC 1/1/2009 RECONSTRUCT SURFACE (AC) 6/15/2021 97 KEMPPE 005 KEMPEE WAY E.F. HOSPITAL WY 0+00 433 FT E/O HOSPITAL WY 2 Residential/Local 433 37 16,021 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 96 SNUGH 001 SNUG HARBOR PLACE OCEAN VIEW DR SOUTH END 2 Residential/Local 110 19 2,090 AC 6/15/2021 96 EBUSH 001 EAST BUSH ST. W.F. CURB BRANDON WAY 0+00 ES.ALLEY PRKINS&HARISON 12+23 2 Residential/Local 471 33 15,543 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 95 EBBING 001 EBBING WAY S.F. CURB CHESTNUT 0+00 END OF CULDESAC 5+62 2 Residential/Local 562 37 20,794 AC 6/9/2021 95 FERN 001 FERN AVE. E.F. CURB MORROW ST 0+00 E.F. CURB END OF ST. 3+22 2 Residential/Local 322 29 9,338 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 95 GROVE 001 GROVE ST. N.F. CURB WALNUT 0+00 S.F. CURB CHESTNUT ST 6+25 2 Residential/Local 625 30 18,750 AC 1/1/2009 SLURRY SEAL 6/14/2021 95 HAZEL 002 HAZEL ST. E.F.CURB S. FRANKLIN 0+00 W.F.CURB S.McPHERSON 3+15 2 Residential/Local 315 32 10,080 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 95MORROW 001 MORROW ST. 001 N.F. CURB OAK ST.0+00 S.F. CURB CEDAR 6+54 2 Residential/Local 654 34 22,236 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/15/2021 95 RIVER 001 RIVER DRIVE N.F. RIVER DR. 0+00 N. CURB HOSPITAL DR. 5+15 2 Residential/Local 515 44 22,660 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 95SCORRY 001 SOUTH CORRY ST. 001 N.F. CURB CHESTNUT ST. 0+00 S.F. CURB OAK ST.19+37 2 Residential/Local 1,937 38 73,606 AC 6/9/2021 95 SMcPHE 001 SOUTH McPHERSON ST. S.F. CURB OAK ST. MADRONE 2 Collector 436 44 19,184 AC 6/15/2021 95 WALL 001A WALL ST. 001 S.F.CURB OAK ST 0+00 WILLOW 2 Residential/Local 660 38 25,080 AC/AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/9/2021 95WSPRUC 001 WEST SPRUCE ST. W.F. CURB WEST ST. 0+00 W.F. HWY1 7+10 2 Residential/Local 710 43 30,530 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 95 MORROW 002 MORROW ST. 002 N.F. CURB CEDAR ST.0+00 S.F. CURB LAUREL 6+56 2 Residential/Local 656 42 27,552 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/15/2021 94 SHAROL 002 SOUTH HAROLD ST. 002 S.F. MAPLE ST. 0+00 N.F. CURB CHESTNUT ST. 9+75 2 Residential/Local 975 20 19,500 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/14/2021 94 EBUSH 010 EAST BUSH ST. N. FRANKLIN ST E.F. CURB HWY1 12+23 2 Residential/Local 345 43 14,835 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 93 MADRON 005 MADRONE ST. 002 E.F. CURB @S MCPHERSON ST 0+00 CORRY ST 2 Residential/Local 900 44 39,600 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 93 NSANDE 001 NORTH SANDERSON WAY 001 N.F. CURB OAK ST.0+00 S.F. CURB CEDAR 6+31 2 Residential/Local 631 29 18,299 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 93 EREDWO 010 REDWOOD AVE (EAST) 001 N. HAROLD ST E.F. MORROW ST 2 Residential/Local 401 44 17,644 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 93 SLINCO 015B SOUTH LINCOLN ST. WILLOW ST S.F. CURB OAK ST 2 Residential/Local 494 30 14,820 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 93 SSANDE 005 SOUTH SANDERSON ST. 002 END OF W. SIDEWALK 0+00 412 FT N/O END OF W. SIDEWALK 2 Residential/Local 412 30 12,360 AC 6/9/2021 93

City of Fort Brag
PCI List by Descending PCI
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI SOUTH 010 SOUTH ST. 010 HAZELWOOD ST PAVT CHANGE 2 Residential/Local 447 38 16,986 AC 6/14/2021 93 WPINE 001 WEST PINE ST. E.F. ALLEY 0+00 END SIDEWALK N.SIDE 6+17 2 Residential/Local 617 43 26,531 AC 6/11/2021 93 WOODLA 001 WOODLAND DRIVE S.F. CURB CHESTNUT ST. 0+00 END CULDESAC 5+55 2 Residential/Local 555 38 21,090 AC 6/9/2021 93MINNES 001 MINNESOTA AVE. S.F. CURB CHESTNUT ST. 0+00 CITY LIMITS 6+30 2 Residential/Local 630 32 20,160 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/9/2021 92 SDANA 001 SOUTH DANA ST. N.F. CUEB CHESTNUT ST 0+00 S.F. CURB OAK ST. 19+00 2 Collector 1,900 40 76,000 AC 8/1/2011 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 92 SSANDE 001 SOUTH SANDERSON ST. 001 N.F. CURB CHESTNUT ST 0+00 S.F. CURB OAK ST 19+15 2 Collector 1,915 40 76,600 AC 6/9/2021 92 WBUSH 001 WEST BUSH ST. E.F. SIDEWALK @ ALLEY 0+00 W.F. HWY1 8+15 2 Residential/Local 815 43 35,045 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 92 ELAURE 005 EAST LAUREL ST.003 W.F. CURB N. HAROLD 0+00 MORROW ST 2 Residential/Local 412 40 16,480 AC 6/12/2021 91SMcPHE 003 SOUTH McPHERSON ST. MAPLE N.F. CURB CHESTNUT ST. 2 Collector 1,042 44 45,848 AC 6/15/2021 91 ELAURE 010 EAST LAUREL ST.003 MORROW ST W.F. CURB END ST. @PARK 8+30 2 Residential/Local 413 40 16,520 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 90 PUDDIN 001 PUDDING CREEK RD. C.L SIGN0+00 E.F. HWY1 @ LIMIT LINE 9+55 2 Residential/Local 955 23 21,965 AC 6/1/2010 RECONSTRUCT SURFACE (AC) 6/11/2021 90 DELM 002 DELMAR DR OCEAN VIEW DR END SOUTH 2 Residential/Local 242 30 7,260 AC 6/10/2021 89EBUSH 005 EAST BUSH ST. ES.ALLEY PRKINSHARISON 0+00 N. FRANKLIN ST 2 Residential/Local 890 43 38,270 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 89 SWHIPP 001 SOUTH WHIPPLE ST. 001 S.F. CURB OAK ST. 0+00 N.SIDE HAZEL RT. OF WAY 12+55 2 Residential/Local 1,255 41 51,455 AC 6/9/2021 89ELAURE 001 EAST LAUREL ST. 001 E.F. CURB HWY1 0+00 W.F. CURB HARRISON ST 9+25 2 Collector 925 45 41,625 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 88 OAKTER 001 OAK TERRACE COURT N.F. CURB OAK ST. 0+00 END OF ST. 3+38 2 Residential/Local 338 36 12,168 AC 1/1/2009 SLURRY SEAL 6/12/2021 86 STEWAR 003 STEWART ST. 003 SPRUCE N.F. CURB PINE ST 16+90 2 Residential/Local 1,380 43 59,340 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 86 BRANDO 001 BRANDON WAY N.F. CURB E. FIR ST. 0+00 GUARD BARRIER @ WINIFRED 7+28 2 Residential/Local 728 34 24,752 AC 6/10/2021 85 NWHIPP 002 NORTH WHIPPLE ST. ALDER ST S.F.CURB FIR ST. 2 Residential/Local 1,850 44 81,400 AC 6/11/2021 85 SSANDE 010 SOUTH SANDERSON ST. 002 412 FT N/O END OF W. SIDEWALK S.F. CURB CHESTNUT ST 1040 2 Residential/Local 628 30 18,840 AC 6/9/2021 85CHESTN 005 CHESTNUT ST. END CURB-GUTTER@001,0+00 S. WHIPPLE 2 Collector 884 32 28,288 AC/AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/9/2021 84DELM 001 DELMAR DR OCEAN VIEW DR END NORTH 2 Residential/Local 755 21 15,855 ST 6/10/2021 84EALDER 001 EAST ALDER 001 E.F CURB HWY 1 0+00 W.F.CURB N.FRANKLIN ST. 3+40 1 Collector 340 43 14,620 AC 1/1/2009 RECONSTRUCT SURFACE (AC) 6/10/2021 84EDDY 001 EDDY ST. W.F. CURB S SANDERSON 0+00 END OF STREET 3+18 2 Residential/Local 318 41 13,038 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/9/2021 83FLOREN 001 FLORENCE ST. S.F. CURB OAK 0+00 N.F. CURB WILLOW ST. 6+03 2 Residential/Local 603 31 18,693 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 83 OCEANV 003 OCEAN VIEW DRV.EAST 003 E.F. CURB HWY 1 0+00 5+30 FROM HWY1 2 Residential/Local 530 26 13,780 AC 6/10/2021 83 SWHIPP 002 SOUTH WHIPPLE ST. 002 N.SIDE HAZEL RT OF WAY 0+00 N.F. CURB WALNUT ST.12+85 2 Residential/Local 1,285 32 41,120 AC 1/1/2009 SLURRY SEAL 6/9/2021 83 EALDER 002B EAST ALDER 002 HAROLD @HYDRANT END OF ST. 28+45 1 Residential/Local 1,261 43 54,223 AC 1/1/2009 RUBB CHIP SEAL/SLURRY 6/10/2021 82 ECYPRES 001 EAST CYPRESS ST. 001 END OF KEMPEE @ VALVE BOX 0+0 W.F.CURB RIVER DRV 12+96 2 Collector 1,296 40 51,840 AC/AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 82 OAK 001 EAST OAK ST. 001 E.F. CURB HWY 1 0+00 W.F.CURB McKINLEY 32+25 2 Arterial 3,225 45 145,125 AC 1/1/2009 SLURRY SEAL 6/9/2021 82 MAPLE 005B MAPLE ST. 005 S. FRANKLIN E.F. CURB HWY 1 2 Collector 400 49 19,600 AC 6/10/2021 82 NHARBO 002 NORTH HARBOR DRIVE 002 E.F.CURB S FRANKLIN ST. 0+00 E.F.CURB HWY 1 4+55 2 Residential/Local 455 32 14,560 AC 6/11/2021 82NHARRI 001A NORTH HARRISON ST. N.EDGE PAVEMENT @END ST0+00 REDWOOD AVE (EAST) 2 Collector 2,256 44 99,264 AC 6/15/2021 82 PARK 002 PARK ST. 002 S.F. CURB WILLOW 0+00 WHERE ST.NARROWS 300 BLK 5+68 2 Residential/Local 568 28 15,904 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 82 WALL 002 WALL ST. 002 E.F. CURB @ ALLEY 0+00 N.F. CURB CHESTNUT ST. 2 Residential/Local 700 38 26,600 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/9/2021 82NHAROL 005 NORTH HAROLD ST. 005 S.F. CURB FIR ST 0+00 LAUREL ST 2 Collector 920 52 47,840 AC 8/1/2011 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 81 SOUTH 005 SOUTH ST. 005 E. EDGE VALLEY GUTTER HWY 1 HAZELWOOD ST 2 Collector 1,218 38 46,284 AC 6/14/2021 81 WPINE 002 WEST PINE ST. END SIDE WALK N.SIDE 0+00 W.F. CURB HWY 1 2+58 2 Collector 258 43 11,094 AC 6/11/2021 81 EPINE 010 EAST PINE ST. CORRY ST W.F. CURB HAROLD ST 19+30 2 Collector 356 43 15,308 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/15/2021 80 NCORRY 001 NORTH CORRY ST. N.F.CURB OAK ST.0+00 S.F.CURB FIR ST. 22+47 2 Residential/Local 2,247 42 94,374 AC 6/10/2021 80 NMcPHE 001 NORTH McPHERSON ST. N.F. CURB OAK ST. 0+00 S.F. CURB BUSH ST. 27+08 2 Collector 2,708 44 119,152 AC 6/15/2021 80

City of Fort Brag
PCI List by Descending PCI
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI PERKIN 001 PERKINS WAY N.F. CURB E. FIR ST. 0+00 @ DEAD END10+53 2 Residential/Local 1,053 33 34,749 AC 6/11/2021 80WALL 001B WALL ST. 001 WILLOW N.F.CURB@ALLEY ST 13+50 2 Residential/Local 650 38 24,700 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/9/2021 80EFIR 001 EAST FIR ST. 001 E.F.CURB @ N FRANKLIN ST E.F.CURB HAROLD 17+45 2 Collector 1,745 43 75,035 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/11/2021 78OAK 002 EAST OAK ST. 002 E.F. CURB McKINLEY ST. 0+00 BACK E.SIDE SDWLK. DANA 17+25 2 Residential/Local 1,725 40 69,000 AC 1/1/2009 SLURRY SEAL 6/10/2021 78 EELM 001 EAST ELM ST. E.F.@ HWY1 0+00 W.F. CURB N FRANKLIN ST 3+25 2 Collector 325 44 14,300 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/11/2021 77ELAURE 002 EAST LAUREL 002 E.F.CURB N.HARRISON 0+00 W.F.CURB N.HAROLD 10+05 2 Collector 1,005 40 40,200 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/12/2021 76EALDER 002A EAST ALDER 002 E.F.CURB S.FRANKLIN 0+00 HAROLD 1 Collector 1,584 43 68,112 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 75NHAROL 006 NORTH HAROLD ST. 006 LAUREL ST ALDER ST 2 Collector 920 52 47,840 AC/AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/11/2021 75WELM 001 WEST ELM ST. W.F. CURB HWY1 0+00 W.EDGE PAVEMENT 10+30 2 Collector 1,030 43 44,290 AC 8/1/2011 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 75 CHESTN 015 CHESTNUT ST. SANDERSON WY END OF STREET (9+75) 2 Collector 975 32 31,200 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/9/2021 74JEWETT 001 JEWETT ST. S.F.SIDEWALK OAK ST.0+00 END OF CULDESAC 5+36 2 Residential/Local 536 39 20,904 AC 1/1/2009 SLURRY SEAL 6/12/2021 73 LIVING 001 LIVINGSTON ST. S.F.CURB OAK 0+00 N.F.CURB WILLOW ST.6+17 2 Residential/Local 617 35 21,595 AC/AC 1/1/2009 AC OVERLAY 1.5 INCHES 6/14/2021 73NHARBO 001 NORTH HARBOR DRIVE 001 CITY LIMITS @GUARD RAIL 0+00 E.F.CURB S. FRANKLIN 19+90 2 Residential/Local 1,990 28 55,720 AC 6/11/2021 73NHARRI 001B NORTH HARRISON ST. REDWOOD AVE (EAST) N.F. CURB OAK ST 2 Collector 1,056 44 46,464 AC 6/15/2021 72 MAPLE 001B MAPLE ST. 001 S.HAROLD ALLEY BETWN WHIPPLE HARRISON 2 Collector 1,000 45 45,000 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 71EREDWO 005 REDWOOD AVE (EAST) 001 E.F. CURB HWY 1 N. HAROLD ST 2 Arterial 1,929 44 84,876 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/12/2021 71 MANZAN 001 MANZANITA ST. W.F. CURB N. FRANKLIN ST.0+00 E.F. CURB HWY1 3+30 2 Residential/Local 330 26 8,580 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 70 MAPLE 005A MAPLE ST. 005 ALLEY BETWN WHIPPLE HARRISON S. FRANKLIN 2 Collector 900 49 44,100 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 70SLINCO 015A SOUTH LINCOLN ST. MAPLE ST WILLOW ST 2 Collector 282 30 8,460 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 70 OCEANV 001 OCEAN VIEW DRV.WEST 001 W.F. CURB HWY1 0+00 4+18 FROM W.F. HWY1 2 Residential/Local 418 36 15,048 AC/AC 8/1/2013 AC OVERLAY 2 INCHES 6/10/2021 69CHESTN 010 CHESTNUT ST. S. WHIPPLE SANDERSON WY 2 Collector 2,937 32 93,984 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 68 MADRON 001 MADRONE ST. 001 E.F.CURB @ HWY 1 0+00 W.F.CURB @ McPHERSON ST.6+50 2 Residential/Local 650 43 27,950 AC 6/10/2021 68WILLOW 001 WILLOW ST. 001 W.F.CURB S.SANDERSON 0+00 E.EDGE ALLEY LIVINGSTON 6+23 2 Residential/Local 623 32 19,936 AC 6/10/2021 68 PARK 003 PARK ST. 003 END OF 002 0+00 END OF ST. 1+45 1 Residential/Local 145 14 2,030 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 67 HAZELW 001 HAZELWOOD ST. S.F. SOUTH ST. 0+00 HYDRANT @ END OF ST.3+60 2 Residential/Local 360 28 10,080 AC 6/14/2021 65SHARRI 001 SOUTH HARRISON ST. N.F. CURB WALNUT ST. 0+00 S.F. CURB OAK ST. 25+45 2 Collector 2,545 44 111,980 AC 1/1/2009 SLURRY SEAL 6/15/2021 65 MADRON 010 MADRONE ST. 002 CORRY ST W.F. CURB @ HAROLD 13+00 2 Residential/Local 400 44 17,600 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/10/2021 64 NFRANK 001 NORTH FRANKLIN ST. 001 N.F.CURB @ E.ALDER 0+00 S.F.CURB @ E. FIR 17+77 2 Arterial 1,777 43 76,411 AC 6/1/2013 4" DIGOUTS 6/14/2021 63WALNUT 001 WALNUT ST. 001 W.F.CURB GROVE 0+00 WHIPPLE 2 Residential/Local 340 39 13,260 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 63OAK 003 EAST OAK ST. 003 BACK E.SIDE SDWLK DANA 0+00 CITY LIMIT SIGN OAK 16+10 2 Residential/Local 1,610 24 38,640 AC 1/1/2009 SLURRY SEAL 6/10/2021 62 NDANA 001 NORTH DANA ST EAST OAK ST END 2 Residential/Local 319 28 8,932 AC 6/12/2021 61SFRANK 003 SOUTH FRANKLIN ST. 003 N.F.CURB @ SOUTH 0+00 N.F.CURB @ S.HARBOR 5+65 2 Arterial 565 43 24,295 AC/AC 7/1/2019 Mill and Overlay 6/14/2021 61FRONTA 001 FRONTAGE ROAD(UNNAMED) N.END @ LIMIT LINE 0+00 N.F. CURB OCEAN VIEW. W 6+80 2 Residential/Local 680 24 16,320 AC 6/16/2021 60KEMPPE 010 KEMPEE WAY 433 FT E/O HOSPITAL WY N. OF VALVE BOX 9+35 2 Residential/Local 502 37 18,574 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 60 NFRANK 004 NORTH FRANKLIN ST. 004 N.F.CURB @ OAK ST 0+00 N.F.CURB @ E.ALDER ST. 4+70 2 Arterial 470 43 20,210 AC 6/1/2013 4" DIGOUTS 6/14/2021 60NHAROL 007 NORTH HAROLD ST. 005 ALDER ST N.F. CURB OAK ST 2 Collector 400 52 20,800 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/11/2021 60

City of Fort Brag
PCI List by Descending PCI
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI CEDAR 001 CEDAR ST. 001 E.F. CURB HAROLD ST. 0+00 END OF CURB 1320 CEDAR 22+75 2 Residential/Local 2,275 27 61,425 AC 1/1/2009 SLURRY SEAL 6/10/2021 59 GLASSB 001 GLASSBEACH DR WEST ELM ST END AT BRIDGE 2 Residential/Local 2,199 33 72,567 AC 6/11/2021 59PARK 001 PARK ST. 001 S.F. CURB OAK 0+00 N.F.CURB WILLOW 6+00 1 Residential/Local 600 25 15,000 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/14/2021 56NANCY 001 NANCY WAY N.F.CURB CEDAR 0+00 END OF PAVEMENT @ OSPREY 2+66 2 Residential/Local 266 31 8,246 AC 6/15/2021 55 ECYPRES 003 EAST CYPRESS ST. 003 E.SIDE G.P. HAUL RD.0+00 E.F. HWY1 6+80 2 Collector 680 43 29,240 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 54 STEWAR 002 STEWART ST. 002 S.F. CURB W. ELM 0+00 SPRUCE 2 Residential/Local 413 43 17,759 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/11/2021 54EPINE 005 EAST PINE ST. N.F. CURB HWY1 0+00 CORRY ST 2 Collector 1,574 43 67,682 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/15/2021 53SMcPHE 002 SOUTH McPHERSON ST. MADRONE MAPLE 2 Collector 422 44 18,568 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/15/2021 53WCYPST 001 WEST CYPRESS WEST END S MAIN ST 2 Collector 165 50 8,250 AC 6/10/2021 53 HAZEL 001 HAZEL ST. E.F CURB HWY1 0+00 W.F.CURB S.FRANKLIN 3+40 2 Residential/Local 340 32 10,880 AC 8/1/2011 MICROSURFACING/RU BB CHIP SEAL/SLURRY 6/10/2021 52 WALNUT 004 WALNUT ST. GROVE ST EAST END 2 Residential/Local 188 43 8,084 AC/AC 6/14/2021 52 NFRANK 002 NORTH FRANKLIN ST. 002 S.F.CURB @ E.FIR 0+00 N.F.CURB @ E. BUSH 5+35 2 Arterial 535 43 23,005 AC 6/1/2013 4" DIGOUTS 6/14/2021 51 SFRANK 001 SOUTH FRANKLIN ST. 001 S.F. CURB OAK ST. 0+00 N.F. CURB CYPRESS 32+20 2 Arterial 3,220 43 138,460 AC/AC 7/1/2017 Mill and Overlay 6/14/2021 51 BOATYA 002 BOATYARD DR. N.SIDE DRIVE WY HARVEST 0+00 N.F. HWY20 7+85 2 Arterial 785 41 32,185 AC/AC 7/1/2017 Mill and Overlay 6/10/2021 50ESPRUC 001 EAST SPRUCE ST. E.F. CURB HWY1 0+00 CEMETARY GATE 5+07 2 Residential/Local 507 45 22,815 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/11/2021 50 HARAV 001 HARBOR AVE OCEAN VIEW DR SOUTH END 2 Residential/Local 90 39 3,510 AC/AC 6/10/2021 50 JOHNCIMO 001 JOHN CIMOLINO WAY STEWART ST END 2 Residential/Local 286 36 10,296 AC 6/11/2021 50SHAROL 001 SOUTH HAROLD ST. 001 S.F. CURB OAK ST. 0+00 N.F. CURB MAPLE ST 8+76 2 Collector 876 52 45,552 AC 6/14/2021 50 DENNIS 001 DENNISON LANE S.EDGE OF PAVEMANT 0+00 N.W.PROP LN. STANLEY 8+53 2 Residential/Local 853 14 11,942 AC 6/15/2021 47 CEDAR 002 CEDAR ST. 002 END CURB 1320 CEDAR 0+00 1631 EAST PROP. LINE 8+90 2 Residential/Local 350 19 6,650 AC 1/1/2009 SLURRY SEAL 6/10/2021 44LONNE 001 LONNE WAY E.F. SNADERSON 0+00 END OF CULDESAC 4+87 2 Residential/Local 487 32 15,584 AC 6/9/2021 44 SFRANK 002 SOUTH FRANKLIN ST. 002 N.F.CURB @ CYPRESS 0+00 N.F.CURB @ SOUTH 8+63 2 Arterial 863 43 37,109 AC/AC 7/1/2017 Mill and Overlay 6/14/2021 44 NWHIPP 001 NORTH WHIPPLE ST. N.F.CURB OAK ST.0+00 ALDER ST 2 Residential/Local 450 44 19,800 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/11/2021 40WALNUT 003 WALNUT ST. W.F.CURB S.FRANKLIN 0+00 E.F.CURB HWY1 3+54 2 Residential/Local 354 43 15,222 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/14/2021 40STEWCI 001 STEWART CIRCLE W.F. CURB STEWART 0+00 END OF CIRCLE 0+95 2 Residential/Local 95 90 9,000 AC 6/11/2021 39HOLMES 001 HOLMES LANE E.F. CURB OLD HAUL ROAD 0+00 W.F. CURB STEWART ST. 5+60 2 Residential/Local 560 36 20,160 AC 6/11/2021 37EFIR 002 EAST FIR ST. 002 E.F.CURB @ HWY 1 0+00 RR TRACKS 2 Collector 142 44 6,248 AC 1/1/2009 RECONSTRUCT SURFACE (AC) 6/11/2021 36NOYOHI 001 NOYO HIEGHTS DRIVE W.F. CURB SANDERSON 0+00 END OF CULDESAC 4+15 2 Residential/Local 415 36 14,940 AC 6/9/2021 36 NFRANK 003 NORTH FRANKLIN ST. 003 N.F.CURB @ E.BUSH 0+00 AC BURM @ END OF NORTH 13+51 2 Arterial 1,351 43 58,093 AC 6/1/2013 4" DIGOUTS 6/14/2021 35 HARAV 002 HARBOR AVE OCEAN VIEW DR NORTH END 2 Residential/Local 140 32 4,480 AC/AC 6/10/2021 34 STEWAR 001 STEWART ST. 001 E.F. CURB OLD HAUL RD. 0+00 N.F. CURB ELM ST 13+30 2 Residential/Local 1,330 40 53,200 AC 6/11/2021 34 WOAKST 001 WEST OAK ST. CHIEF CELERI DR S MAIN ST 2 Arterial 200 45 9,000 AC 6/14/2021 34 HOWLAN 001 HOWLAND CT. N.F. CURB OAK ST.0+00 END OF CULDESAC 2+30 2 Residential/Local 230 36 8,280 AC 6/12/2021 30SLINCO 005 SOUTH LINCOLN ST. N.F. CURB CHESTNUT ST MAPLE ST 2 Collector 1,069 55 58,795 AC 6/14/2021 27 SUSIE 001 SUSIE COURT N.F. CURB CHESTNUT ST 0+00 END OF CULDESAC 5+48 2 Residential/Local 548 36 19,728 AC 6/14/2021 26 TAUBOL 001 TAUBOLD COURT E.F. CURB DANA 0+00 END OF CULDESAC 2+31 2 Residential/Local 231 32 7,392 AC 1/1/2009 SLURRY SEAL 6/12/2021 25 ECYPRES 002 EAST CYPRESS ST. 002 W.F.CURB RIVER DRV.0+00 E.SIDE G.P. HAUL RD. 8+13 2 Collector 813 40 32,520 AC 6/1/2013 TRIPLE LAYER RUBBERIZED ASPHALT 6/14/2021 21 WILLOW 003 WILLOW ST. 003 E.F.CURB S.LINCOLN 0+00 E.F.CURB S HAROLD 6+36 2 Residential/Local 636 32 20,352 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/10/2021 21HOCKER 001 HOCKER LANE S.F.SIDEWALK OAK ST.0+00 END OF CULDESAC 6+26 2 Residential/Local 777 36 27,972 AC 6/12/2021 20 PENITE 001 PENITENTI WAY W.F. CURB S.SANDERSON 0+00 END OF CULDESAC 2+75 2 Residential/Local 275 38 10,450 AC 6/9/2021 18WILLOW 002 WILLOW ST. 002 E.EDGE ALLEY LIVINGSTON 0+00 E.F.CURB S LINCOLN 6+00 2 Residential/Local 600 42 25,200 AC 6/10/2021 18 AZALEA 001 AZALEA CIRCLE W.F. CURB S. SANDERSON 0+00 END OF CULDESAC 2 Residential/Local 275 38 10,450 AC 6/10/2021 17 MAPLE 001A MAPLE ST. 001 W.F.CURB S.LINCOLN 0+00 S.HAROLD 2 Collector 640 45 28,800 AC 12/10/2021 100 SHAROL 003 SOUTH HAROLD ST. 003 S.F. CHESTNUT ST 0+00 END OF ST,@W.POWER POLE 5+00 2 Residential/Local 620 16 9,920 AC 6/14/2021 14 DICKWI 001 DICKWILLIAMS WAY DANA ST END AT CDS 2 Residential/Local 185 28 5,180 AC 6/15/2021 11 OCEANV 002 OCEAN VIEW DRV.WEST 002 4+18 FROM HWY 1 0+00 C.L. 4+58 2 Residential/Local 458 28 12,824 AC/AC 8/1/2013 AC OVERLAY 2 INCHES 6/10/2021 10CHESTN 001 CHESTNUT ST. E.F. CURB HWY1 0+00 END OF CURB-GUTTER S. SIDEWALK 3 Arterial 498 40 19,920 AC 6/9/2021 8 CELERI 001 CHIEF CELERI DR W OAK ST W ALDER ST 2 Arterial 475 15 7,125 AC 6/10/2021 7HAZEL 004 HAZEL ST. S HARRISON ST EST END 1 Residential/Local 155 12 1,860 AC 6/10/2021 7 WALNUT 002 WALNUT ST. 002 WHIPPLE E.F.CURB S.FRANKLIN ST. 8+40 2 Residential/Local 1,041 30 31,230 AC/AC 7/1/2003 AC OVERLAY 2 INCHES 6/14/2021 7WFIR 001 WEST FIR ST. E.F.@ ALLEY 0+00 W.F. HWY1 8+25 2 Collector 900 43 38,700 AC 6/11/2021 7 McKINL 001 McKINLEY ST. N.F. CURB OAK ST. 0+00 S.F. CURB E.ALDER ST, 4+10 2 Residential/Local 410 32 13,120 AC 6/12/2021 6 NLINCO 001 NORTH. LINCOLN ST. N.F. CURB OAK ST. 0+00 S.F. CURB CEDAR ST. 6+52 2 Residential/Local 652 25 16,300 AC 6/12/2021 4WEST 001 WEST ST. N.F. CURB PINE ST. 0+00 S.F. CURB SPRUCE ST. 16+24 2 Residential/Local 1,380 43 59,340 AC 6/11/2021 3

City of Fort Brag
PCI List by Descending PCI
2021 PMP Update
Street ID Section ID Street Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type Last M&R Date Last M&R Treatment Inspection Date PCI SOUTH 015 SOUTH ST. 015 END OF GD. PAVEMENT 0+00 @001 S.EAST P.L. ROSSI RES. 4+30 2 Residential/Local 430 22 9,460 GRAVEL -- TEMLN 001 TEMPLE LN FORT-BRAGG SHERWOOD RD NORTH END 2 Residential/Local 350 18 6,300 GRAVEL --WINNIF 001 WINNIFRED ST. W. EDGE OF PAVEMENT 0+00 E.F. CURB BRANDON WAY 8+42 2 Residential/Local 842 34 28,628 AC 6/11/2021 0

ALLEYWAYS
City of Fort Bragg
PCI List by Descending PCI (Alleyways)
2021 PMP Update
Street ID Section ID Alleyways Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type PCI/M&R Date PCI N200E N200E1 N200E E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 418 12 5016 PCC 8/2/2021 100 N300E N300E1 N300E E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 416 18 7488 AC 7/31/2021 100N800C N800C1 N800C W SPRUCE ST W ELM ST 2 Other (Alleyways) 422 16 6752 AC 8/4/2021 100S100G S100G1 S100G MADRONE ST E OAK ST 2 Other (Alleyways) 418 10 4180 PCC 8/2/2021 100N102G N102G1 N102G 300 N/O E OAK ST E ALDER ST 2 Other (Alleyways) 117 16 1872 AC 12/10/2021 100S600E S600E1 S600E E END WALNUT ST 2 Other (Alleyways) 610 12 7320 AC 12/10/2021 100S100H S100H1 S100H MADRONE ST E OAK ST 2 Other (Alleyways) 410 14 5740 AC 12/10/2021 100S300G S300G1 S300G HAZEL ST MAPLE ST 2 Other (Alleyways) 373 16 5968 AC 12/10/2021 100S300K S300K1 S300K S END MAPLE ST 2 Other (Alleyways) 579 13 7527 AC 12/10/2021 100S100J S100J1 S100J MADRONE ST E OAK ST 2 Other (Alleyways) 418 14 5852 AC 8/2/2021 98S302N S302N1 S302N S301N WALL ST 2 Other (Alleyways) 139 16 2224 AC 8/4/2021 98S500D S500D1 S500D WALNUT ST E CHESTNUT ST 2 Other (Alleyways) 614 16 9824 AC 8/2/2021 98S500H S500H1 S500H WALNUT ST E CHESTNUT ST 2 Other (Alleyways) 635 18 11430 AC 8/2/2021 98S301N S301N1 S301N S302N WILLOW ST 2 Other (Alleyways) 652 12 7824 AC 8/3/2021 96N600J N600J1 N600J E FIR ST N END 2 Other (Alleyways) 662 14 9268 AC 8/4/2021 39S201F S201F1 S201F 105' N/O MAPLE ST MADRONE ST 2 Other (Alleyways) 309 12 3708 AC 8/3/2021 34N600C N600C1 N600C W FIR ST W BUSH ST 2 Other (Alleyways) 424 16 6784 AC 8/2/2021 30S400K S400K1 S400K E CHESTNUT ST N END 2 Other (Alleyways) 276 20 5520 AC 8/4/2021 24N100D N100D1 N100D E OAK ST E ALDER ST 2 Other (Alleyways) 417 20 8340 AC 7/31/2021 23N200D N200D1 N200D E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 405 18 7290 AC 7/31/2021 22N401G N401G1 N401G 214' N/O LAUREL ST E PINE ST 2 Other (Alleyways) 206 14 2884 AC 7/31/2021 22N800D N800D1 N800D E SPRUCE ST E ELM ST 2 Other (Alleyways) 423 18 7614 AC 8/2/2021 21S300E S300E1 S300E HAZEL ST MAPLE ST 2 Other (Alleyways) 356 16 5696 AC 8/3/2021 20N101C N101C1 N101C W OAK ST W ALDER ST 2 Other (Alleyways) 420 16 6720 AC 7/31/2021 19N102C N102C1 N102C N101C MAIN ST 2 Other (Alleyways) 146 26 3796 AC 7/31/2021 18S200D S200D1 S200D MAPLE ST MADRONE ST 2 Other (Alleyways) 425 16 6800 AC 8/3/2021 16S200G S200G1 S200G MAPLE ST MADRONE ST 2 Other (Alleyways) 425 14 5950 AC 8/3/2021 16N200C N200C1 N200C W ALDER ST W REDWOOD AVE 2 Other (Alleyways) 439 17 7463 AC 8/2/2021 11N600G N600G1 N600G E FIR ST E BUSH ST 2 Other (Alleyways) 422 17 7174 AC 8/2/2021 11S300D S300D1 S300D HAZEL ST MAPLE ST 2 Other (Alleyways) 358 16 5728 AC 8/3/2021 10N100E N100E1 N100E E OAK ST E ALDER ST 2 Other (Alleyways) 413 16 6608 AC 7/31/2021 8N300D N300D1 N300D E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 413 18 7434 AC 7/31/2021 8N300J N300J1 N300J E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 419 16 6704 AC 7/31/2021 8N500D N500D1 N500D E PINE ST E FIR ST 2 Other (Alleyways) 407 18 7326 AC 8/2/2021 8N900D N900D1 N900D E ELM ST E MANZANITA ST 2 Other (Alleyways) 405 20 8100 AC 8/2/2021 8N200F N200F1 N200F E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 407 14 5698 AC 7/31/2021 6S100M S100M1 S100M WILLOW ST E OAK ST 2 Other (Alleyways) 603 14 8442 AC 8/3/2021 6S300P S300P1 S300P WALL ST WILLOW ST 2 Other (Alleyways) 955 20 19100 AC 8/3/2021 6N600B N600B1 N600B W FIR ST W BUSH ST 2 Other (Alleyways) 416 16 6656 AC 8/2/2021 5N100H N100H1 N100H E OAK ST E ALDER ST 2 Other (Alleyways) 414 16 6624 AC 7/31/2021 4N200H N200H1 N200H E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 424 14 5936 AC 7/31/2021 4N300H N300H1 N300H E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 426 16 6816 AC 7/31/2021 4N400H N400H1 N400H E LAUREL ST E PINE ST 2 Other (Alleyways) 414 16 6624 AC 7/31/2021 4N500G N500G1 N500G E PINE ST E FIR ST 2 Other (Alleyways) 428 16 6848 AC 8/2/2021 4S100K S100K1 S100K WILLOW ST E OAK ST 2 Other (Alleyways) 606 14 8484 AC 8/3/2021 4S300J S300J1 S300J S END MAPLE ST 2 Other (Alleyways) 356 14 4984 AC 8/3/2021 4S800E S800E1 S800E N HARBOR DR SOUTH ST 2 Other (Alleyways) 592 16 9472 AC 8/2/2021 4N400J N400J1 N400J E LAUREL ST E PINE ST 2 Other (Alleyways) 424 16 6784 AC 7/31/2021 3N500J N500J1 N500J E PINE ST E FIR ST 2 Other (Alleyways) 427 18 7686 AC 7/31/2021 3

City of Fort Bragg
PCI List by Descending PCI (Alleyways)
2021 PMP Update
Street ID Section ID Alleyways Name Beg Location End Location Lanes Functional Class Length Width Area Surface Type PCI/M&R Date PCI S202F S202F1 S202F MAPLE ST 105' N/O MAPLE ST 2 Other (Alleyways) 105 14 1470 AC 8/3/2021 3 N400E N400E1 N400E E LAUREL ST E PINE ST 1 Other (Alleyways) 426 18 7668 AC 7/31/2021 1N402G N402G1 N402G E LAUREL ST 214' N/O LAUREL ST 2 Other (Alleyways) 214 14 2996 AC 8/4/2021 1S100E S100E1 S100E MADRONE ST E OAK ST 2 Other (Alleyways) 417 16 6672 AC 8/3/2021 1S100P S100P1 S100P WILLOW ST E OAK ST 2 Other (Alleyways) 605 16 9680 AC 8/3/2021 1S200E S200E1 S200E MAPLE ST MADRONE ST 2 Other (Alleyways) 402 17 6834 AC 8/3/2021 1N100J N100J1 N100J E OAK ST E ALDER ST 2 Other (Alleyways) 418 16 6688 AC 7/31/2021 0N200J N200J1 N200J E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 425 16 6800 AC 8/4/2021 0N300F N300F1 N300F E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 414 14 5796 AC 7/31/2021 0N400D N400D1 N400D E LAUREL ST E PINE ST 2 Other (Alleyways) 410 20 8200 AC 7/31/2021 0N500E N500E1 N500E E PINE ST E FIR ST 2 Other (Alleyways) 418 16 6688 AC 8/2/2021 0N500F N500F1 N500F E PINE ST E FIR ST 2 Other (Alleyways) 417 16 6672 AC 8/2/2021 0S100L S100L1 S100L WILLOW ST E OAK ST 2 Other (Alleyways) 608 14 8512 AC 8/3/2021 0S200L S200L1 S200L MAPLE ST WILLOW ST 2 Other (Alleyways) 242 14 3388 AC 8/3/2021 0S400H S400H1 S400H E CHESTNUT ST N END 2 Other (Alleyways) 641 14 8974 AC 8/3/2021 0S100D S100D1 S100D S END E OAK ST 2 Other (Alleyways) 20 16 320 AC - - N100F N100F1 N100F E OAK ST E ALDER ST 2 Other (Alleyways) 413 14 5782 GRAVEL - - N100K N100K1 N100K E OAK ST E ALDER ST 2 Other (Alleyways) 420 16 6720 GRAVEL - -N100L N100L1 N100L E OAK ST E ALDER ST 2 Other (Alleyways) 428 14 5992 GRAVEL - -N101G N101G1 N101G E OAK ST 300' N/O E OAK ST 2 Other (Alleyways) 300 16 4800 GRAVEL - -N200G N200G1 N200G E ALDER ST E REDWOOD AVE 2 Other (Alleyways) 423 14 5922 GRAVEL - -N200K N200K1 N200K CEDAR ST E REDWOOD AVE 2 Other (Alleyways) 194 14 2716 GRAVEL - -N200L N200L1 N200L MORROW ST E END 2 Other (Alleyways) 200 12 2400 GRAVEL - -N300G N300G1 N300G E REDWOOD AVE N END 2 Other (Alleyways) 168 14 2352 GRAVEL - -N300K N300K1 N300K E REDWOOD AVE E LAUREL ST 2 Other (Alleyways) 431 16 6896 GRAVEL - -N400F N400F1 N400F E LAUREL ST E PINE ST 2 Other (Alleyways) 426 16 6816 GRAVEL - -N500A N500A1 N500A W PINE ST W FIR ST 2 Other (Alleyways) 426 18 7668 GRAVEL - -N500B N500B1 N500B W PINE ST W FIR ST 2 Other (Alleyways) 427 16 6832 GRAVEL - -N500H N500H1 N500H E PINE ST E FIR ST 2 Other (Alleyways) 422 12 5064 GRAVEL - -N600A N600A1 N600A W FIR ST W BUSH ST 2 Other (Alleyways) 460 16 7360 GRAVEL - -N600F N600F1 N600F E FIR ST E BUSH ST 2 Other (Alleyways) 417 16 6672 GRAVEL - -N600H N600H1 N600H E FIR ST E BUSH ST 2 Other (Alleyways) 426 14 5964 GRAVEL - -N700A N700A1 N700A W BUSH ST W SPRUCE ST 2 Other (Alleyways) 458 16 7328 GRAVEL - -N700B N700B1 N700B W BUSH ST W SPRUCE ST 2 Other (Alleyways) 425 14 5950 GRAVEL - -N700C N700C1 N700C W BUSH ST W SPRUCE ST 2 Other (Alleyways) 409 14 5726 GRAVEL - -N700G N700G1 N700G E BUSH ST WINIFRED ST 2 Other (Alleyways) 268 14 3752 GRAVEL - -N700H N700H1 N700H E BUSH ST WINIFRED ST 2 Other (Alleyways) 264 18 4752 GRAVEL - -N800G N800G1 N800G WINIFRED ST N END 2 Other (Alleyways) 358 14 5012 GRAVEL - -S100F S100F1 S100F MADRONE ST E OAK ST 2 Other (Alleyways) 418 18 7524 GRAVEL - -S100N S100N1 S100N WILLOW ST E OAK ST 2 Other (Alleyways) 616 16 9856 GRAVEL - -S200H S200H1 S200H MAPLE ST MADRONE ST 2 Other (Alleyways) 410 14 5740 GRAVEL - -S200K S200K1 S200K MAPLE ST WILLOW ST 2 Other (Alleyways) 258 16 4128 GRAVEL - -S300F S300F1 S300F HAZEL ST MAPLE ST 2 Other (Alleyways) 363 10 3630 GRAVEL - -S300H S300H1 S300H S END MAPLE ST 2 Other (Alleyways) 364 15 5460 GRAVEL - -S500J S500J1 S500J WALNUT ST E CHESTNUT ST 2 Other (Alleyways) 378 18 6804 GRAVEL - -

Appendix B

MAINTENANCE AND REHABILITATION DECISION TREE
Nichols Consulting Engineers, Chtd.

Maintenance and Rehabilitation (M&R) Decision Tree
This report presents the current maintenance and rehabilitation decision tree that exists in the database. The decision tree forms the basis for all of the budgetary computations included in this report. Changes to the decision tree will make the results in the budget reports invalid. All pavement treatment unit costs relevant to the street types in the database were updated.

The decision tree lists the treatments and costs selected for preventive maintenance and rehabilitation activities. Each line represents a specific combination of functional classification and surface type.

The preventive maintenance portion of the report is identified as Condition Category I – Very Good. All preventive maintenance treatment listings are assigned only to sections in Condition Category I where the PCI ≥ 70. Sections with PCI values less than 70 are assigned to treatments listed in Categories II through V.

In the preventive maintenance category (PCI ≥ 70), a time sequence is used to identify the appropriate treatment and cost. Each preventive maintenance treatment description consists of three parts: 1) a CRACK treatment, 2) a SURFACE treatment, and 3) a RESTORATION treatment. These three parts allow the user to specify one of three different preventive maintenance treatments depending on the prior maintenance history of the section.

1. The CRACK treatment part can be used to specify the most frequent type of preventive maintenance activity planned (typically crack seals).

2. The SURFACE treatment part can be used to specify more extensive and less frequent preventive maintenance activities, such as chip seals or slurry seals.

For example, a crack seal can be specified on a 3-year cycle with a slurry seal specified after 5 years.

3. The RESTORATION part can be used to specify a surface restoration treatment (such as an overlay) to be performed after a specified number of surface treatments. For example, after a certain number of successive slurry seals, an overlay can be specified instead of another slurry seal.

Rehabilitation treatments are assigned to sections in Condition Categories II through V (PCI less than 70). Each line is defined by a specific combination of functional classification, surface type, and condition category.

COLUMN DESCRIPTION
Functional Class Functional Classification identifying the branch Surface Surface Type identifying the branch number.

Condition Category Condition Category (I through V).

Treatment Type First Row (Crack Treatment) indicates localized treatment (e.g. crack sealing).

Second Row (Surface Treatment) indicates surface treatment Nichols Consulting Engineers, Chtd.

COLUMN DESCRIPTION
(e.g. slurry sealing).

Third Row (Restoration Treatment) indicates surface restoration (e.g. overlay).

Treatment Name of treatments from the "Treatment Descriptions" report.

Yrs. Between Crack
Seals
First Row - number of years between successive treatment applications specified in the first row (i.e. CRACK treatment).

Yrs. Between Surface
Seals
Second Row - number of years between successive treatment applications specified in the second row (i.e. SURFACE
treatment).

Number of
Sequential Seals
Number of times that the treatment application in the second row (i.e. SURFACE treatment) will be performed prior to performing the treatment application in the third row.

Note that the treatments assigned to each section should not be blindly followed in preparing a street maintenance program. Engineering judgment and project level analysis should be applied to ensure that the treatment is appropriate and cost effective for the section.

Arterial AC I - Very Good Crack Treatment SEAL CRACKS $1.00 3 Surface Treatment SLURRY SEAL W/ CRACK SEAL $6.50 5
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related RUBBERIZED CHIP
SEAL+MICROSURFACING W/ 3%

DIGOUTS
$14.50 5
III - Good, Load Related AC OVERLAY 2 INCHES $52.25
IV - Poor THICK MILL AND OVERLAY $118.25
V - Very Poor 12" FDR W/ 4" HMA $144.75
AC/AC I - Very Good Crack Treatment SEAL CRACKS $1.00 3 Surface Treatment SLURRY SEAL W/ CRACK SEAL $6.50 5
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related RUBBERIZED CHIP
SEAL+MICROSURFACING W/ 3%

DIGOUTS
$14.50 5
III - Good, Load Related AC OVERLAY 2 INCHES $52.25
IV - Poor THICK MILL AND OVERLAY $118.25
V - Very Poor 12" FDR W/ 4" HMA $144.75
AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 99 Surface Treatment DO NOTHING $0.00 3
Restoration Treatment LC & THICK OL W/ FABRIC $8.82 1
II - Good, Non-Load Related THIN AC OVERLAY(1.5 INCHES) $5.76 III - Good, Load Related MILL & THIN OL W/FABRIC $10.08 IV - Poor LC & THICK OL W/ FABRIC $8.82
V - Very Poor RECONSTRUCT SURFACE (AC) $14.00
# of Surface
Seals before
Overlay
Functional
Class

CITY OF FORT BRAGG
Printed: 11/23/2021
Decision Tree
Surface Condition Category Treatment Type Treatment Yrs Between Crack Seals
Yrs Between
Surface Seals
Cost/Sq Yd,
except Seal
Cracks in LF:

Functional Class and Surface combination not used
Criteria: 1 MTC StreetSaver
Selected Treatment is not a Surface Seal
Collector AC I - Very Good Crack Treatment SEAL CRACKS $1.00 3 Surface Treatment SLURRY SEAL W/ CRACK SEAL $6.00 5
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related RUBBERIZED CHIP
SEAL+MICROSURFACING W/ 3%

DIGOUTS
$13.75 6
III - Good, Load Related AC OVERLAY 2 INCHES $49.75
IV - Poor THICK MILL AND OVERLAY $112.50
V - Very Poor 8" FDR W/ 3.5" HMA $117.75
AC/AC I - Very Good Crack Treatment SEAL CRACKS $1.00 3 Surface Treatment SLURRY SEAL W/ CRACK SEAL $6.00 5
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related RUBBERIZED CHIP
SEAL+MICROSURFACING W/ 3%

DIGOUTS
$13.75 6
III - Good, Load Related AC OVERLAY 2 INCHES $49.75
IV - Poor THICK MILL AND OVERLAY $112.50
V - Very Poor 8" FDR W/ 3.5" HMA $118.00
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $0.60 3 Surface Treatment SLURRY SEAL $0.78 4
Restoration Treatment LC & THICK OL W/ FABRIC $8.82 1
II - Good, Non-Load Related THIN AC OVERLAY(1.5 INCHES) $5.76 III - Good, Load Related MILL & THIN OL W/FABRIC $10.08 IV - Poor LC & THICK OL W/ FABRIC $8.82
V - Very Poor RECONSTRUCT SURFACE (AC) $11.38
# of Surface
Seals before
Overlay
Functional
Class

CITY OF FORT BRAGG
Printed: 11/23/2021
Decision Tree
Surface Condition Category Treatment Type Treatment Yrs Between Crack Seals
Yrs Between
Surface Seals
Cost/Sq Yd,
except Seal
Cracks in LF:

Functional Class and Surface combination not used
Criteria: 3 MTC StreetSaver
Selected Treatment is not a Surface Seal
Residential/Local AC I - Very Good Crack Treatment SEAL CRACKS $1.00 4 Surface Treatment SLURRY SEAL W/ CRACK SEAL $5.50 7
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related MICROSURFACING W/ CRACK SEAL AND 3% DIGOUTS
$8.00 7
III - Good, Load Related MICROSURFACING W/ CRACK SEAL
AND 5% DIGOUTS
$11.50 7
IV - Poor THICK MILL AND OVERLAY $89.00
V - Very Poor 4.5" SURFACE RECONSTRUCT $114.25
AC/AC I - Very Good Crack Treatment SEAL CRACKS $1.00 4 Surface Treatment SLURRY SEAL W/ CRACK SEAL $5.50 5
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related MICROSURFACING W/ CRACK SEAL AND 3% DIGOUTS
$8.00 7
III - Good, Load Related MICROSURFACING W/ CRACK SEAL
AND 5% DIGOUTS
$11.50 7
IV - Poor THICK MILL AND OVERLAY $89.00
V - Very Poor 4.5" SURFACE RECONSTRUCT $114.25
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $0.60 3 Surface Treatment SLURRY SEAL $0.78 4
Restoration Treatment LC & THICK OL W/ FABRIC $8.82 1
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related THIN OVERLAY w/FABRIC $7.02
IV - Poor LC & THICK OL W/ FABRIC $8.82
V - Very Poor RECONSTRUCT SURFACE (AC) $8.75
# of Surface
Seals before
Overlay
Functional
Class

CITY OF FORT BRAGG
Printed: 11/23/2021
Decision Tree
Surface Condition Category Treatment Type Treatment Yrs Between Crack Seals
Yrs Between
Surface Seals
Cost/Sq Yd,
except Seal
Cracks in LF:

Functional Class and Surface combination not used
Criteria: 4 MTC StreetSaver
Selected Treatment is not a Surface Seal
Residential/Local PCC I - Very Good Crack Treatment DO NOTHING $0.00 99 Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor THICK OVERLAY W/ FABRIC (2") $8.12
V - Very Poor PULVERIZE,RESHAPE,COMPACT $9.45
ST I - Very Good Crack Treatment DO NOTHING $0.00 99
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related RUBBERIZED CHIP SEAL $5.00
IV - Poor RUBBERIZED CHIP SEAL $5.00
V - Very Poor AC OVERLAY 1.5 INCHES $39.75
# of Surface
Seals before
Overlay
Functional
Class

CITY OF FORT BRAGG
Printed: 11/23/2021
Decision Tree
Surface Condition Category Treatment Type Treatment Yrs Between Crack Seals
Yrs Between
Surface Seals
Cost/Sq Yd,
except Seal
Cracks in LF:

Functional Class and Surface combination not used
Criteria: 5 MTC StreetSaver
Selected Treatment is not a Surface Seal
Other AC I - Very Good Crack Treatment SEAL CRACKS $1.60 4 Surface Treatment SINGLE CHIP SEAL $3.00 8
Restoration Treatment MILL AND THIN OVERLAY $20.25 3
II - Good, Non-Load Related SINGLE CHIP SEAL $3.00 8
III - Good, Load Related RUBB CHIP SEAL +

MICROSURFACING
$7.50
IV - Poor AC OVERLAY 1.5 INCHES $22.25
V - Very Poor THICK MILL AND OVERLAY $36.75
AC/AC I - Very Good Crack Treatment SEAL CRACKS $1.60 4 Surface Treatment SINGLE CHIP SEAL $1.74 8
Restoration Treatment MILL AND THIN OVERLAY $15.04 3
II - Good, Non-Load Related DOUBLE CHIP SEAL $1.52
III - Good, Load Related HEATER SCARIFY & OVERLAY $5.95 IV - Poor HEATER SCARIFY & OVERLAY $6.14
V - Very Poor RECONSTRUCT SURFACE (AC) $8.75
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $1.60 4 Surface Treatment SINGLE CHIP SEAL $1.74 8
Restoration Treatment MILL AND THIN OVERLAY $15.04 3
II - Good, Non-Load Related DOUBLE CHIP SEAL $1.52
III - Good, Load Related HEATER SCARIFY & OVERLAY $5.95 IV - Poor HEATER SCARIFY & OVERLAY $6.14
V - Very Poor RECONSTRUCT SURFACE (AC) $8.75
# of Surface
Seals before
Overlay
Functional
Class

CITY OF FORT BRAGG
Printed: 11/23/2021
Decision Tree
Surface Condition Category Treatment Type Treatment Yrs Between Crack Seals
Yrs Between
Surface Seals
Cost/Sq Yd,
except Seal
Cracks in LF:

Functional Class and Surface combination not used
Criteria: 6 MTC StreetSaver
Selected Treatment is not a Surface Seal
Other PCC I - Very Good Crack Treatment DO NOTHING $0.00 99 Surface Treatment DO NOTHING $0.00 99
Restoration Treatment DO NOTHING $0.00 100
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor THICK AC OVERLAY(2.5 INCHES) $12.25
V - Very Poor THICK AC OVERLAY(2 INCHES) $23.25
ST I - Very Good Crack Treatment DO NOTHING $0.00 9
Surface Treatment DO NOTHING $0.00 99
Restoration Treatment THICK AC OVERLAY(2.5 INCHES) $0.00 100 II - Good, Non-Load Related SINGLE CHIP SEAL $1.11
III - Good, Load Related SINGLE CHIP SEAL $1.51
IV - Poor SINGLE CHIP SEAL $1.92
V - Very Poor THICK AC OVERLAY(2.5 INCHES) $7.27
# of Surface
Seals before
Overlay
Functional
Class

CITY OF FORT BRAGG
Printed: 11/23/2021
Decision Tree
Surface Condition Category Treatment Type Treatment Yrs Between Crack Seals
Yrs Between
Surface Seals
Cost/Sq Yd,
except Seal
Cracks in LF:

Functional Class and Surface combination not used
Criteria: 7 MTC StreetSaver
Selected Treatment is not a Surface Seal
Appendix C

BUDGET NEEDS ANALYSIS RESULTS
Nichols Consulting Engineers, Chtd.

Budget Needs Reports
The purpose of this section is to answer the question: If the agency had all the money in the world, what sections should be fixed and how much will it cost? Based on the Maintenance & Rehabilitation (M&R) decision tree and the PCIs of the sections, the program will then select a maintenance or rehabilitation action and compute the total costs over the analysis period. The Budget Needs represents the "ideal world" funding levels, while the Budget Scenario reports in the next section represent the most "cost effective" prioritization possible for the actual funding levels.

A budget needs analysis has been performed. The summary results from the analysis are provided. An interest rate of 3% and an inflation factor of 3% were used to project the costs for the analysis period. This report shows the total ten-year budget that would be required to meet the agency’s standards as exemplified in the M&R decision tree.

Budget Needs reports included in this appendix are listed below:
 Projected PCI/Cost Summary
 Preventive Maintenance Treatment/Cost Summary
 Rehabilitation Treatment/Cost Summary
Nichols Consulting Engineers, Chtd.

Needs - Projected PCI/Cost Summary
This report summarizes and projects the network PCI over the ten-year analysis period, both with and without treatments applied. It also reports the associated costs, which are based on the treatment unit costs presented in the M&R decision tree.

COLUMN DESCRIPTION
Year Year in the analysis period.

PCI Treated Projected network average PCI with all needed treatments applied.

PCI Untreated Projected network average PCI without any treatments applied.

PM Cost Total preventive maintenance treatment cost.

Rehab Cost Total rehabilitation treatment cost.

Cost The budget required for each year in the analysis period to meet the agency’s standard as shown on the M&R decision tree.

Total Cost Total budget required over a ten-year period.

Year PCI Treated PCI Untreated PM Cost Rehab Cost Cost
2022 92 65 $1,575,592 $17,974,956 $19,550,548
2023 88 62 $0 $264,548 $264,548
2024 87 60 $112,026 $765,423 $877,449
2025 85 58 $4,043 $0 $4,043
2026 84 56 $26,831 $0 $26,831
2027 86 54 $1,977,082 $0 $1,977,082
2028 84 51 $37,730 $33,873 $71,603
2029 85 49 $1,390,490 $632,743 $2,023,233
2030 85 47 $111,548 $85,717 $197,265
2031 84 45 $66,494 $263,626 $330,120
Total Cost
$25,322,722
PM Total Cost
$5,301,836
% PM

20.94% $20,020,886
Rehab Total Cost
Needs - Projected PCI/Cost
Summary
Printed: 1/28/2022

CITY OF FORT BRAGG
Inflation Rate = % 3.00
Criteria: 1 MTC StreetSaver
Nichols Consulting Engineers, Chtd.

Needs - Preventive Maintenance Treatment/Cost Summary
This report summarizes each preventive maintenance treatment type, quantity of pavement affected, and total costs over the analysis period. It also summarizes the total quantities and costs over the next ten years.

COLUMN DESCRIPTION
Treatment Type of preventive maintenance treatments needed.

Year Year in the analysis period (i.e. 2022, 2023, 2024, etc.).

Area Treated Quantities in linear feet (Seal Cracks) or square yard (Slurry Seal).

Cost Maintenance treatment cost.

Treatment Year Area Treated Cost
SEAL CRACKS 2022 53.19 sq. yd. $55
2024 4.01 sq. yd. $5
2025 3,655.1 sq. yd. $4,043
2026 4,364.96 sq. yd. $5,221
2027 416.73 sq. yd. $485
2028 615.54 sq. yd. $743
2029 13.21 sq. yd. $17
2030 4,359.71 sq. yd. $5,546
2031 503.02 sq. yd. $671
Total 13,985.48 $16,786
SINGLE CHIP SEAL 2022 5,710.44 sq. yd. $17,133
2029 3,158.56 sq. yd. $10,074
2030 43,943.67 sq. yd. $106,002
Total 52,812.67 $133,209
SLURRY SEAL W/ CRACK SEAL 2022 271,209.56 sq. yd. $1,558,404 2024 19,112.22 sq. yd. $112,021
2026 3,200 sq. yd. $21,610
2027 280,973.56 sq. yd. $1,976,597
2028 5,162.67 sq. yd. $36,987
2029 202,975.78 sq. yd. $1,380,399
2031 8,881.33 sq. yd. $65,823
Total 791,515.11 $5,151,841
Inflation Rate = % 3.00
CITY OF FORT BRAGG Needs - Preventive Maintenance
Treatment/Cost Summary
Printed: 1/28/2022
Criteria: 1 MTC StreetSaver
Total Quantity 858,313.25 $5,301,836
Nichols Consulting Engineers, Chtd.

Needs - Rehabilitation Treatment/Cost Summary
This report summarizes each rehabilitation treatment type, quantity of pavement affected, and total costs over the analysis period. It also summarizes the total quantities and costs over the next ten years.

COLUMN DESCRIPTION
Treatment Type of rehabilitation treatments needed.

Year Year in the analysis period (i.e. 2022, 2023, 2024, etc.).

Area Treated Quantities in square yard.

Cost Rehabilitation treatment cost.

Treatment Year Area Treated Cost
12" FDR W/ 4" HMA 2022 3,005 sq.yd. $434,974
Total 3,005 sq.yd. $434,974

4.5" SURFACE RECONSTRUCT 2022 33,327.33 sq.yd. $3,807,654 Total 33,327.33 sq.yd. $3,807,654
8" FDR W/ 3.5" HMA 2022 14,446.11 sq.yd. $1,704,642
Total 14,446.11 sq.yd. $1,704,642
MICROSURFACING W/ CRACK SEAL AND 3%

DIGOUTS
2022 9,702 sq.yd. $77,618
2029 7,131.78 sq.yd. $70,172
Total 16,833.78 sq.yd. $147,790
MICROSURFACING W/ CRACK SEAL AND 5%

DIGOUTS
2022 24,677.11 sq.yd. $283,792
2024 19,968.67 sq.yd. $243,628
2029 23,468.22 sq.yd. $331,928
2031 17,569.22 sq.yd. $263,626
Total 85,683.22 sq.yd. $1,122,974
RUBBERIZED CHIP SEAL+MICROSURFACING W/
3% DIGOUTS
2022 2,063.11 sq.yd. $28,368
2024 8,387.78 sq.yd. $122,357
2028 2,063.11 sq.yd. $33,873
2030 4,921.11 sq.yd. $85,717
Total 17,435.11 sq.yd. $270,315
THICK MILL AND OVERLAY 2022 98,874.44 sq.yd. $8,020,155 2029 2,107.11 sq.yd. $230,643
Total 100,981.56 sq.yd. $8,250,798
AC OVERLAY 2 INCHES 2022 70,587.56 sq.yd. $3,568,901
2023 5,162.67 sq.yd. $264,548
2024 7,568 sq.yd. $399,438
Total 83,318.22 sq.yd. $4,232,887
AC OVERLAY 1.5 INCHES 2022 2,195.56 sq.yd. $48,852
Total 2,195.56 sq.yd. $48,852
Needs - Rehabilitation
Treatment/Cost Summary
Printed: 1/28/2022

CITY OF FORT BRAGG
Inflation Rate = % 3.00
Criteria: 1 MTC StreetSaver
Total Cost $20,020,886
Appendix D

BUDGET SCENARIO RESULTS
Nichols Consulting Engineers, Chtd.

Scenario 1: Existing Budget
Cost Summary Report
Network Condition Summary Report
CITY OF FORT BRAGG Scenarios - Cost Summary
Interest: 3.00% Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
2022 $1,000,000
$2,594
$0
$2,594
$0
$0
$1,333 $364 $18,080,618 $0
$85,790
12%
$0
$985,856
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2023 $1,000,000
$714,250
$51,262
$325,406
$262,218
$75,364
$269,232 $0 $18,859,427 $0
$691
12%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2024 $1,000,000
$889,204
$122,357
$182,760
$427,519
$156,568
$100,012 $0 $19,622,820 $0
$2,665
5%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2025 $1,000,000
$849,135
$0
$358,194
$364,104
$126,837
$131,366 $0 $20,202,109 $0
$1,184
8%
$129
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2026 $1,000,000
$713,904
$129,025
$95,240
$289,438
$200,201
$246,862 $0 $23,108,469 $0
$1,937
8%
$742
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2027 $1,000,000
$705,643
$0
$306,569
$384,891
$14,183
$95,731 $0 $26,143,720 $0
$114,076
2%
$73,537
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2028 $1,000,000
$814,848
$0
$305,496
$298,173
$211,179
$136,052 $0 $26,493,983 $0
$801
5%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2029 $1,000,000
$509,746
$0
$3,191
$469,944
$36,611
$154,676 $0 $27,675,691 $0
$3,857
2%
$23,166
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:

Scenarios Criteria:
1 MTC StreetSaver
2030 $1,000,000
$888,829
$97,068
$91,401
$0
$700,360
$87,192 $0 $29,108,518 $0
$565
5%
$214
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2031 $1,000,000
$789,814
$123,116
$163,753
$0
$502,945
$187,558 $0 $30,264,795 $0
$2,246
5%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Functional Class Rehabilitation Prev. Maint. Stop Gap
Summary
Stop Gap
Funded Unmet
Arterial $646,277 $175,327 $0 $28,718
Collector $2,938,888 $783,094 $0 $49,656
Other $388,413 $42,096 $0 $58,589
Residential/Local $3,890,245 $507,285 $0 $76,850
Grand Total: $7,863,823 $1,507,802 $0 $213,813
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:

Scenarios Criteria:
2 MTC StreetSaver
Year Budget PM Year Budget PM Year Budget PM
2022 $1,000,000 12%
2023 $1,000,000 12%
2024 $1,000,000 5%
2025 $1,000,000 8%
2026 $1,000,000 8%
2027 $1,000,000 2%
2028 $1,000,000 5%
2029 $1,000,000 2%
2030 $1,000,000 5%
2031 $1,000,000 5%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated
Lane Miles
Year Never Treated
2022 65 66 0.91 1.88
2023 62 65 3.15 6.21
2024 60 64 2.46 4.92
2025 58 64 2.18 4.21
2026 56 63 4.20 8.34
2027 54 62 3.83 7.62
2028 51 61 3.71 7.36
2029 49 60 3.39 6.51
2030 47 59 3.70 7.49
2031 45 58 4.35 8.51
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2022, prior to applying treatments.

Arterial Collector Res/Loc Other Total
I 2.9% 20.5% 30.7% 1.6% 55.7%
II / III 3.8% 8.2% 7.2% 0.0% 19.2%
IV 5.5% 1.0% 4.0% 0.4% 10.7%
V 0.5% 2.4% 5.5% 6.0% 14.3%
Total 12.6% 32.1% 47.4% 8.0% 100.0%
Condition
Condition in year 2022 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 3.8% 21.2% 30.9% 1.6% 57.6%
II / III 3.8% 8.2% 7.1% 0.0% 19.1%
IV 4.9% 1.0% 4.0% 0.4% 10.2%
V 0.1% 1.7% 5.3% 6.0% 13.1%
Total 12.6% 32.1% 47.4% 8.0% 100.0%
Condition
Condition in year 2031 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 3.9% 16.5% 37.3% 3.2% 60.9%
II / III 0.0% 5.4% 0.6% 0.0% 6.0%
IV 3.8% 5.9% 2.8% 0.0% 12.5%
V 4.9% 4.3% 6.7% 4.8% 20.7%
Total 12.6% 32.1% 47.4% 8.0% 100.0%
Scenarios - Network Condition Summary
Printed: 1/28/2022

CITY OF FORT BRAGG
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Interest: 3% Inflation: 3%
Criteria: MTC StreetSaver
Scenarios Criteria: (Functional Class <> RL - Rural Local (7 1 Nichols Consulting Engineers, Chtd.

Scenario 2: Improve PCI to 75
Cost Summary Report
Network Condition Summary Report
CITY OF FORT BRAGG Scenarios - Cost Summary
Interest: 3.00% Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S2 IMPROVE PCI TO 75
2022 $950,000
$51,913
$22,336
$2,594
$0
$26,983
$2,006 $0 $18,120,902 $0
$84,854
0%
$0
$895,579
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2023 $1,300,000
$647,276
$0
$0
$0
$647,276
$652,552 $0 $18,491,595 $0
$691
50%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2024 $850,000
$750,760
$0
$11,632
$0
$739,128
$98,827 $0 $19,383,585 $0
$5,327
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2025 $1,100,000
$878,892
$52,087
$810,260
$0
$16,545
$220,482 $0 $19,836,823 $0
$1,410
20%
$129
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2026 $3,400,000
$3,393,118
$205,183
$653,988
$2,340,961
$192,986
$2,605 $0 $19,563,309 $0
$0
0%
$1,098
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2027 $4,700,000
$4,607,241
$0
$0
$2,498,184
$2,109,057
$19,207 $0 $17,587,750 $0
$69,346
0%
$73,537
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2028 $4,100,000
$3,676,715
$0
$0
$3,356,993
$319,722
$421,480 $0 $15,419,562 $0
$801
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2029 $3,399,996
$3,303,020
$11,020
$3,191
$2,076,276
$1,212,533
$73,059 $0 $13,702,761 $0
$0
0%
$23,166
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:

Scenarios Criteria:
1 MTC StreetSaver
2030 $4,000,000
$3,498,649
$0
$0
$0
$3,498,649
$500,300 $0 $11,132,841 $0
$0
10%
$214
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2031 $3,000,000
$2,769,012
$0
$1,662,968
$617,863
$488,181
$230,563 $0 $10,994,975 $0
$0
7%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Functional Class Rehabilitation Prev. Maint. Stop Gap
Summary
Stop Gap
Funded Unmet
Arterial $8,232,988 $422,068 $0 $13,675
Collector $9,498,483 $1,027,292 $0 $43,765
Other $1,473,804 $72,273 $0 $27,976
Residential/Local $5,266,900 $797,592 $0 $77,014
Grand Total: $24,472,175 $2,319,225 $0 $162,430
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:

Scenarios Criteria:
2 MTC StreetSaver
Year Budget PM Year Budget PM Year Budget PM
2022 $950,000 0%
2023 $1,300,000 50%
2024 $850,000 10%
2025 $1,100,000 20%
2026 $3,400,000 0%
2027 $4,700,000 0%
2028 $4,100,000 10%
2029 $3,399,996 0%
2030 $4,000,000 10%
2031 $3,000,000 7%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated
Lane Miles
Year Never Treated
2022 65 66 1.14 2.34
2023 62 68 6.03 11.91
2024 60 69 3.03 5.82
2025 58 68 3.44 6.98
2026 56 69 6.42 12.37
2027 54 70 5.20 10.39
2028 51 72 8.12 15.94
2029 49 72 4.20 8.08
2030 47 74 6.06 12.10
2031 45 75 8.66 17.16
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2022, prior to applying treatments.

Arterial Collector Res/Loc Other Total
I 2.9% 20.5% 30.7% 1.6% 55.7%
II / III 3.8% 8.2% 7.2% 0.0% 19.2%
IV 5.5% 1.0% 4.0% 0.4% 10.7%
V 0.5% 2.4% 5.5% 6.0% 14.3%
Total 12.6% 32.1% 47.4% 8.0% 100.0%
Condition
Condition in year 2022 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 3.8% 21.2% 31.2% 1.8% 58.0%
II / III 3.8% 8.2% 6.7% 0.0% 18.7%
IV 4.9% 1.0% 4.0% 0.4% 10.2%
V 0.1% 1.7% 5.5% 5.8% 13.1%
Total 12.6% 32.1% 47.4% 8.0% 100.0%
Condition
Condition in year 2031 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 12.6% 26.7% 37.2% 8.0% 84.5%
II / III 0.0% 2.2% 1.8% 0.0% 4.0%
IV 0.0% 0.0% 0.6% 0.0% 0.6%
V 0.0% 3.2% 7.8% 0.0% 11.0%
Total 12.6% 32.1% 47.4% 8.0% 100.0%
Scenarios - Network Condition Summary
Printed: 1/28/2022

CITY OF FORT BRAGG
Scenario: 2021 S2 IMPROVE PCI TO 75
Interest: 3% Inflation: 3%
Criteria: MTC StreetSaver
Scenarios Criteria:
1 Appendix E

PAVEMENT CONDITION MAPS
Nichols Consulting Engineers, Chtd.

Current Network Condition – 2021
Current PCI Condition
Printed: 1/28/2022

CITY OF FORT BRAGG
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
Nichols Consulting Engineers, Chtd.

Scenario 1: Existing Budget
Projected Street Network Condition – 2031
Scenario PCI Condition
2021 S1: CITY'S EXISTING FUNDING ($1.0M/YEAR) - 2031 Project Period - Total Rehab for 2031: $789,814 - Printed: 1/28/2022

CITY OF FORT BRAGG
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
Nichols Consulting Engineers, Chtd.

Scenario 2: Improve PCI to 75
Projected Street Network Condition – 2031
Scenario PCI Condition
2021 S2 IMPROVE PCI TO 75 - 2031 Project Period - Total Rehab for 2031: $2,769,012 - Printed: 1/28/2022

CITY OF FORT BRAGG
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
Appendix F
SECTIONS SELECTED FOR TREATMENT – SCENARIO 1
Year Budget PM Year Budget PM Year Budget PM
2022 $1,000,000 12%
2023 $1,000,000 12%
2024 $1,000,000 5%
2025 $1,000,000 8%
2026 $1,000,000 8%
2027 $1,000,000 2%
2028 $1,000,000 5%
2029 $1,000,000 2%
2030 $1,000,000 5%
2031 $1,000,000 5%
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2022
SNUG HARBOR PLACE OCEAN VIEW DR SOUTH END SNUGH 001 R AC $1,278 2,755 SLURRY SEAL W/

CRACK SEAL
110 19 2,090 93 93 97
Treatment Total $1,278
PARK ST. 003 END OF 002 0+00 END OF ST. 1+45 PARK 003 R AC 0 $2,594 8,991 MICROSURFACING W/ CRACK SEAL AND 5%

DIGOUTS
145 14 2,030 66 66 76
Treatment Total $2,594
**BOATYARD DR. 002 N.SIDE DRIVE WY 0
HARVEST 0+00
N.F. HWY20 7+85 BOATYA 002 A AC/AC $287,877 8,750 THICK MILL AND

OVERLAY
785 41 32,185 48 48 100
Treatment Total $287,877
**CHESTNUT ST. 001 E.F. CURB HWY1 0
0+00
END OF CURBGUTTER S.

SIDEWALK
CHESTN 001 498 40 19,920 A AC 5 5 100 $236,827 6,292 12" FDR W/ 4" HMA Treatment Total $236,827
**WEST FIR ST. E.F.@ ALLEY 0+00 W.F. HWY1 8+25 WFIR 001 900 43 38,700 C AC 0 3 3 100 $370,875 6,119 8" FDR W/ 3.5" HMA Treatment Total $370,875
**AZALEA CIRCLE W.F. CURB S. 0
SANDERSON 0+00
END OF

CULDESAC
AZALEA 001 R AC $90,277 5,712 4.5" SURFACE

RECONSTRUCT
275 38 10,450 15 15 100
Treatment Total $90,277
DELMAR DR OCEAN VIEW DR END SOUTH DELM 002 242 30 7,260 R AC 88 88 89 $13 1,319,344 SEAL CRACKS NOYO POINT RD CYPRESS ST END AT LOT NOYOPT 001 1,828 24 43,872 R AC 93 94 94 $42 992,905 SEAL CRACKS Treatment Total $55
Year 2022 Area Total 156,507 Year 2022 Total $989,783
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 1 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2023
MAPLE ST. 005 ALLEY BETWN 0

WHIPPLE

HARRISON
S. FRANKLIN MAPLE 005A 900 49 44,100 C AC 68 66 100 $251,089 8,571 AC OVERLAY 2 INCHES Treatment Total $251,089
AIRPORT ROAD W/C.L. SIGN 5+87 E.EDGE HWY1 0
@ LIMIT LINE
8+55
AIRPOR 001B R AC $3,712 5,960 SLURRY SEAL W/

CRACK SEAL
268 22 5,896 93 91 96
BOATYARD DR. 001 5+30 FORM HWY1 0
0+00
4+32 FROM
BEGIN
BOATYA 001 A AC/AC $7,713 13,070 SLURRY SEAL W/

CRACK SEAL
432 24 10,368 92 89 95
EAST ALDER 001 E.F CURB HWY 1 0
0+00
W.F.CURB
N.FRANKLIN ST.
3+40
EALDER 001 C AC $10,040 26,615 SLURRY SEAL W/

CRACK SEAL
340 43 14,620 83 82 89
EAST CYPRESS ST. 001 END OF KEMPEE 0
@ VALVE BOX 0+0
W.F.CURB RIVER
DRV 12+96
ECYPRES 001 C AC/AC $35,597 31,682 SLURRY SEAL W/

CRACK SEAL
1,296 40 51,840 81 80 88
NORTH HARBOR DRIVE 0
002
E.F.CURB S
FRANKLIN ST.
0+00
E.F.CURB HWY 1
4+55
NHARBO 002 R AC $9,165 17,685 SLURRY SEAL W/

CRACK SEAL
455 32 14,560 81 80 87
NORTH HAROLD ST. 0
006
LAUREL ST ALDER ST NHAROL 006 C AC/AC $32,851 31,155 SLURRY SEAL W/

CRACK SEAL
920 52 47,840 74 73 82
EAST OAK ST. 001 E.F. CURB HWY 1 0
0+00
W.F.CURB
McKINLEY 32+25
OAK 001 A AC $107,957 22,659 SLURRY SEAL W/

CRACK SEAL
3,225 45 145,125 81 79 87
PERKINS WAY N.F. CURB E. FIR 0
ST. 0+00
@ DEAD
END10+53
PERKIN 001 R AC $21,873 18,330 SLURRY SEAL W/

CRACK SEAL
1,053 33 34,749 79 78 86
WALL ST. 001 WILLOW N.F. 0
CURB@ALLEY
ST 13+50
WALL 001B R AC/AC $15,548 22,850 SLURRY SEAL W/

CRACK SEAL
650 38 24,700 79 78 86
WALL ST. 002 E.F. CURB @ 0
ALLEY 0+00
N.F. CURB
CHESTNUT ST.

WALL 002 R AC/AC $16,744 24,088 SLURRY SEAL W/

CRACK SEAL
700 38 26,600 81 80 88
Treatment Total $261,200
HAZELWOOD ST. S.F. SOUTH ST. 0
0+00
HYDRANT @
END OF ST.3+60
HAZELW 001 R AC $9,229 15,147 MICROSURFACING W/
CRACK SEAL AND 3%

DIGOUTS
360 28 10,080 64 63 73
MADRONE ST. 002 CORRY ST W.F. CURB @ 0
HAROLD 13+00
MADRON 010 R AC $16,114 12,083 MICROSURFACING W/
CRACK SEAL AND 3%

DIGOUTS
400 44 17,600 63 61 72
OCEAN VIEW 0
DRV.WEST 001
W.F. CURB HWY1
0+00
4+18 FROM W.F.

HWY1
OCEANV 001 R AC/AC $13,778 14,815 MICROSURFACING W/
CRACK SEAL AND 3%

DIGOUTS
418 36 15,048 68 67 76
WALNUT ST. 001 W.F.CURB GROVE 0
0+00
WHIPPLE WALNUT 001 R AC $12,141 11,984 MICROSURFACING W/ CRACK SEAL AND 3%

DIGOUTS
340 39 13,260 62 60 71
Treatment Total $51,262
MADRONE ST. 001 E.F.CURB @ HWY 0
1 0+00
W.F.CURB @
McPHERSON
ST.6+50
MADRON 001 R AC $36,786 8,672 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
650 43 27,950 67 65 75
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 2 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2023
MANZANITA ST. W.F. CURB N. 0
FRANKLIN ST.0+00
E.F. CURB HWY1
3+30
MANZAN 001 R AC $11,293 8,800 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
330 26 8,580 69 67 77
WILLOW ST. 001 W.F.CURB 0
S.SANDERSON
0+00
E.EDGE ALLEY

LIVINGSTON
6+23
WILLOW 001 R AC $26,238 8,672 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
623 32 19,936 67 65 75
Treatment Total $74,317
CEDAR ST. 002 END CURB 1320 0
CEDAR 0+00
1631 EAST
PROP. LINE
8+90
CEDAR 002 R AC $67,734 5,007 THICK MILL AND

OVERLAY
350 19 6,650 42 40 100
HARBOR AVE OCEAN VIEW DR SOUTH END HARAV 001 R AC/AC 0 $35,752 4,778 THICK MILL AND

OVERLAY
90 39 3,510 49 47 100
LONNE WAY E.F. SNADERSON 0
0+00
END OF
CULDESAC 4+87
LONNE 001 R AC $158,732 5,009 THICK MILL AND

OVERLAY
487 32 15,584 42 40 100
N100D E OAK ST E ALDER ST N100D N100D1 O AC $35,077 12,490 THICK MILL AND

OVERLAY
417 20 8,340 21 18 100
N102C N101C MAIN ST N102C N102C1 O AC $15,966 12,490 THICK MILL AND

OVERLAY
146 26 3,796 16 13 100
Treatment Total $313,261
HAZEL ST. S HARRISON ST EST END HAZEL 004 R AC 0 $24,321 3,774 4.5" SURFACE

RECONSTRUCT
155 12 1,860 5 1 100
Treatment Total $24,321
N300E E REDWOOD AVE E LAUREL ST N300E N300E1 416 18 7,488 O AC 94 91 96 $2,571 9,972 SINGLE CHIP SEAL S100J MADRONE ST E OAK ST S100J S100J1 418 14 5,852 O AC 94 91 96 $2,010 9,954 SINGLE CHIP SEAL S301N S302N WILLOW ST S301N S301N1 652 12 7,824 O AC 94 91 96 $2,687 10,523 SINGLE CHIP SEAL S302N S301N WALL ST S302N S302N1 139 16 2,224 O AC 94 91 96 $764 9,917 SINGLE CHIP SEAL Treatment Total $8,032
Year 2023 Area Total 595,980 Year 2023 Total $983,482
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2024
SOUTH LINCOLN ST. MAPLE ST WILLOW ST SLINCO 015A 282 30 8,460 C AC 0 68 63 100 $49,613 8,665 AC OVERLAY 2 INCHES Treatment Total $49,613
CHESTNUT ST. 002 END CURB- 0
GUTTER@001,
0+00
S. WHIPPLE CHESTN 005 C AC/AC $20,008 22,454 SLURRY SEAL W/

CRACK SEAL
884 32 28,288 83 80 87
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 3 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2024
DUBOIS LANE S.F. CURB 0
WALNUT 0+00
END OF
PAVEMENT 2+07
DUBOIS 001 R AC/AC $3,356 10,253 SLURRY SEAL W/

CRACK SEAL
207 25 5,175 94 90 95
EAST LAUREL 002 E.F.CURB 0
N.HARRISON 0+00
W.F.CURB
N.HAROLD
10+05
ELAURE 002 C AC/AC $28,433 24,630 SLURRY SEAL W/

CRACK SEAL
1,005 40 40,200 75 72 81
EAST OAK ST. 002 E.F. CURB 0
McKINLEY ST.
0+00
BACK E.SIDE
SDWLK. DANA
17+25
OAK 002 R AC $44,735 18,270 SLURRY SEAL W/

CRACK SEAL
1,725 40 69,000 77 74 82
Treatment Total $96,532
CHESTNUT ST. 003 SANDERSON WY END OF STREET 0
(9+75)
CHESTN 015 C AC/AC $50,570 10,029 RUBBERIZED CHIP
SEAL+MICROSURFACI
NG W/ 3% DIGOUTS
975 32 31,200 73 70 79
WEST ELM ST. W.F. CURB HWY1 0
0+00
W.EDGE

PAVEMENT
10+30
WELM 001 C AC $71,787 6,987 RUBBERIZED CHIP
SEAL+MICROSURFACI
NG W/ 3% DIGOUTS
1,030 43 44,290 73 68 78
Treatment Total $122,357
JEWETT ST. S.F.SIDEWALK 0
OAK ST.0+00
END OF
CULDESAC 5+36
JEWETT 001 R AC $28,338 8,626 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
536 39 20,904 72 69 78
LIVINGSTON ST. S.F.CURB OAK 0
0+00
N.F.CURB
WILLOW ST.6+17
LIVING 001 R AC/AC $29,275 8,747 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
617 35 21,595 72 69 78
NORTH HARBOR DRIVE 0
001

CITY LIMITS
@GUARD RAIL
0+00
E.F.CURB S.

FRANKLIN 19+90
NHARBO 001 R AC $75,534 8,626 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
1,990 28 55,720 72 69 78
Treatment Total $133,147
DENNISON LANE S.EDGE OF 0
PAVEMANT 0+00
N.W.PROP LN.

STANLEY 8+53
DENNIS 001 R AC $125,285 4,839 THICK MILL AND

OVERLAY
853 14 11,942 46 41 100
JOHN CIMOLINO WAY STEWART ST END JOHNCIMO 001 R AC $108,017 4,769 THICK MILL AND

OVERLAY
286 36 10,296 49 44 100
N100E E OAK ST E ALDER ST N100E N100E1 O AC $28,626 12,126 THICK MILL AND

OVERLAY
413 16 6,608 6 0 100
S202F MAPLE ST 105' N/O MAPLE
ST
S202F S202F1 O AC $6,369 12,126 THICK MILL AND

OVERLAY
105 14 1,470 1 0 100
WALNUT ST. GROVE ST EAST END WALNUT 004 R AC/AC 0 $84,811 4,710 THICK MILL AND

OVERLAY
188 43 8,084 51 46 100
WEST CYPRESS WEST END S MAIN ST WCYPST 001 C AC 0 $109,406 4,431 THICK MILL AND

OVERLAY
165 50 8,250 51 43 100
Treatment Total $462,514
CHIEF CELERI DR W OAK ST W ALDER ST CELERI 001 475 15 7,125 A AC 4 0 100 $121,573 4,384 12" FDR W/ 4" HMA Treatment Total $121,573
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 4 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2024
S500D WALNUT ST E CHESTNUT ST S500D S500D1 614 16 9,824 O AC 94 89 95 $3,475 15,123 SINGLE CHIP SEAL Treatment Total $3,475
MAPLE ST. 001 W.F.CURB 0
S.LINCOLN 0+00
S.HAROLD MAPLE 001A 640 45 28,800 C AC/AC 95 88 89 $5 30,729,948 SEAL CRACKS Treatment Total $5
Year 2024 Area Total 417,231 Year 2024 Total $989,216
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2025
EAST ELM ST. E.F.@ HWY1 0+00 W.F. CURB N 0

FRANKLIN ST
3+25
EELM 001 325 44 14,300 C AC 75 68 100 $86,378 7,792 AC OVERLAY 2 INCHES MAPLE ST. 001 S.HAROLD ALLEY BETWN 0

WHIPPLE

HARRISON
MAPLE 001B 1,000 45 45,000 C AC 69 61 100 $271,816 8,610 AC OVERLAY 2 INCHES Treatment Total $358,194
DELMAR DR OCEAN VIEW DR END SOUTH DELM 002 R AC $4,849 17,716 SLURRY SEAL W/

CRACK SEAL
242 30 7,260 88 86 92
EAST ALDER 002 HAROLD @HYDRANT 0
END OF ST.
28+45
EALDER 002B R AC $36,209 17,498 SLURRY SEAL W/

CRACK SEAL
1,261 43 54,223 81 76 85
EAST LAUREL ST. 001 E.F. CURB HWY1 0
0+00
W.F. CURB

HARRISON ST
9+25
ELAURE 001 C AC $30,324 18,232 SLURRY SEAL W/

CRACK SEAL
925 45 41,625 87 81 88
MAPLE ST. 005 S. FRANKLIN E.F. CURB HWY 0
1 MAPLE 005B C AC $14,279 17,032 SLURRY SEAL W/

CRACK SEAL
400 49 19,600 81 74 82
SOUTH McPHERSON 0
ST.

MAPLE N.F. CURB
CHESTNUT ST.

SMcPHE 003 C AC $33,400 17,821 SLURRY SEAL W/

CRACK SEAL
1,042 44 45,848 90 84 91
WEST PINE ST. END SIDE WALK 0
N.SIDE 0+00
W.F. CURB HWY
1 2+58
WPINE 002 C AC $8,082 16,709 SLURRY SEAL W/

CRACK SEAL
258 43 11,094 80 73 81
Treatment Total $127,143
EAST SPRUCE ST. E.F. CURB HWY1 0
0+00

CEMETARY
GATE 5+07
ESPRUC 001 R AC $246,536 4,690 THICK MILL AND

OVERLAY
507 45 22,815 49 42 100
HAZEL ST. E.F CURB HWY1 0
0+00
W.F.CURB
S.FRANKLIN
3+40
HAZEL 001 R AC $117,568 4,636 THICK MILL AND

OVERLAY
340 32 10,880 51 44 100
N100H E OAK ST E ALDER ST N100H N100H1 O AC $29,557 11,773 THICK MILL AND

OVERLAY
414 16 6,624 2 0 100
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 5 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2025
N200F E ALDER ST E REDWOOD
AVE
N200F N200F1 O AC $25,425 11,773 THICK MILL AND

OVERLAY
407 14 5,698 4 0 100
Treatment Total $419,086
DICKWILLIAMS WAY DANA ST END AT CDS DICKWI 001 R AC $71,855 3,557 4.5" SURFACE

RECONSTRUCT
185 28 5,180 9 0 100
Treatment Total $71,855
S500H WALNUT ST E CHESTNUT ST S500H S500H1 635 18 11,430 O AC 94 87 93 $4,164 19,067 SINGLE CHIP SEAL Treatment Total $4,164
**BOATYARD DR. 002 N.SIDE DRIVE WY 0
HARVEST 0+00
N.F. HWY20 7+85 BOATYA 002 785 41 32,185 A AC/AC 48 87 88 $33 2,550,889 SEAL CRACKS **CHESTNUT ST. 001 E.F. CURB HWY1 0
0+00
END OF CURBGUTTER S.

SIDEWALK
CHESTN 001 498 40 19,920 A AC 5 87 88 $43 1,026,195 SEAL CRACKS S100H MADRONE ST E OAK ST S100H S100H1 410 14 5,740 O AC 96 88 89 $18 1,187,114 SEAL CRACKS S300G HAZEL ST MAPLE ST S300G S300G1 373 16 5,968 O AC 96 88 89 $18 1,187,114 SEAL CRACKS S300K S END MAPLE ST S300K S300K1 579 13 7,527 O AC 96 88 89 $23 1,187,114 SEAL CRACKS **WEST FIR ST. E.F.@ ALLEY 0+00 W.F. HWY1 8+25 WFIR 001 900 43 38,700 C AC 0 3 91 92 $53 811,288 SEAL CRACKS Treatment Total $188
Year 2025 Area Total 411,617 Year 2025 Total $980,630
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
EAST PINE ST. CORRY ST W.F. CURB 0

HAROLD ST
19+30
EPINE 010 356 43 15,308 C AC 79 69 100 $95,240 7,442 AC OVERLAY 2 INCHES Treatment Total $95,240
EDDY ST. W.F. CURB S 0
SANDERSON 0+00

END OF STREET
3+18
EDDY 001 R AC $8,968 17,070 SLURRY SEAL W/

CRACK SEAL
318 41 13,038 82 76 84
EAST FIR ST. 002 RR TRACKS W.F.CURB H 0

FRANKLIN
EFIR 003 C AC/AC $6,339 17,645 SLURRY SEAL W/

CRACK SEAL
192 44 8,448 92 84 91
NORTH CORRY ST. N.F.CURB OAK 0
ST.0+00
S.F.CURB FIR
ST. 22+47
NCORRY 001 R AC $64,912 17,219 SLURRY SEAL W/

CRACK SEAL
2,247 42 94,374 79 73 81
OCEAN VIEW 0
DRV.EAST 003
E.F. CURB HWY 1
0+00
5+30 FROM
HWY1
OCEANV 003 R AC $9,479 17,069 SLURRY SEAL W/

CRACK SEAL
530 26 13,780 82 76 84
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 6 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
PARK ST. 002 S.F. CURB 0
WILLOW 0+00
WHERE
ST.NARROWS
300 BLK 5+68
PARK 002 R AC $10,939 17,177 SLURRY SEAL W/

CRACK SEAL
568 28 15,904 81 75 83
SOUTH DANA ST. N.F. CUEB 0

CHESTNUT ST
0+00
S.F. CURB OAK
ST. 19+00
SDANA 001 C AC $57,026 17,524 SLURRY SEAL W/

CRACK SEAL
1,900 40 76,000 91 83 90
SOUTH SANDERSON 0
ST. 001
N.F. CURB

CHESTNUT ST
0+00
S.F. CURB OAK
ST 19+15
SSANDE 001 C AC $57,476 17,525 SLURRY SEAL W/

CRACK SEAL
1,915 40 76,600 91 83 90
SOUTH WHIPPLE ST. 0
002
N.SIDE HAZEL RT
OF WAY 0+00
N.F. CURB
WALNUT
ST.12+85
SWHIPP 002 R AC $28,283 17,070 SLURRY SEAL W/

CRACK SEAL
1,285 32 41,120 82 76 84
Treatment Total $243,422
EAST FIR ST. 001 E.F.CURB @ N 0

FRANKLIN ST
E.F.CURB
HAROLD 17+45
EFIR 001 C AC $129,025 6,315 RUBBERIZED CHIP
SEAL+MICROSURFACI
NG W/ 3% DIGOUTS
1,745 43 75,035 77 66 76
Treatment Total $129,025
N100J E OAK ST E ALDER ST N100J N100J1 O AC $30,737 11,430 THICK MILL AND

OVERLAY
418 16 6,688 0 0 100
N401G 214' N/O LAUREL
ST
E PINE ST N401G N401G1 O AC $13,255 11,430 THICK MILL AND

OVERLAY
206 14 2,884 20 7 100
NANCY WAY N.F.CURB CEDAR 0
0+00
END OF
PAVEMENT @
OSPREY 2+66
NANCY 001 R AC $91,779 4,473 THICK MILL AND

OVERLAY
266 31 8,246 54 45 100
STEWART ST. 002 S.F. CURB W. ELM 0
0+00
SPRUCE STEWAR 002 R AC/AC $197,659 4,501 THICK MILL AND

OVERLAY
413 43 17,759 53 44 100
Treatment Total $333,430
EAST FIR ST. 002 E.F.CURB @ HWY 0
1 0+00
RR TRACKS EFIR 002 142 44 6,248 C AC 33 11 100 $92,200 3,974 8" FDR W/ 3.5" HMA Treatment Total $92,200
HARBOR AVE OCEAN VIEW DR NORTH END HARAV 002 R AC/AC 0 $64,009 3,454 4.5" SURFACE

RECONSTRUCT
140 32 4,480 32 22 100
Treatment Total $64,009
N800C W SPRUCE ST W ELM ST N800C N800C1 422 16 6,752 O AC 94 86 92 $2,534 21,914 SINGLE CHIP SEAL Treatment Total $2,534
**AZALEA CIRCLE W.F. CURB S. 0
SANDERSON 0+00
END OF

CULDESAC
AZALEA 001 275 38 10,450 R AC 15 86 87 $24 675,842 SEAL CRACKS BOATYARD DR. 001 5+30 FORM HWY1 0
0+00
4+32 FROM
BEGIN
BOATYA 001 432 24 10,368 A AC/AC 92 87 88 $8 6,838,530 SEAL CRACKS Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 7 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
EAST ALDER 001 E.F CURB HWY 1 0
0+00
W.F.CURB
N.FRANKLIN ST.
3+40
EALDER 001 340 43 14,620 C AC 83 85 86 $37 1,240,372 SEAL CRACKS EAST CYPRESS ST. 001 END OF KEMPEE 0
@ VALVE BOX 0+0
W.F.CURB RIVER
DRV 12+96
ECYPRES 001 1,296 40 51,840 C AC/AC 81 85 86 $96 2,053,165 SEAL CRACKS MAPLE ST. 005 ALLEY BETWN 0

WHIPPLE

HARRISON
S. FRANKLIN MAPLE 005A 900 49 44,100 C AC 68 87 88 $47 1,723,645 SEAL CRACKS N102G 300 N/O E OAK ST E ALDER ST N102G N102G1 117 16 1,872 O AC/AC 96 87 88 $3 2,809,315 SEAL CRACKS NORTH HAROLD ST. 0
006
LAUREL ST ALDER ST NHAROL 006 920 52 47,840 C AC/AC 74 79 81 $185 1,669,355 SEAL CRACKS EAST OAK ST. 001 E.F. CURB HWY 1 0
0+00
W.F.CURB
McKINLEY 32+25
OAK 001 3,225 45 145,125 A AC 81 80 82 $515 1,072,512 SEAL CRACKS **PENITENTI WAY W.F. CURB 0
S.SANDERSON
0+00
END OF
CULDESAC 2+75
PENITE 001 275 38 10,450 R AC 16 1 2 $355 0 SEAL CRACKS S600E E END WALNUT ST S600E S600E1 610 12 7,320 O AC/AC 96 87 88 $10 2,809,315 SEAL CRACKS **SOUTH HAROLD ST. 0
003
S.F. CHESTNUT ST
0+00
END OF
ST,@W.POWER
POLE 5+00
SHAROL 003 620 16 9,920 R AC 12 0 0 $363 0 SEAL CRACKS
SNUG HARBOR PLACE OCEAN VIEW DR SOUTH END SNUGH 001 110 19 2,090 R AC 93 86 87 $5 677,355 SEAL CRACKS Treatment Total $1,648
Year 2026 Area Total 838,659 Year 2026 Total $961,508
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2027
NORTH HAROLD ST. 0
005
S.F. CURB FIR ST
0+00
LAUREL ST NHAROL 005 920 52 47,840 C AC 80 67 100 $306,569 7,417 AC OVERLAY 2 INCHES Treatment Total $306,569
**BOATYARD DR. 002 N.SIDE DRIVE WY 0
HARVEST 0+00
N.F. HWY20 7+85 BOATYA 002 A AC/AC $26,948 19,438 SLURRY SEAL W/

CRACK SEAL
785 41 32,185 48 84 91
**CHESTNUT ST. 001 E.F. CURB HWY1 0
0+00
END OF CURBGUTTER S.

SIDEWALK
CHESTN 001 A AC $16,679 17,585 SLURRY SEAL W/

CRACK SEAL
498 40 19,920 5 83 90
ESPEY WAY S.F. CURB 0
WALNUT ST 0+00
END OF
PAVEMENT 2+58
ESPEY 001 R AC/AC $6,581 14,847 SLURRY SEAL W/

CRACK SEAL
258 36 9,288 94 85 92
FLORENCE ST. S.F. CURB OAK 0
0+00
N.F. CURB
WILLOW ST.
6+03
FLOREN 001 R AC $13,243 16,693 SLURRY SEAL W/

CRACK SEAL
603 31 18,693 82 74 83
MAPLE ST. 001 W.F.CURB 0
S.LINCOLN 0+00
S.HAROLD MAPLE 001A C AC/AC $22,259 17,442 SLURRY SEAL W/

CRACK SEAL
640 45 28,800 95 85 92
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 8 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2027
OAK TERRACE COURT N.F. CURB OAK ST. 0
0+00
END OF ST. 3+38 OAKTER 001 R AC $8,621 16,364 SLURRY SEAL W/

CRACK SEAL
338 36 12,168 85 77 85
PUDDING CREEK RD. C.L SIGN0+00 E.F. HWY1 @ 0
LIMIT LINE 9+55
PUDDIN 001 R AC $15,562 16,682 SLURRY SEAL W/

CRACK SEAL
955 23 21,965 89 81 88
SOUTH McPHERSON 0
ST.

S.F. CURB OAK ST. MADRONE SMcPHE 001 C AC $14,827 16,807 SLURRY SEAL W/

CRACK SEAL
436 44 19,184 94 84 91
SOUTH SANDERSON 0
ST. 002
412 FT N/O END
OF W. SIDEWALK
S.F. CURB

CHESTNUT ST
1040
SSANDE 010 R AC $13,348 16,512 SLURRY SEAL W/

CRACK SEAL
628 30 18,840 84 76 84
**WEST FIR ST. E.F.@ ALLEY 0+00 W.F. HWY1 8+25 WFIR 001 C AC 0 $29,910 14,999 SLURRY SEAL W/

CRACK SEAL
900 43 38,700 3 88 94
Treatment Total $167,978
KEMPEE WAY 433 FT E/O 0

HOSPITAL WY
N. OF VALVE
BOX 9+35
KEMPPE 010 R AC $212,932 4,242 THICK MILL AND

OVERLAY
502 37 18,574 59 48 100
N402G E LAUREL ST 214' N/O LAUREL
ST
N402G N402G1 O AC $14,183 11,097 THICK MILL AND

OVERLAY
214 14 2,996 0 0 100
PARK ST. 001 S.F. CURB OAK 0
0+00
N.F.CURB
WILLOW 6+00
PARK 001 R AC/AC $171,959 4,362 THICK MILL AND

OVERLAY
600 25 15,000 55 44 100
Treatment Total $399,074
AIRPORT ROAD W/C.L. SIGN 5+87 E.EDGE HWY1 0
@ LIMIT LINE
8+55
AIRPOR 001B 268 22 5,896 R AC 93 86 87 $14 665,892 SEAL CRACKS CEDAR ST. 002 END CURB 1320 0
CEDAR 0+00
1631 EAST
PROP. LINE
8+90
CEDAR 002 350 19 6,650 R AC 42 87 88 $6 1,783,624 SEAL CRACKS CHIEF CELERI DR W OAK ST W ALDER ST CELERI 001 475 15 7,125 A AC 4 87 88 $17 967,288 SEAL CRACKS CHESTNUT ST. 002 END CURB- 0
GUTTER@001,
0+00
S. WHIPPLE CHESTN 005 884 32 28,288 C AC/AC 83 83 84 $74 1,681,185 SEAL CRACKS CHESTNUT ST. 003 SANDERSON WY END OF STREET 0
(9+75)
CHESTN 015 975 32 31,200 C AC/AC 73 74 77 $152 924,774 SEAL CRACKS EAST LAUREL 002 E.F.CURB 0
N.HARRISON 0+00
W.F.CURB
N.HAROLD
10+05
ELAURE 002 1,005 40 40,200 C AC/AC 75 77 79 $178 1,018,209 SEAL CRACKS HARBOR AVE OCEAN VIEW DR SOUTH END HARAV 001 90 39 3,510 R AC/AC 0 49 87 88 $3 1,783,624 SEAL CRACKS HAZEL ST. S HARRISON ST EST END HAZEL 004 155 12 1,860 R AC 0 5 86 87 $5 656,157 SEAL CRACKS LONNE WAY E.F. SNADERSON 0
0+00
END OF
CULDESAC 4+87
LONNE 001 487 32 15,584 R AC 42 87 88 $13 1,783,624 SEAL CRACKS MANZANITA ST. W.F. CURB N. 0
FRANKLIN ST.0+00
E.F. CURB HWY1
3+30
MANZAN 001 330 26 8,580 R AC 69 70 73 $49 600,962 SEAL CRACKS N100D E OAK ST E ALDER ST N100D N100D1 417 20 8,340 O AC 21 87 88 $11 1,114,765 SEAL CRACKS N102C N101C MAIN ST N102C N102C1 146 26 3,796 O AC 16 87 88 $5 1,114,765 SEAL CRACKS N300E E REDWOOD AVE E LAUREL ST N300E N300E1 416 18 7,488 O AC 94 86 87 $28 414,967 SEAL CRACKS Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 9 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2027
NORTH HARBOR DRIVE 0
002
E.F.CURB S
FRANKLIN ST.
0+00
E.F.CURB HWY 1
4+55
NHARBO 002 455 32 14,560 R AC 81 81 83 $51 712,991 SEAL CRACKS OCEAN VIEW 0
DRV.WEST 001
W.F. CURB HWY1
0+00
4+18 FROM W.F.

HWY1
OCEANV 001 418 36 15,048 R AC/AC 68 71 74 $79 911,470 SEAL CRACKS PERKINS WAY N.F. CURB E. FIR 0
ST. 0+00
@ DEAD
END10+53
PERKIN 001 1,053 33 34,749 R AC 79 79 81 $134 705,425 SEAL CRACKS S100J MADRONE ST E OAK ST S100J S100J1 418 14 5,852 O AC 94 86 87 $22 414,945 SEAL CRACKS S301N S302N WILLOW ST S301N S301N1 652 12 7,824 O AC 94 86 87 $30 415,650 SEAL CRACKS S302N S301N WALL ST S302N S302N1 139 16 2,224 O AC 94 86 87 $9 414,904 SEAL CRACKS SOUTH LINCOLN ST. MAPLE ST WILLOW ST SLINCO 015A 282 30 8,460 C AC 0 68 87 88 $10 1,673,442 SEAL CRACKS WALL ST. 001 WILLOW N.F. 0
CURB@ALLEY
ST 13+50
WALL 001B 650 38 24,700 R AC/AC 79 82 83 $78 960,881 SEAL CRACKS WALL ST. 002 E.F. CURB @ 0
ALLEY 0+00
N.F. CURB
CHESTNUT ST.

WALL 002 700 38 26,600 R AC/AC 81 84 85 $62 1,218,672 SEAL CRACKS WEST CYPRESS WEST END S MAIN ST WCYPST 001 165 50 8,250 C AC 0 51 87 88 $10 1,673,442 SEAL CRACKS WEST ELM ST. W.F. CURB HWY1 0
0+00
W.EDGE

PAVEMENT
10+30
WELM 001 1,030 43 44,290 C AC 73 70 73 $250 560,213 SEAL CRACKS Treatment Total $1,290
Year 2027 Area Total 665,227 Year 2027 Total $874,911
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2028
SOUTH ST. 005 E. EDGE VALLEY 0
GUTTER HWY 1
HAZELWOOD ST SOUTH 005 1,218 38 46,284 C AC 80 64 100 $305,496 7,521 AC OVERLAY 2 INCHES Treatment Total $305,496
BOATYARD DR. 001 5+30 FORM HWY1 0
0+00
4+32 FROM
BEGIN
BOATYA 001 A AC/AC $8,942 19,232 SLURRY SEAL W/

CRACK SEAL
432 24 10,368 92 86 92
EAST ALDER 001 E.F CURB HWY 1 0
0+00
W.F.CURB
N.FRANKLIN ST.
3+40
EALDER 001 C AC $11,639 23,527 SLURRY SEAL W/

CRACK SEAL
340 43 14,620 83 84 91
EAST CYPRESS ST. 001 END OF KEMPEE 0
@ VALVE BOX 0+0
W.F.CURB RIVER
DRV 12+96
ECYPRES 001 C AC/AC $41,267 25,954 SLURRY SEAL W/

CRACK SEAL
1,296 40 51,840 81 84 91
NORTH HAROLD ST. 0
006
LAUREL ST ALDER ST NHAROL 006 C AC/AC $38,083 28,934 SLURRY SEAL W/

CRACK SEAL
920 52 47,840 74 79 87
OCEAN VIEW 0
DRV.WEST 001
W.F. CURB HWY1
0+00
4+18 FROM W.F.

HWY1
OCEANV 001 R AC/AC $10,981 19,010 SLURRY SEAL W/

CRACK SEAL
418 36 15,048 68 73 82
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 10 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2028
RASSMUSSEN LANE N EDGE CEDAR 0
0+00

END OF GOOD
PAVEMENT 4+55
RASSMU 001 R AC/AC $4,317 15,571 SLURRY SEAL W/

CRACK SEAL
455 13 5,915 94 83 90
WALL ST. 002 E.F. CURB @ 0
ALLEY 0+00
N.F. CURB
CHESTNUT ST.

WALL 002 R AC/AC $19,410 18,882 SLURRY SEAL W/

CRACK SEAL
700 38 26,600 81 84 91
Treatment Total $134,639
FRONTAGE ROAD(UN- 0
NAMED)
N.END @ LIMIT
LINE 0+00
N.F. CURB
OCEAN VIEW. W
6+80
FRONTA 001 R AC $192,705 4,128 THICK MILL AND

OVERLAY
680 24 16,320 59 48 100
N101C W OAK ST W ALDER ST N101C N101C1 O AC $32,765 10,774 THICK MILL AND

OVERLAY
420 16 6,720 17 0 100
N200C W ALDER ST W REDWOOD
AVE
N200C N200C1 O AC $36,388 10,774 THICK MILL AND

OVERLAY
439 17 7,463 9 0 100
NORTH DANA ST EAST OAK ST END NDANA 001 R AC $105,468 4,152 THICK MILL AND

OVERLAY
319 28 8,932 60 47 100
S200L MAPLE ST WILLOW ST S200L S200L1 O AC $16,519 10,774 THICK MILL AND

OVERLAY
242 14 3,388 0 0 100
Treatment Total $383,845
HOWLAND CT. N.F. CURB OAK 0
ST.0+00
END OF
CULDESAC 2+30
HOWLAN 001 R AC $125,507 3,255 4.5" SURFACE

RECONSTRUCT
230 36 8,280 28 8 100
Treatment Total $125,507
DENNISON LANE S.EDGE OF 0
PAVEMANT 0+00
N.W.PROP LN.

STANLEY 8+53
DENNIS 001 853 14 11,942 R AC 46 87 88 $10 1,731,674 SEAL CRACKS DUBOIS LANE S.F. CURB 0
WALNUT 0+00
END OF
PAVEMENT 2+07
DUBOIS 001 207 25 5,175 R AC/AC 94 88 88 $4 3,741,440 SEAL CRACKS EAST ELM ST. E.F.@ HWY1 0+00 W.F. CURB N 0

FRANKLIN ST
3+25
EELM 001 325 44 14,300 C AC 75 87 88 $17 1,624,701 SEAL CRACKS EAST LAUREL ST. 001 E.F. CURB HWY1 0
0+00
W.F. CURB

HARRISON ST
9+25
ELAURE 001 925 45 41,625 C AC 87 82 84 $135 808,903 SEAL CRACKS JEWETT ST. S.F.SIDEWALK 0
OAK ST.0+00
END OF
CULDESAC 5+36
JEWETT 001 536 39 20,904 R AC 72 72 74 $117 601,446 SEAL CRACKS JOHN CIMOLINO WAY STEWART ST END JOHNCIMO 001 286 36 10,296 R AC 49 87 88 $9 1,731,674 SEAL CRACKS LIVINGSTON ST. S.F.CURB OAK 0
0+00
N.F.CURB
WILLOW ST.6+17
LIVING 001 617 35 21,595 R AC/AC 72 72 75 $115 635,529 SEAL CRACKS MAPLE ST. 001 S.HAROLD ALLEY BETWN 0

WHIPPLE

HARRISON
MAPLE 001B 1,000 45 45,000 C AC 69 87 88 $51 1,624,701 SEAL CRACKS MAPLE ST. 005 S. FRANKLIN E.F. CURB HWY 0
1 MAPLE 005B 400 49 19,600 C AC 81 76 78 $93 661,126 SEAL CRACKS N100E E OAK ST E ALDER ST N100E N100E1 413 16 6,608 O AC 6 87 88 $9 1,082,296 SEAL CRACKS Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 11 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2028
NORTH HARBOR DRIVE 0
001

CITY LIMITS
@GUARD RAIL
0+00
E.F.CURB S.

FRANKLIN 19+90
NHARBO 001 1,990 28 55,720 R AC 72 72 74 $310 601,351 SEAL CRACKS EAST OAK ST. 002 E.F. CURB 0
McKINLEY ST.
0+00
BACK E.SIDE
SDWLK. DANA
17+25
OAK 002 1,725 40 69,000 R AC 77 76 78 $319 657,931 SEAL CRACKS S202F MAPLE ST 105' N/O MAPLE
ST
S202F S202F1 105 14 1,470 O AC 1 87 88 $2 1,082,296 SEAL CRACKS S500D WALNUT ST E CHESTNUT ST S500D S500D1 614 16 9,824 O AC 94 86 87 $39 407,127 SEAL CRACKS SOUTH McPHERSON 0
ST.

MAPLE N.F. CURB
CHESTNUT ST.

SMcPHE 003 1,042 44 45,848 C AC 90 85 86 $120 841,570 SEAL CRACKS WALNUT ST. GROVE ST EAST END WALNUT 004 188 43 8,084 R AC/AC 0 51 87 88 $7 1,731,674 SEAL CRACKS WEST PINE ST. END SIDE WALK 0
N.SIDE 0+00
W.F. CURB HWY
1 2+58
WPINE 002 258 43 11,094 C AC 80 75 77 $56 633,847 SEAL CRACKS Treatment Total $1,413
Year 2028 Area Total 667,703 Year 2028 Total $950,900
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2029
**AZALEA CIRCLE W.F. CURB S. 0
SANDERSON 0+00
END OF

CULDESAC
AZALEA 001 R AC $7,855 13,381 SLURRY SEAL W/

CRACK SEAL
275 38 10,450 15 83 90
CHIEF CELERI DR W OAK ST W ALDER ST CELERI 001 A AC $6,329 16,576 SLURRY SEAL W/

CRACK SEAL
475 15 7,125 4 83 90
CHESTNUT ST. 002 END CURB- 0
GUTTER@001,
0+00
S. WHIPPLE CHESTN 005 C AC/AC $23,194 17,926 SLURRY SEAL W/

CRACK SEAL
884 32 28,288 83 82 89
CHESTNUT ST. 003 SANDERSON WY END OF STREET 0
(9+75)
CHESTN 015 C AC/AC $25,582 20,487 SLURRY SEAL W/

CRACK SEAL
975 32 31,200 73 74 82
EAST LAUREL 002 E.F.CURB 0
N.HARRISON 0+00
W.F.CURB
N.HAROLD
10+05
ELAURE 002 C AC/AC $32,961 21,818 SLURRY SEAL W/

CRACK SEAL
1,005 40 40,200 75 76 84
MAPLE ST. 005 ALLEY BETWN 0

WHIPPLE

HARRISON
S. FRANKLIN MAPLE 005A C AC $36,159 15,531 SLURRY SEAL W/

CRACK SEAL
900 49 44,100 68 82 90
OLSEN LANE S.F. CURB 0
CHESTNUT 0+00
END OF ST. 6+52 OLSEN 001 R AC/AC $13,722 16,046 SLURRY SEAL W/

CRACK SEAL
652 28 18,256 94 82 89
**PENITENTI WAY W.F. CURB 0
S.SANDERSON
0+00
END OF
CULDESAC 2+75
PENITE 001 R AC $7,855 4,074 SLURRY SEAL W/

CRACK SEAL
275 38 10,450 16 0 42
**SOUTH HAROLD ST. 0
003
S.F. CHESTNUT ST
0+00
END OF
ST,@W.POWER
POLE 5+00
SHAROL 003 R AC $7,456 4,074 SLURRY SEAL W/

CRACK SEAL
620 16 9,920 12 0 42
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 12 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2029
SOUTH LINCOLN ST. MAPLE ST WILLOW ST SLINCO 015A C AC 0 $6,937 13,858 SLURRY SEAL W/

CRACK SEAL
282 30 8,460 68 84 91
WEST CYPRESS WEST END S MAIN ST WCYPST 001 C AC 0 $6,765 13,858 SLURRY SEAL W/

CRACK SEAL
165 50 8,250 51 84 91
Treatment Total $174,815
PARK ST. 003 END OF 002 0+00 END OF ST. 1+45 PARK 003 R AC 0 $3,191 7,184 MICROSURFACING W/ CRACK SEAL AND 5%

DIGOUTS
145 14 2,030 66 64 74
Treatment Total $3,191
N200D E ALDER ST E REDWOOD
AVE
N200D N200D1 O AC $36,611 10,460 THICK MILL AND

OVERLAY
405 18 7,290 20 0 100
EAST OAK ST. 003 BACK E.SIDE 0

SDWLK DANA
0+00

CITY LIMIT SIGN
OAK 16+10
OAK 003 R AC $469,944 3,987 THICK MILL AND

OVERLAY
1,610 24 38,640 61 48 100
Treatment Total $506,555
N102G 300 N/O E OAK ST E ALDER ST N102G N102G1 117 16 1,872 O AC/AC 96 85 92 $446 48,580 SINGLE CHIP SEAL S600E E END WALNUT ST S600E S600E1 610 12 7,320 O AC/AC 96 85 92 $1,741 48,580 SINGLE CHIP SEAL Treatment Total $2,187
DELMAR DR OCEAN VIEW DR END SOUTH DELM 002 242 30 7,260 R AC 88 87 88 $17 1,079,066 SEAL CRACKS DICKWILLIAMS WAY DANA ST END AT CDS DICKWI 001 185 28 5,180 R AC 9 86 87 $13 618,491 SEAL CRACKS EAST ALDER 002 HAROLD @HYDRANT 0
END OF ST.
28+45
EALDER 002B 1,261 43 54,223 R AC 81 78 80 $232 662,377 SEAL CRACKS EAST FIR ST. 002 E.F.CURB @ HWY 0
1 0+00
RR TRACKS EFIR 002 142 44 6,248 C AC 33 91 92 $10 720,819 SEAL CRACKS EAST FIR ST. 002 RR TRACKS W.F.CURB H 0

FRANKLIN
EFIR 003 192 44 8,448 C AC/AC 92 86 87 $14 2,256,949 SEAL CRACKS EAST PINE ST. CORRY ST W.F. CURB 0

HAROLD ST
19+30
EPINE 010 356 43 15,308 C AC 79 87 88 $18 1,577,379 SEAL CRACKS EAST SPRUCE ST. E.F. CURB HWY1 0
0+00

CEMETARY
GATE 5+07
ESPRUC 001 507 45 22,815 R AC 49 87 88 $20 1,681,237 SEAL CRACKS HAZEL ST. E.F CURB HWY1 0
0+00
W.F.CURB
S.FRANKLIN
3+40
HAZEL 001 340 32 10,880 R AC 51 87 88 $10 1,681,237 SEAL CRACKS N100H E OAK ST E ALDER ST N100H N100H1 414 16 6,624 O AC 2 87 88 $9 1,050,773 SEAL CRACKS N200F E ALDER ST E REDWOOD
AVE
N200F N200F1 407 14 5,698 O AC 4 87 88 $8 1,050,773 SEAL CRACKS S500H WALNUT ST E CHESTNUT ST S500H S500H1 635 18 11,430 O AC 94 85 87 $49 399,289 SEAL CRACKS Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 13 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2029
SOUTH DANA ST. N.F. CUEB 0

CHESTNUT ST
0+00
S.F. CURB OAK
ST. 19+00
SDANA 001 1,900 40 76,000 C AC 91 84 86 $219 817,550 SEAL CRACKS SOUTH SANDERSON 0
ST. 001
N.F. CURB

CHESTNUT ST
0+00
S.F. CURB OAK
ST 19+15
SSANDE 001 1,915 40 76,600 C AC 91 84 86 $221 817,379 SEAL CRACKS Treatment Total $840
Year 2029 Area Total 580,565 Year 2029 Total $687,588
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2030
MAPLE ST. 005 S. FRANKLIN E.F. CURB HWY 0
1 MAPLE 005B C AC $16,553 14,528 SLURRY SEAL W/

CRACK SEAL
400 49 19,600 81 73 82
NESS AVE. E.F. CURB 0

SANDERSON WAY
0+00
E. P.L. 111 NESS
FENCE 2+45
NESS 001 R AC $4,173 14,507 SLURRY SEAL W/

CRACK SEAL
245 22 5,390 93 79 87
NORTH HAROLD ST. 0
001
END OF
PAVEMENT 0+00
N.S.DRVWY
BEHIND
M.SCHOOL3+16
NHAROL 001 R AC/AC $6,850 16,272 SLURRY SEAL W/

CRACK SEAL
316 28 8,848 94 81 88
NORTH HAROLD ST. 0
002
N.SIDE
M.S.SCH.DRVWAY
0+00
N.CURB @ FIR
ST.2+85
NHAROL 002 R AC/AC $8,826 16,272 SLURRY SEAL W/

CRACK SEAL
285 40 11,400 94 81 88
WALL ST. 001 WILLOW N.F. 0
CURB@ALLEY
ST 13+50
WALL 001B R AC/AC $19,122 18,259 SLURRY SEAL W/

CRACK SEAL
650 38 24,700 79 80 87
WOODWARD ST. S EDGE SOUTH 0
ST. 0+00
END ST. @ NAIL
6+50
WOODWA 001 R AC/AC $13,083 16,272 SLURRY SEAL W/

CRACK SEAL
650 26 16,900 94 81 88
WEST PINE ST. END SIDE WALK 0
N.SIDE 0+00
W.F. CURB HWY
1 2+58
WPINE 002 C AC $9,370 14,197 SLURRY SEAL W/

CRACK SEAL
258 43 11,094 80 72 81
Treatment Total $77,977
WEST ELM ST. W.F. CURB HWY1 0
0+00
W.EDGE

PAVEMENT
10+30
WELM 001 C AC $85,717 5,466 RUBBERIZED CHIP
SEAL+MICROSURFACI
NG W/ 3% DIGOUTS
1,030 43 44,290 73 65 74
Treatment Total $85,717
HAZELWOOD ST. S.F. SOUTH ST. 0
0+00
HYDRANT @
END OF ST.3+60
HAZELW 001 R AC $11,351 12,473 MICROSURFACING W/
CRACK SEAL AND 3%

DIGOUTS
360 28 10,080 64 63 74
Treatment Total $11,351
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 14 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2030
MADRONE ST. 001 E.F.CURB @ HWY 0
1 0+00
W.F.CURB @
McPHERSON
ST.6+50
MADRON 001 R AC $45,242 6,941 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
650 43 27,950 67 63 73
MANZANITA ST. W.F. CURB N. 0
FRANKLIN ST.0+00
E.F. CURB HWY1
3+30
MANZAN 001 R AC $13,889 7,191 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
330 26 8,580 69 68 77
WILLOW ST. 001 W.F.CURB 0
S.SANDERSON
0+00
E.EDGE ALLEY

LIVINGSTON
6+23
WILLOW 001 R AC $32,270 6,941 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
623 32 19,936 67 63 73
Treatment Total $91,401
N200H E ALDER ST E REDWOOD
AVE
N200H N200H1 O AC $30,705 10,155 THICK MILL AND

OVERLAY
424 14 5,936 2 0 100
Treatment Total $30,705
NORTH HAROLD ST. 0
005
ALDER ST N.F. CURB OAK
ST
NHAROL 007 400 52 20,800 C AC 58 23 100 $345,463 3,531 8" FDR W/ 3.5" HMA Treatment Total $345,463
HOLMES LANE E.F. CURB OLD 0
HAUL ROAD 0+00
W.F. CURB
STEWART ST.
5+60
HOLMES 001 R AC $324,192 3,069 4.5" SURFACE

RECONSTRUCT
560 36 20,160 35 10 100
Treatment Total $324,192
S100H MADRONE ST E OAK ST S100H S100H1 410 14 5,740 O AC 96 82 89 $2,424 29,849 SINGLE CHIP SEAL S300G HAZEL ST MAPLE ST S300G S300G1 373 16 5,968 O AC 96 82 89 $2,521 29,849 SINGLE CHIP SEAL S300K S END MAPLE ST S300K S300K1 579 13 7,527 O AC 96 82 89 $3,179 29,849 SINGLE CHIP SEAL Treatment Total $8,124
**BOATYARD DR. 002 N.SIDE DRIVE WY 0
HARVEST 0+00
N.F. HWY20 7+85 BOATYA 002 785 41 32,185 A AC/AC 48 85 86 $64 1,635,535 SEAL CRACKS **CHESTNUT ST. 001 E.F. CURB HWY1 0
0+00
END OF CURBGUTTER S.

SIDEWALK
CHESTN 001 498 40 19,920 A AC 5 83 85 $65 968,868 SEAL CRACKS EDDY ST. W.F. CURB S 0
SANDERSON 0+00

END OF STREET
3+18
EDDY 001 318 41 13,038 R AC 82 78 80 $59 634,764 SEAL CRACKS HARBOR AVE OCEAN VIEW DR NORTH END HARAV 002 140 32 4,480 R AC/AC 0 32 86 87 $12 600,476 SEAL CRACKS MAPLE ST. 001 W.F.CURB 0
S.LINCOLN 0+00
S.HAROLD MAPLE 001A 640 45 28,800 C AC/AC 95 87 88 $28 5,141,327 SEAL CRACKS N100J E OAK ST E ALDER ST N100J N100J1 418 16 6,688 O AC 0 87 88 $10 1,020,168 SEAL CRACKS N401G 214' N/O LAUREL
ST
E PINE ST N401G N401G1 206 14 2,884 O AC 20 87 88 $4 1,020,168 SEAL CRACKS N800C W SPRUCE ST W ELM ST N800C N800C1 422 16 6,752 O AC 94 85 86 $32 396,179 SEAL CRACKS Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 15 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2030
NANCY WAY N.F.CURB CEDAR 0
0+00
END OF
PAVEMENT @
OSPREY 2+66
NANCY 001 266 31 8,246 R AC 54 87 88 $8 1,632,269 SEAL CRACKS NORTH CORRY ST. N.F.CURB OAK 0
ST.0+00
S.F.CURB FIR
ST. 22+47
NCORRY 001 2,247 42 94,374 R AC 79 75 77 $485 613,155 SEAL CRACKS NORTH HAROLD ST. 0
005
S.F. CURB FIR ST
0+00
LAUREL ST NHAROL 005 920 52 47,840 C AC 80 87 88 $58 1,531,436 SEAL CRACKS OCEAN VIEW 0
DRV.EAST 003
E.F. CURB HWY 1
0+00
5+30 FROM
HWY1
OCEANV 003 530 26 13,780 R AC 82 78 80 $63 634,819 SEAL CRACKS PARK ST. 002 S.F. CURB 0
WILLOW 0+00
WHERE
ST.NARROWS
300 BLK 5+68
PARK 002 568 28 15,904 R AC 81 77 79 $76 630,733 SEAL CRACKS SOUTH McPHERSON 0
ST.

S.F. CURB OAK ST. MADRONE SMcPHE 001 436 44 19,184 C AC 94 85 86 $54 794,334 SEAL CRACKS STEWART ST. 002 S.F. CURB W. ELM 0
0+00
SPRUCE STEWAR 002 413 43 17,759 R AC/AC 53 87 88 $16 1,632,269 SEAL CRACKS SOUTH WHIPPLE ST. 0
002
N.SIDE HAZEL RT
OF WAY 0+00
N.F. CURB
WALNUT
ST.12+85
SWHIPP 002 1,285 32 41,120 R AC 82 78 80 $186 634,764 SEAL CRACKS **WEST FIR ST. E.F.@ ALLEY 0+00 W.F. HWY1 8+25 WFIR 001 900 43 38,700 C AC 0 3 88 89 $85 785,001 SEAL CRACKS Treatment Total $1,305
Year 2030 Area Total 686,553 Year 2030 Total $976,235
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2031
ALGER ST. N.F.CURB LAUREL 0
0+00
END OF ST. 5+64 ALGER 001 R AC/AC $9,894 16,303 SLURRY SEAL W/

CRACK SEAL
564 22 12,408 94 79 87
EAST ELM ST. E.F.@ HWY1 0+00 W.F. CURB N 0

FRANKLIN ST
3+25
EELM 001 C AC $12,439 14,639 SLURRY SEAL W/

CRACK SEAL
325 44 14,300 75 82 90
EAST FIR ST. 002 E.F.CURB @ HWY 0
1 0+00
RR TRACKS EFIR 002 C AC $5,435 13,327 SLURRY SEAL W/

CRACK SEAL
142 44 6,248 33 88 94
EAST FIR ST. 002 RR TRACKS W.F.CURB H 0

FRANKLIN
EFIR 003 C AC/AC $7,349 15,005 SLURRY SEAL W/

CRACK SEAL
192 44 8,448 92 84 91
HALSEY WAY E.F. CURB 0
McKINLEY ST.0+00
E.F. CURB

HALSY WAY
2+85
HALSEY 001 R AC/AC $7,272 16,303 SLURRY SEAL W/

CRACK SEAL
285 32 9,120 94 79 87
NORTH SANDERSON 0
WAY 002
N.F. CURB CEDAR
ST.0+00
S. P.L. 222 N

SANDERSON
7+27
NSANDE 002 R AC/AC $11,594 16,303 SLURRY SEAL W/

CRACK SEAL
727 20 14,540 94 79 87
Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 16 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2031
SOUTH DANA ST. N.F. CUEB 0

CHESTNUT ST
0+00
S.F. CURB OAK
ST. 19+00
SDANA 001 C AC $66,109 15,236 SLURRY SEAL W/

CRACK SEAL
1,900 40 76,000 91 82 89
SOUTH McPHERSON 0
ST.

MAPLE N.F. CURB
CHESTNUT ST.

SMcPHE 003 C AC $39,881 15,267 SLURRY SEAL W/

CRACK SEAL
1,042 44 45,848 90 80 88
SNUG HARBOR PLACE OCEAN VIEW DR SOUTH END SNUGH 001 R AC $1,667 14,014 SLURRY SEAL W/

CRACK SEAL
110 19 2,090 93 79 87
SPRING ST. S.F. CURB 0

CHESTNUT ST
0+00
END OF
PAVEMENT 5+04
SPRING 001 R AC/AC $12,057 16,300 SLURRY SEAL W/

CRACK SEAL
504 30 15,120 94 79 87
Treatment Total $173,697
BRANDON WAY N.F. CURB E. FIR 0
ST. 0+00
GUARD
BARRIER @
WINIFRED 7+28
BRANDO 001 R AC $28,708 10,136 MICROSURFACING W/
CRACK SEAL AND 3%

DIGOUTS
728 34 24,752 84 70 79
NORTH WHIPPLE ST. ALDER ST S.F.CURB FIR 0
ST.

NWHIPP 002 R AC $94,408 10,136 MICROSURFACING W/
CRACK SEAL AND 3%

DIGOUTS
1,850 44 81,400 84 70 79
Treatment Total $123,116
JEWETT ST. S.F.SIDEWALK 0
OAK ST.0+00
END OF
CULDESAC 5+36
JEWETT 001 R AC $34,852 7,023 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
536 39 20,904 72 69 78
LIVINGSTON ST. S.F.CURB OAK 0
0+00
N.F.CURB
WILLOW ST.6+17
LIVING 001 R AC/AC $36,004 7,128 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
617 35 21,595 72 70 79
NORTH HARBOR DRIVE 0
001

CITY LIMITS
@GUARD RAIL
0+00
E.F.CURB S.

FRANKLIN 19+90
NHARBO 001 R AC $92,897 7,023 MICROSURFACING W/
CRACK SEAL AND 5%

DIGOUTS
1,990 28 55,720 72 69 78
Treatment Total $163,753
N200J E ALDER ST E REDWOOD
AVE
N200J N200J1 O AC $36,230 9,860 THICK MILL AND

OVERLAY
425 16 6,800 0 0 100
Treatment Total $36,230
SOUTH McPHERSON 0
ST.

MADRONE MAPLE SMcPHE 002 422 44 18,568 C AC/AC 51 23 100 $317,644 3,428 8" FDR W/ 3.5" HMA Treatment Total $317,644
STEWART CIRCLE W.F. CURB 0
STEWART 0+00

END OF CIRCLE
0+95
STEWCI 001 R AC $149,071 2,979 4.5" SURFACE

RECONSTRUCT
95 90 9,000 37 9 100
Treatment Total $149,071
N100D E OAK ST E ALDER ST N100D N100D1 417 20 8,340 O AC 21 82 90 $2,104 42,703 SINGLE CHIP SEAL N102C N101C MAIN ST N102C N102C1 146 26 3,796 O AC 16 82 90 $958 42,703 SINGLE CHIP SEAL N300E E REDWOOD AVE E LAUREL ST N300E N300E1 416 18 7,488 O AC 94 81 88 $3,257 24,702 SINGLE CHIP SEAL Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 17 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2031
S100J MADRONE ST E OAK ST S100J S100J1 418 14 5,852 O AC 94 81 88 $2,546 24,701 SINGLE CHIP SEAL S301N S302N WILLOW ST S301N S301N1 652 12 7,824 O AC 94 81 88 $3,403 24,716 SINGLE CHIP SEAL S302N S301N WALL ST S302N S302N1 139 16 2,224 O AC 94 81 88 $968 24,701 SINGLE CHIP SEAL Treatment Total $13,236
BOATYARD DR. 001 5+30 FORM HWY1 0
0+00
4+32 FROM
BEGIN
BOATYA 001 432 24 10,368 A AC/AC 92 87 88 $14 3,876,754 SEAL CRACKS EAST ALDER 001 E.F CURB HWY 1 0
0+00
W.F.CURB
N.FRANKLIN ST.
3+40
EALDER 001 340 43 14,620 C AC 83 87 88 $37 1,118,531 SEAL CRACKS EAST CYPRESS ST. 001 END OF KEMPEE 0
@ VALVE BOX 0+0
W.F.CURB RIVER
DRV 12+96
ECYPRES 001 1,296 40 51,840 C AC/AC 81 88 89 $29 5,084,339 SEAL CRACKS ESPEY WAY S.F. CURB 0
WALNUT ST 0+00
END OF
PAVEMENT 2+58
ESPEY 001 258 36 9,288 R AC/AC 94 86 87 $17 1,673,117 SEAL CRACKS FLORENCE ST. S.F. CURB OAK 0
0+00
N.F. CURB
WILLOW ST.
6+03
FLOREN 001 603 31 18,693 R AC 82 76 79 $94 607,731 SEAL CRACKS KEMPEE WAY 433 FT E/O 0

HOSPITAL WY
N. OF VALVE
BOX 9+35
KEMPPE 010 502 37 18,574 R AC 59 87 88 $17 1,584,727 SEAL CRACKS N402G E LAUREL ST 214' N/O LAUREL
ST
N402G N402G1 214 14 2,996 O AC 0 87 88 $5 990,454 SEAL CRACKS NORTH HAROLD ST. 0
006
LAUREL ST ALDER ST NHAROL 006 920 52 47,840 C AC/AC 74 84 85 $121 2,188,280 SEAL CRACKS OAK TERRACE COURT N.F. CURB OAK ST. 0
0+00
END OF ST. 3+38 OAKTER 001 338 36 12,168 R AC 85 79 81 $54 625,997 SEAL CRACKS PARK ST. 001 S.F. CURB OAK 0
0+00
N.F.CURB
WILLOW 6+00
PARK 001 600 25 15,000 R AC/AC 55 87 88 $14 1,584,727 SEAL CRACKS PUDDING CREEK RD. C.L SIGN0+00 E.F. HWY1 @ 0
LIMIT LINE 9+55
PUDDIN 001 955 23 21,965 R AC 89 82 84 $79 905,115 SEAL CRACKS SOUTH ST. 005 E. EDGE VALLEY 0
GUTTER HWY 1
HAZELWOOD ST SOUTH 005 1,218 38 46,284 C AC 80 87 88 $57 1,486,831 SEAL CRACKS SOUTH SANDERSON 0
ST. 002
412 FT N/O END
OF W. SIDEWALK
S.F. CURB

CHESTNUT ST
1040
SSANDE 010 628 30 18,840 R AC 84 78 80 $87 623,003 SEAL CRACKS Treatment Total $625
Year 2031 Area Total 766,861 Year 2031 Total $977,372
Grand Total Section Area: 5,786,903 Grand Total $9,371,625 Interest: 3.00%
CITY OF FORT BRAGG Scenarios - Sections Selected for Treatment Inflation: 3.00% Printed: 1/28/2022
Scenario: 2021 S1: CITY'S EXISTING
FUNDING ($1.0M/YEAR)
Scenarios Criteria: Functional Class <> RL - Rural Local (7) ** - Treatment from Project Selection 18 MTC StreetSaver