03.A Attachment 1 PMP Draft Report 2025-12-10 (Online Only) — Pismo Beach City Council, December 10, 2025

2025 Pavement Management Program Update
City of Pismo Beach
Public Works
760 Mattie Rd
Pismo Beach, CA 93449
Draft Report
November 2025
2300 E. Katella Ave, Suite 125
Anaheim, CA 92806
Council Agenda 12-10-2025 03.A
Attachment 1

Draft Report
2025 Pavement Management Program Update
City of Pismo Beach
November 2025
Prepared for:

City of Pismo Beach
Public Works
760 Mattie Rd
Pismo Beach, CA 93449
Prepared by:

Mahmoud Samara
Project Engineer
Shaun Russo
Principal
Luis Alberto Rocher Neri
Staff Engineer
Vivek Jha, P.E. (MD)
Principal
NCE
2300 E. Katella Avenue, Suite 125
Anaheim, CA 92806
(657) 275-3018
NCE Project No. 1507.01.30
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Executive Summary City of Pismo Beach
Draft Report November 2025
ES - 1
Executive Summary

PURPOSE AND SCOPE
This executive summary presents the findings of the 2025 Pavement Management Program (PMP) update for the City of Pismo Beach street network. The assessment provides decision-makers with a comprehensive evaluation of current pavement conditions, projected maintenance needs, and strategic funding recommendations to preserve the City's street infrastructure investment valued at $139 million.

All street inspections were conducted in accordance with ASTM D6433 standards, utilizing automated survey methodology to assess 37.8 centerline miles of City-maintained streets.

CURRENT NETWORK CONDITIONS
Overall Assessment
The City's street network is currently classified in "Very Good"condition with a network-wide Pavement Condition Index (PCI) of 78. This represents a notable 11-point improvement from the 2021 assessment (PCI 67), demonstrating the positive impact of the City's focused investment strategy over the past 5 years.

Network Composition and Asset Value
Asset Category Measurement Value/Condition
Total Street Network 37.8 centerline miles 6.8 million square feet Estimated Replacement Value Asset valuation $139.0 million Overall Network PCI Weighted average 78 (Very Good)
Condition Distribution by Functional Classification
Functional Class Centerline Miles Pavement Area (sq. ft.)Weighted Average PCI Condition Rating Arterials 7.9 1,697,896(24.7%)77 Very Good
Collectors 5.3 1,025,069 (14.9%)91 Very Good
Residential 24.6 4,146,661(60.4%)75 Very Good
Total Network 37.8 6,869,626 (100%)78 Very Good
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Executive Summary City of Pismo Beach
Draft Report November 2025
ES - 2
Pavement Condition Category Distribution
The network's pavement area is distributed across condition categories as follows:

Condition Category PCI Range Percentage
of Network Description
Very Good 70-100 71.9%Minimal distress; suitable for preventive maintenance Fair 50-69 13.7%Moderate distress; requires timely intervention Poor 25-49 13.1%Significant deterioration; rehabilitation needed Very Poor 0-24 1.4%Severe distress; reconstruction required

75.5%

91.5%

65.4%

10.8%

7.1%

16.4%

12.6%

1.4%

16.3%

1.1%

1.9%
Arterial
Collector
ResidentialR

71.9%

13.7%

13.1%

1.4%
Very Good: 70-100 Fair: 50-69 Poor: 25-49 Very Poor: 0-24 Network Functional Class
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Executive Summary City of Pismo Beach
Draft Report November 2025
ES - 3
Comparison to 2021 Assessment
Since the previous assessment, notable changes in network condition include:

Functional Class 2021 PCI 2025 PCI Change
Arterials 75 77 +2 points
Collectors 63 91 +28 points
Residential 65 75 +10 points
Overall Network 67 78 +11 point
The substantial improvement in collector and residential streets demonstrates the effectiveness of the City's pavement maintenance and rehabilitation strategy.

MAINTENANCE AND REHABILITATION STRATEGY
Decision Framework
The recommended maintenance and rehabilitation approach follows established pavement management principles:

Condition Category Typical Treatment Strategy Unit Cost Range ($/SY) Very Good (PCI 70-100)Preventive maintenance: Slurry seal with crack sealing $7.90 - $8.20 Fair (PCI 50-69)
Minor rehabilitation (non-load): Slurry seal with crack sealing and base repairs $12.10 - $12.40
Minor rehabilitation: 1.75" overlay or 2.0” remove and
replace with base repairs $44.50 - $65.00
Poor (PCI 25-49)Major rehabilitation: 2.5" – 4.0" remove and replace with base repairs $76.50 - $122.50
Very Poor (PCI 0-24)Reconstruction: Surface replacement $135.50 - $169.00 Note:Unit costs include construction, inspection, design, contingencies, and mobilization. Costs are differentiated by functional classification to reflect varying pavement design standards.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Executive Summary City of Pismo Beach
Draft Report November 2025
ES - 4
Cost-Effectiveness Analysis
The economic rationale for timely intervention is substantial. A pavement section requiring $10,000 in preventive maintenance today may require $50,000 to $70,000 in rehabilitation costs if deferred, representing a 5- to 7-fold increase in expenditure. This cost escalation underscores the fiscal prudence of maintaining pavements in good condition rather than allowing deterioration to progress.

DRAINAGE MASTER PLAN CONSIDERATION
The City completed a Drainage Master Plan (DMP) in January 2025, identifying 3 priority levels of needed improvements—estimated at $4.3 million, $2.4 million, and $2.8 million, respectively. Because both pavement and drainage improvements are funded from shared capital, the City requested that NCE examine scenarios that balance pavement preservation with critical drainage upgrades.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Executive Summary City of Pismo Beach
Draft Report November 2025
ES - 5

BUDGET SCENARIOS AND FISCAL PROJECTIONS
NCE analyzed 3 distinct funding scenarios to evaluate the fiscal impacts on network condition and deferred maintenance over a 5-year planning horizon (FY 2025/26 through FY 2029/30), exploring different allocation strategies towards pavement and drainage projects. All scenarios incorporate an annual inflation rate of 3.5 percent.

Scenario 1: Pavement-Only Strategy –Allocates all funding to pavement rehabilitation and preventive maintenance; no drainage upgrades are included.

Scenario Comparison Summary
Scenario
5-Year
Budget
(Pavement)
5-Year
Budget
(Drainage)
5-Year
Budget
(Total)
Ending
Network PCI
Ending Deferred
Maintenance
Change in Deferred
Maintenance
1: Pavement-
Only $14.8M - $14.8M 80 $9.1M -$0.8M (-8%)
2: Balanced PCI+
Drainage
Strategy
$9.7M $5.1M $14.8M 78 $15.9M +$6.0M (+61%)
3: Targeted
Drainage +
Increase PCI
$12.5M $5.1M $17.6M 80 $13.6M +$3.7M (+37%)
Deferred Maintenance Context
Deferred maintenance represents the accumulated cost of maintenance activities that have been postponed due to funding constraints. This figure includes construction, design, inspection, and contingency costs. The growth in deferred maintenance under Scenarios 2 and 3 reflects the ongoing challenge of addressing accumulated pavement needs while addressing DMP projects at the same time. Scenario 1 is the only option that reduces this liability with no allocation towards drainage projects.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Executive Summary City of Pismo Beach
Draft Report November 2025
ES - 6

RECOMMENDED MULTI-YEAR IMPLEMENTATION PLAN
Based on Scenario 2 funding levels, NCE developed a strategic 5-year work plan that consolidates geographically adjacent sections and balances treatment needs across functional classifications. This approach optimizes contractor mobilization efficiency and ensures logical project phasing.

Annual Treatment Program
Fiscal Year Network PCI
(Post-Treatment)
Centerline Miles
Treated Primary Focus Areas
2025/26 77 4.40 Planned projects: slurry program
2026/27 79 6.22 Rehabilitation-focused with strategic residential slurry projects and ½ Priority 1 DMP projects
2027/28 78 0.71 Residential streets rehabilitation and Priority 2 DMP project
2028/29 78 1.47 Rehabilitation-focused while completing Priority 1 DMP projects
2029/30 78 10.65 Preventive maintenance emphasis
Total —23.45 60% of network addressed
79 79
81 80
78 78 7878
77 80
79 79
80 76
78 80
82 Current 25/26 26/27 27/28 28/29 29/30
PC
I
Fiscal year
Scenario 1
Scenario 2
Scenario 3
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Executive Summary City of Pismo Beach
Draft Report November 2025
ES - 7
The implementation plan prioritizes streets approaching critical condition thresholds to prevent deterioration into higher-cost categories. Geographic clustering of projects minimizes mobilization costs and reduces community disruption.

Multi-Year Plan for FY 25/26 through FY 29/30

FINDINGS AND RECOMMENDATIONS
Key Findings

1.Network Performance:The City's street network maintains a "Very Good" overall condition (PCI 78), demonstrating effective asset management over the past 5 years.

2.Investment Impact:The substantial improvement in the network condition (+11 PCI points) validates the effectiveness of the City’s pavement maintenance and rehabilitation strategy.

3.Drainage Needs:The inclusion of the Drainage Master Plan in the funding analysis will inevitably constrain the City’s capacity to address all pavement needs. Nevertheless, a balanced strategy can be implemented—maintaining the current PCI while advancing a substantial portion of the DMP improvement projects.

4.Cost Escalation:Current deferred maintenance obligations of $9.9 million will increase under Scenarios 2 and 3, except for Scenario 1, highlighting the fiscal challenge of balancing the pavement and drainage needs.

5.Intervention Timing:The cost differential between preventive maintenance and major rehabilitation (ranging from 5:1 to nearly 15:1) demonstrates the critical importance of timely intervention.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Executive Summary City of Pismo Beach
Draft Report November 2025
ES - 8
Recommendations
The City Council and staff should consider the following recommendations:

1.Adopt Scenario 2 Funding Level (Primary Recommendation) Address all Priority 1 DMP projects and one Priority 2 DMP project while still maintaining the current network PCI. This represents the most fiscally prudent approach to asset preservation given budgetary constraints.

2.Conduct Detailed Pavement Evaluation for Critical Sections Prior to finalizing treatments for streets in "Poor" or "Very Poor" condition, conduct subsurface investigation and structural evaluation to ensure appropriate rehabilitation strategies and avoid premature failures.

3.Maintain Regular Inspection Cycle
Continue conducting comprehensive network inspections every 5 years to monitor condition trends, validate deterioration models, and support informed decision-making. Consider implementing biennial inspections for arterial and major collector streets.

4.Update Cost Assumptions Annually
Review and adjust unit costs and treatment strategies annually to reflect current construction market conditions, ensuring budget projections remain accurate and reliable.

CONCLUSION
The City of Pismo Beach has made significant progress in maintaining its street infrastructure, as reflected in the overall network improvement and substantial gains across all functional classes. However, balancing pavement preservation with drainage improvement needs will continue to be a key challenge moving forward.

The path forward requires sustained commitment.To ensure past investments continue to reap rewards, the City must maintain stable funding combined with sound engineering practices. Streets are long-term assets— keeping them in good condition through preventive maintenance is far more cost-effective than allowing deterioration and paying 5-7 times more for rehabilitation later.

The 3 scenarios presented provide clear alternatives for City leadership to consider based on fiscal capacity and pavement/drainage priorities. While Scenario 1 represents the continuation of current practice with no allocation to DMP projects, Scenario 2 offers a prudent middle path that balances the 2. Scenario 3, while requiring significant additional investment, provides the greatest long-term value and fiscal responsibility by addressing the same DMP projects as Scenario 2 but increases the PCI and treats a significantly higher percentage of the City as in Scenario 1.

Good roads serve Pismo Beach well.As a coastal community that attracts visitors and supports local businesses, quality streets are more than infrastructure—they're essential to the community's character and economic vitality. By adopting a strategic, data-driven approach to pavement management, the City can protect its $139 million infrastructure investment and ensure safe, reliable streets that serve residents, visitors, and businesses for years to come.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Table of Contents City of Pismo Beach
Draft Report November 2025
i
Table of Contents
1 Introduction and Background ..................................................................................................1

1.1 Purpose..................................................................................................................................... 1 2 Review and Update of PMP Database......................................................................................2

2.1 Inventory Update...................................................................................................................... 2

2.2 Segmentation Update............................................................................................................... 2

2.3 Functional Classification Update .............................................................................................. 2

2.4 True Area Update...................................................................................................................... 3

2.5 StreetSaver® Database Update.................................................................................................4

2.6 Reviewed & Updated Maintenance and Rehabilitation (M&R) History................................... 4 3 Pavement Distress Data Collection...........................................................................................5

3.1 Pavement Condition Survey...................................................................................................... 5

3.2 Quality Assurance/Quality Control...........................................................................................6

3.3 Advisory Note............................................................................................................................ 7 4 Network Summary...................................................................................................................8 5 Pavement Condition................................................................................................................9 6 Planned Projects....................................................................................................................13

6.1 Pavement Projects.................................................................................................................. 13

6.2 Drainage Projects.................................................................................................................... 13 7 Maintenance and Rehabilitation Strategies ...........................................................................15

7.1 Decision Tree .......................................................................................................................... 15

7.2 PCI Improvement.................................................................................................................... 16 8 Report Reconciliation ............................................................................................................18

8.1 Total Mileage and Area........................................................................................................... 18

8.2 Pavement Condition Index (PCI)............................................................................................. 1 8

8.3 Budget Scenarios .................................................................................................................... 19

8.4 Unit Costs................................................................................................................................ 19 9 Budget Analysis .....................................................................................................................21

9.1 Budget Needs.......................................................................................................................... 21

9.2 Deferred Maintenance............................................................................................................ 21

9.3 Budget Scenarios .................................................................................................................... 23

9.4 Scenario Summary and Comparisons..................................................................................... 28 10 Multi-Year Work Plan Development ......................................................................................31 Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Table of Contents City of Pismo Beach
Draft Report November 2025
ii
11 Conclusions and Recommendations.......................................................................................34

11.1 Recommendations.................................................................................................................. 34 List of Figures
Figure 1. City’s General Plan Circulation Element.........................................................................................2 Figure 2. True Area Calculation.....................................................................................................................3 Figure 3. Data Collection Vehicle...................................................................................................................5 Figure 4. Automated Distress Data Processing Toolkit. ................................................................................7 Figure 5. Examples of Streets with Different PCIs.......................................................................................10 Figure 6. Street Network Percent Pavement Area by Condition Category.................................................11 Figure 7. Network PCI for Different Agencies..............................................................................................12 Figure 8. Planned Projects FY 2025-26........................................................................................................13 Figure 9. Pismo Beach Drainage Master Plan (courtesy of City of Pismo Beach). ......................................14 Figure 10. Costs of Maintaining Pavements over their Service Lives..........................................................16 Figure 11. PCI Impact: Slurry Seal (left) vs Overlay (right). .........................................................................17 Figure 12. Section Palisade – 010. Current PCI: 55......................................................................................22 Figure 13. PCI versus Deferred Maintenance for Scenario 1. .....................................................................25 Figure 14. PCI versus Deferred Maintenance for Scenario 2. .....................................................................26 Figure 15. PCI versus Deferred Maintenance for Scenario 3. .....................................................................27 Figure 16. Comparison of Annual PCI by Scenario. .....................................................................................29 Figure 17. Comparison of Annual Deferred Maintenance by Scenario.......................................................29 Figure 18. Comparison of Pavement Condition by FY 2029-30...................................................................30 Figure 19. Multi-Year Plan for FY 2029-30. .................................................................................................31 Figure 20. Multi-Year Plan for FY 2025-26 through FY 2029-30..................................................................3 3 List of Tables
Table 1. Centerline Miles & Area: 2021 vs 2025. ..........................................................................................3 Table 2. M&R History (2023-2024)................................................................................................................4 Table 3. Network Summary Statistics by Functional Class............................................................................8 Table 4. Pavement Condition Categories....................................................................................................11 Table 5. Project Cost Summary & Priority Level (courtesy of City of Pismo Beach)....................................14 Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Table of Contents City of Pismo Beach
Draft Report November 2025
iii
Table 6. AC Pavement Maintenance and Rehabilitation Decision Tree......................................................15 Table 7. Centerline Miles & Area: 2021 vs 2025. ........................................................................................18 Table 8. Comparison of 2021 and 2025 PCI for the City’s Network............................................................18 Table 9. 2021 Budget Scenarios Projections. ..............................................................................................19 Table 10. Unit Cost Comparison: 2021 vs 2025...........................................................................................20 Table 11. Budget Needs...............................................................................................................................21 Table 12. Deferred Maintenance Calculation Example...............................................................................22 Table 13. Initial Budget Allocation...............................................................................................................23 Table 14. Cost Summary for Scenario 1. .....................................................................................................25 Table 15. Cost Summary for Scenario 2. .....................................................................................................26 Table 16. Cost Summary for Scenario 3. .....................................................................................................27 Table 17. Budget Scenario Analysis Summary.............................................................................................28 Table 18. PCI and Miles Treated per Multi-Year Plan..................................................................................32 List of Appendices
Appendix A
Section Description Inventory – Average (Weighted by Area) PCI Appendix B
Planned Projects
Appendix C
Maintenance and Rehabilitation (M&R) Decision Tree
Appendix D
Budget Needs
Appendix E
Scenario Results
Appendix F
Scenario 2 – Sections Selected for Treatment
Appendix G
GIS Maps
Appendix H
Quality Control Plan (QCP)
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Introduction and Background City of Pismo Beach
Draft Report November 2025
1 1 Introduction and Background
Nichols Consulting Engineers, Chtd. (NCE) was selected by the City of Pismo Beach (City) to update the City’s Pavement Management Program (PMP) for their Streets network. To update the City’s PMP, NCE surveyed pavement conditions in compliance with ASTM D6433
1 using fully automated survey. Please note the surveys did not include non-pavement issues such as traffic, safety and street hazards, geometric issues, shoulders, sidewalks, curb and gutters, drainage issues, or immediate maintenance needs.

NCE’s scope of work included reviewing the City’s PMP database in StreetSaver, add or remove any streets that were adopted/removed by the City since the last PMP update, update pavement management sectionalization to follow best pavement management practices, update pavement area for each pavement management sections, review the maintenance and rehabilitation (M&R) history, catalog the upcoming planned projects, perform pavement distress survey in accordance with ASTM 6433 guidelines, update the decision tree and the unit cost of treatments based on City’s current rehabilitation practices, perform budget needs analysis and model three (3) budget scenarios.

In general, PMPs are “designed to provide objective information and useful data so that managers can make more consistent, cost-effective, and defensible decisions related to the preservation of a pavement network.” 2 In other words, a PMP is designed to assist cities with answering questions such as:
x What does the City’s pavement network include?
x What is the current condition of the pavement network? x What are the City’s current M&R strategies?
x How much funding is required to perform all needed M&R treatments over the next analysis period (typically 4 to 10 years)?
x What effect does the City’s existing funding have on the network condition and overall deferred maintenance3?
x What effect will other funding amounts have on the network condition and deferred maintenance?

1.1 Purpose
The purpose of this report is to provide a comprehensive understanding of overall pavement condition and facilitate effective planning and maintenance strategies for the City. The report assists policymakers in decision- making by showing the impacts of different funding strategies on the City’s streets over the next 5 years. It also assists the City with identifying M&R priorities specific to the City’s needs and highlights options for improving the current PCI. These options are developed by conducting "what-if" analyses using StreetSaver® software. 1 ASTM. ASTM D6433. Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys.(West Conshohocken, PA: ASTM International, 2023), astm.org.
2 AASHTO Guidelines for Pavement Management Systems. (Washington, DC: American Association of State Highway and Transportation Officials, 1990).
3 Deferred maintenance refers to maintenance activities that were either not performed as scheduled or were postponed to a future period due to insufficient funding. This calculation encompasses costs associated with CICM (Construction Inspection and Construction Management), design, and contingencies.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Review and Update of PMP Database City of Pismo Beach
Draft Report November 2025
2 2 Review and Update of PMP Database
As part of this project, NCE did the following:

2.1 Inventory Update
First, the inventory of the City-maintained streets was reviewed to ensure that all roadways under City jurisdiction were fully represented in the database. Any missing streets were added, and all required StreetSaver® fields—such as unique identifiers (StreetID and SectionID), pavement surface type, length, width, and area—were manually populated. As part of the inventory update, NCE also reviewed and flagged streets based on ownership or maintenance responsibility. Based on direction from the City staff, the project team confirmed the ownership status of these flagged segments, which informed their inclusion or exclusion from the PMP database.

2.2 Segmentation Update
Following the inventory update, segmentation was refined to ensure that each management section reflects homogeneous pavement characteristics in line with best pavement management practices. Sections were split or adjusted where differences in pavement condition, roadway geometry, and functional classification were identified based on visual review of the pavement only.

2.3 Functional Classification Update
NCE updated functional classification for the City’s arterial (Major, Minor, and Secondary), collector, and local streets using the Pismo Beach General Plan Circulation Element (See Figure 1 below). It must be noted that Streetsaver® does not have Secondary Arterial as an option for functional classification. Thus, NCE grouped Major, Minor, and Secondary into a single “Arterial” designation for PCI calculations and budget analysis.

Figure 1. City’s General Plan Circulation Element.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Review and Update of PMP Database City of Pismo Beach
Draft Report November 2025
3 2.4 True Area Update
Having the sections defined, NCE recalculated the section length and pavement area for each management section by measuring from pavement edge to edge using a detailed polygon-based GIS shapefile Figure 2 . This new approach captures lane width variations, medians, turn pockets, cul-de-sacs, gutters, and similar geometric features that are often overlooked in linear approximations. As a result, the updated measurements provide a more accurate representation of pavement quantities, which is especially beneficial for cost estimating and budget analysis.

Figure 2. True Area Calculation.

On average, the City’s network experienced a 7.0 percent decrease from 7,387,192 to 6,869,626 square feet, and an approximate reduction of 0.4 centerline miles since the last assessment, Table 1. These updated area values were incorporated into StreetSaver® to ensure accurate quantity estimates for cost and budget forecasting.

Table 1. Centerline Miles & Area: 2021 vs 2025.

Functional
Class
Centerline Miles Area (SF)
2021 2025 2021 2025
Arterials 6.19 7.92 1,469,173 1,697,896
Collectors 9.64 5.34 1,887,872 1,025,069
Residentials 22.38 24.57 4,030,147 4,146,661
Total 38.21 37.83 7,387,192 6,869,626
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Review and Update of PMP Database City of Pismo Beach
Draft Report November 2025
4 2.5 StreetSaver® Database Update
The PMP–GIS layer was updated to ensure full synchronization between the City’s GIS network and the StreetSaver® pavement database. A one-to-one match was established so that each StreetSaver® section corresponds exactly to one GIS segment. To support long-term maintainability, StreetSaver® was configured for auto-linking using unique identifiers, and the existing GIS toolbox was updated to automate import/export routines and streamline database reconciliation. As part of this effort, a comprehensive QA/QC review of section attributes was performed, resulting in corrections to items such as lane counts and City boundary classifications to ensure the database reflects accurate and reliable information.

2.6 Reviewed & Updated Maintenance and Rehabilitation (M&R) History NCE also reviewed and addressed issues relating to the City’s M&R history in the City’s PMP database. This included ensuring all the recent work done by the City was added to the correct Pavement Management Sections in the City PMP database. This effort not only verifies that completed work is properly documented but also supports the quality assurance and quality control (QA/QC) of the distress data and enhances future deterioration modeling accuracy.

A review of the updated M&R history revealed that the City made substantial investments in maintaining its roadway network. Between 2023 and 2024 alone, approximately 35.8 percent of the total network area received treatment (Table 2). Nearly half of these treated sections involved asphalt overlays or full-depth reconstructions, which have contributed significantly to the marked increase in the overall network PCI. Section 8 provides further details of the PCI impact of these efforts.

Table 2. M&R History (2023-2024).

Treatment Slurry Seal Overlay Reconstruction Total
Treated Area (SF)1,293,943 1,052,128 115,140 2,461,211
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Data Collection City of Pismo Beach
Draft Report November 2025
5 3 Pavement Distress Data Collection

3.1 Pavement Condition Survey
NCE's MTC and OCTA certified inspection vehicles performed comprehensive pavement condition surveys on approximately 37.8 centerline miles of City-maintained streets in Pismo Beach. The survey included the assessment of all functional classifications within the City's streets network. For the City of Pismo Beach survey, NCE utilized automated data collection for all streets.

3.1.1 Automated Data Collection for Streets
Automated pavement condition data was collected using ARRB’s Hawkeye roadway survey system, which is equipped with Pavemetrics LCMS (Laser Crack Measurement System) technology. This advanced platform captures continuous pavement surface information at posted speed limits, enabling a safe, efficient, and highly repeatable evaluation of roadway conditions. The LCMS technology uses high-resolution laser profiling and synchronized 2D/3D imaging to detect pavement distresses with excellent precision. The system comprises many sub-components (see Figure 3) to provide automated, real-time, accurate, and repeatable roadway condition results, such as:
x Continuous longitudinal and transverse
pavement profiles
x Alligator, longitudinal, transverse, and edge
cracking detection and measurement
x Rutting depth and wheel-path surface
deformation
x Ride quality indicators (e.g., roughness
indices)
x 2D imagery and 3D laser topography of the
pavement surface
x Lane markings and detectable surface features
x Precise positioning through integrated

GPS/INS
x Measure surface macrotexture (e.g., MPD —
Mean Profile Depth)
x Perform data collection independent of
ambient lighting conditions
x
Figure 3. Data Collection Vehicle
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Data Collection City of Pismo Beach
Draft Report November 2025
6 As part of the survey, 100% of the length of each street segment was collected. For roadways with four or more lanes, NCE performed multiple survey passes—at least one per travel direction—to ensure full surface coverage across both wheel paths and interior lanes. Additional data was also collected on areas with less than four lanes but with pavement sections showing distinctly different pavement conditions.

The pavement distress data collection process involved the use of high-resolution 3D digital imaging technology and integrated distress laser pavement roadway scanners, which allowed us to correctly quantify the type, severity, extent, start and stop points of all ASTM D6433-20 pavement distresses.

3.2 Quality Assurance/Quality Control
Quality management practices for pavement management suggest that a one-time inspection of the final data is typically inadequate and involves a high risk of failure. We recognize the importance of effectively implementing and maintaining quality control and assurance practices for pavement distress data. We use a proven approach that integrates quality management and control procedures throughout the entire data collection and delivery process.

NCE implemented a robust multi-step QA/QC process for all data collection activities in the City of Pismo Beach:

3.2.1 Multiple Data Verification Methods
x Comparison with M&R Data: Cross-checking distress data with recent maintenance records provided by the City of Pismo Beach.
x Comparison of PCI with past results: Typically, PCI drops by 3-5 points per year, so any sections that dropped more than that were flagged for review.
x Desktop review of randomized data by certified pavement inspectors.

3.2.2 Systematic Quality Checks
NCE reviewed field procedures, compared field data with on-site conditions, and conducted random spot checks of data entry.

3.2.3 Technical Validation
All processed data underwent final validation prior to integration into the PMS database. This included verification of completeness, format consistency, spatial accuracy, and logical review of distress and roughness measurements to ensure they fell within expected performance ranges. Surveys were performed by certified technicians to ensure data reliability, with minor procedural adjustments made only when necessary to address localized field conditions within the City of Pismo Beach.

To assist in post-processing quality control, NCE utilized ARRB’s Hawkeye Processing Toolkit, an integrated graphical software environment that compiles survey data into a single, interactive viewer. The platform allows NCE team to virtually “drive” along the roadway to evaluate pavement conditions in context and confirm the accuracy of automated distress identification, Figure 4.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Data Collection City of Pismo Beach
Draft Report November 2025
7 Figure 4. Automated Distress Data Processing Toolkit.

The NCE team used this platform to inspect individual video frames synchronized with chainage and GPS location, zoom into areas of interest, and capture reference images for documentation. The toolkit also supports stitched panoramic image views, enabling accurate measurement across camera perspectives and correction of optical distortions such as lens curvature. Adjustable display controls—including brightness, contrast, and camera angle—ensure that pavement and surface features are presented clearly for reliable validation. Overall, this office-based QA/QC workflow helps ensure that only high-confidence pavement condition data is imported into StreetSaver® for PCI calculation.

3.3 Advisory Note
It should be noted that this scope of work and condition surveys did not address issues including, but not limited to traffic, safety and road hazards, geometric issues, road shoulders, sidewalks, curb and gutters, drainage issues, or short-term maintenance that should be performed.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Network Summary City of Pismo Beach
Draft Report November 2025
8 4 Network Summary
The City is responsible for maintaining approximately 37.8 centerline miles of pavement, which includes 7.9 centerline miles of arterials, 5.3 centerline miles of collectors, and 24.6 miles of residential streets. The network is entirely composed of asphalt concrete (AC) pavement, except for 3 Portland cement concrete (PCC) sections, which represent less than 0.5 percent of the pavement area. Table 3 summarizes the street network by functional class. Appendix A lists all the streets within the network, providing details such as the road name, start and end streets, surface type, functional classification, inspection date, and the inspected PCI.

Table 3. Network Summary Statistics by Functional Class.

Functional Class Centerline
Mileage
Percent
Area
Weighted
Average PCI1 Condition
Arterial 7.9 24.7%77 Very Good
Collector 5.3 14.9%91 Very Good
Residential 24.6 60.4%75 Very Good
Total 37.8 100.0%78 Very Good
*The weighted average PCI is calculated by multiplying the area of each street section by the PCI of that section, totaling all sections together, and then dividing by the total area of the network area or functional classification.

Street pavements are one of the City’s most valuable assets. The total street network replacement cost is estimated to be approximately $139 million. This can be viewed as the value of the pavement network and is the amount needed to fund a reconstruction of the entire paved network. It does not include related infrastructure assets such as sidewalks, signals, markings, signs, or storm drains.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Pavement Condition City of Pismo Beach
Draft Report November 2025
9 5 Pavement Condition
The PCI is a measurement of pavement grade or condition and ranges from 0 to 100. A newly constructed street will have a PCI of 100, while a street in very poor condition will have a PCI of 24 or less. Pavement condition is primarily affected by climate, traffic loads and volumes, construction materials, and age. For asphalt pavement, distress might include:
x Alligator (Fatigue) Cracking x Patching and Utility Cut Patching x Bleeding x Polished Aggregate
x Block Cracking x Potholes
x Bumps and Sags x Railroad Crossing
x Corrugation x Rutting
x Depression x Shoving
x Edge Cracking x Slippage Cracking
x Joint Reflection Cracking x Swell
x Lane/Shoulder Drop-Off x Raveling
x Longitudinal/Transverse Cracking x Weathering
Figure 5 illustrate the City’s asphalt concrete streets and show a range of PCIs.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Pavement Condition City of Pismo Beach
Draft Report November 2025
10 Figure 5. Examples of Streets with Different PCIs.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Pavement Condition City of Pismo Beach
Draft Report November 2025
11 The definitions of the pavement condition categories and PCI ranges are shown in Table 4. These are the PCI “breakpoints” in StreetSaver®.

Table 4. Pavement Condition Categories.

Condition Category PCI Range Description
Very Good 70 – 100
Pavements with minimal surface distress that may include some hairline longitudinal/transverse cracks and/or weathering. The pavement structure is sound, and minor oxidation may occur.

Fair 50 – 69
Pavements with significant distress that is predominantly non-load-related, such as longitudinal/transverse cracks, bleeding, block cracking, weathering, raveling, etc. The pavement structure is sound, and some oxidation has occurred.

Poor 25 – 49
Pavements with moderate to severe surface distresses. Extensive weathering or raveling, block cracking, and load-related distresses such as alligator cracking, rutting, and potholes may occur.

Very Poor 0 – 24
Pavements with severe weather-related distress and large quantities of load- related distress. These pavements are nearing the end of their service life.

The City’s overall weighted average PCI for the network is 78, which places the overall street network pavement condition in the “Very Good” category. Figure 6 shows the PCIs for streets with different functional classifications. Notably over 65 percent of all functional classes are rated in the "Very Good" category, with collectors exceeding 90 percent.

Figure 6. Street Network Percent Pavement Area by Condition Category.

Figure 7 illustrates PCI comparisons between the City and the rest of the incorporated cities in San Luis Obispo County using information gathered from the 2022 California Statewide Local Streets and Roads Needs Assessment. The City’s PCI of 78 positions the City 20 points above the County’s 2022 PCI and 13 points above the 2022 statewide average of 65.

75.5%

91.5%

65.4%

10.8%

7.1%

16.4%

12.6%

1.4%

16.3%

1.1%

1.9%
Arterial
Collector
ResidentialR

71.9%

13.7%

13.1%

1.4%
Very Good: 70-100 Fair: 50-69 Poor: 25-49 Very Poor: 0-24 Network Functional Class
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Pavement Condition City of Pismo Beach
Draft Report November 2025
12 Figure 7. Network PCI for Different Agencies.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Planned Projects City of Pismo Beach
Draft Report November 2025
13 6 Planned Projects

6.1 Pavement Projects
For the FY 2025-26 period, NCE assisted the City with pavement program development, targeting roughly 782,000 square feet of pavement. The program primarily consists of slurry seal treatments for streets identified as suitable candidates. Where localized pavement deterioration exists, NCE incorporated a percentage of base repairs (also known as digouts) to address those areas prior to slurry placement. As illustrated in Figure 8, the work plan reflects a balanced distribution between sections requiring base repairs and those that do not.

Appendix B lists these projects and their associated costs.

Figure 8. Planned Projects FY 2025-26.

6.2 Drainage Projects
At the beginning of 2025, the City updated its Drainage Master Plan (DMP) for three areas: Shell Beach “Village,” Downtown, and Pismo Heights. The primary objective of this update was to assess localized drainage risks within these study areas and recommend improvements necessary to maintain an appropriate level of service and reliability for the City-owned storm drain system.

The DMP focused on identifying solutions to recurring drainage concerns in the Shell Beach “Village” neighborhood, the Downtown commercial core, and the Pismo Heights area. Based on the evaluation, the City identified 3 priority levels of needed improvements—estimated at approximately $4.3 million, $2.4 million, and $2.8 million, respectively—which collectively address drainage deficiencies along 18 streets.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Planned Projects City of Pismo Beach
Draft Report November 2025
14 Figure 9 illustrates the DMP improvement map, and Table 5 summarizes Priority Levels 1 through 3 along with the corresponding streets and associated costs. These projects were considered for the budget analysis (Section 9) since both pavement and drainage improvements are funded from shared capital.

Figure 9. Pismo Beach Drainage Master Plan (courtesy of City of Pismo Beach).

Table 5. Project Cost Summary & Priority Level (courtesy of City of Pismo Beach).

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Maintenance and Rehabilitation Strategies City of Pismo Beach Draft Report November 2025
15 7 Maintenance and Rehabilitation Strategies

7.1 Decision Tree
In general, surface treatments such as crack seals or slurry seals are used when the pavements are in “Fair” to “Very Good” condition. This type of treatment is usually considered “preventive maintenance”. When the pavement condition deteriorates to lower levels, overlays and full-depth structure replacements must be performed. These are considered “rehabilitation” or “reconstruction”. In addition, base repairs (also known as digouts) for more localized distresses are commonly done in preparation for overlay and slurry seal treatments.

Based on a discussion with City staff, a detailed M&R decision tree was prepared and is included in Appendix C.

This determined the most effective and realistic treatments for each group of streets by functional class and condition category. Table 6 summarizes the treatments considered in the Decision Tree.

Table 6. AC Pavement Maintenance and Rehabilitation Decision Tree.

Condition Category Arterials Collectors Residentials
Very Good
(PCI 90-100)Do Nothing Do Nothing Do Nothing
Very Good
(PCI 70-89)
Slurry Seal + Crack Seal
($8.20/SY)
Slurry Seal + Crack Seal
($8.00/SY)
Slurry Seal + Crack Seal
($7.90/SY)
Fair Non-Load Related
(PCI 50-69)
2”AC Overlay W/KeyCuts + BR
($44.80/SY)
Slurry Seal +BR
($12.40/SY)
Slurry Seal +BR
($12.10/SY)
Fair Load Related
(PCI 50-69)
Remove & Replace 2” AC + BR
($65.00/SY)
Remove & Replace 2” AC +
BR
($64.50/SY)

1.75” AC Overlay W/KeyCuts
+ BR
($44.50/SY)
Poor
(PCI 25-49)
Remove & Replace 4” AC + BR
($122.50/SY)
Remove & Replace 3” AC +
BR
($92.50/SY)
Remove & Replace 2.5” AC +
BR
($76.50/SY)
Very Poor
(PCI 0-24)
Reconstruct Surface
($169.00/SY)
Reconstruct Surface
($138.50/SY)
Reconstruct Surface
($135.50/SY)
Note: Base Repairs (BR) also known as patch paving, remove and replace (R&R), or “digouts”, involve removing damaged asphalt and, if necessary, the underlying base material and subgrade, before compacting the base and installing new pavement.

Figure 10 illustrates how costs of pavement treatment increase as pavement condition decreases. The dollar amounts shown in Figure 10 are based on recent bids received by the City and illustrate that it costs much less to maintain streets in good condition than to repair failed streets. By letting pavements deteriorate, streets that once cost ~$8 per square yard to treat with slurry seal may, in a few years, cost as much as ~$150 per square yard to reconstruct.

Because of this, a key pavement management repair strategy is to keep streets in “Very Good” to “Fair” condition from deteriorating. This is particularly true for streets in the “Fair” range since pavement deterioration will accelerate if left untreated. The pavement deterioration curve shown in Figure 10 describes how pavements Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Maintenance and Rehabilitation Strategies City of Pismo Beach Draft Report November 2025
16 deteriorate over time. Pavements in “Fair” condition show some distress and require more than preventive maintenance. At this point, a well-designed pavement will have reached between 35 and 50 percent of its life, and a thin overlay (1.75”) or a 2” remove-and-replace would be required to bring its condition back to “Very Good.” For pavements in the “Poor” category, approximately 30 percent of service life is left, and a thicker remove-and-replace (2.5-4.0 inches) would be required to bring its condition back to “Very Good”. Pavements in “Very Poor” condition are near the ends of their service lives and often exhibit severe forms of distress such as potholes, rutting, and extensive cracking. At this stage, reconstruction is typically required. In general, arterials are expected to have a service life of approximately 25 years, while residential streets are expected to have a service life exceeding 30 years.

Figure 10. Costs4 of Maintaining Pavements over their Service Lives.

7.2 PCI Improvement
An important consideration in developing the Decision Tree is how StreetSaver® models preventive maintenance and rehabilitation treatments. While overlays and full reconstructions automatically reset the PCI to 100, preventive maintenance treatments are modeled differently. StreetSaver® recognizes 3 preventive maintenance types—slurry seals, localized repairs, and crack seals—each with a varying effect on PCI improvement. In general, slurry seals produce the most significant PCI increase, followed by localized repairs, and then crack sealing. However, none of these treatments fully restores the pavement to a PCI of 100, and the magnitude of PCI gain depends on the pavement’s initial condition (i.e., lower PCI values typically yield higher relative increases). Figure 11 illustrates typical PCI impact modeled by StreetSaver® 4 In addition to the contractor’s prices, unit costs are loaded to include staff time, design, construction management, contingencies, and non-asphalt concrete related work.
0 10
20 30
40 50
60 70
80 90
100
Pa
v
e
m
e
n
t
C
o
n
d
i
t
i
o
n

I
n
d
e
x
Percent of Pavement Service Life
Minor
Resurfacing
Major
Resurfacing
Reconstruction
Repair Cost
$
pair CRep
$$$$$$$12.1
pair C
2 -
CostCair C
111111----$44.8
st
4 8/
t
88///////////SYYSY (nono-nnnnnn---load)$$$$$22121222.
$44.5
..111

4.4.-
44444.84.888888888888///////////////////////SSSYSY no(nonnnnn---aolo444411111111111-----44$$ 5555555555555-----$65.0/SY (load)
Repair Cost
$
pair CRep
$$$$$$$$$$$$$$$$76.5
pair C

6.6.-
CostCair C
5555555555555-----$122.5
t

2.52.5/555555///////////SY
Repair Cost
$
pair CoRep
$$$$$$$$$$$$$$$$$135.5
air Co

5.5.-
ostoir Co
555555555555------$169.09.09.0/00000000000000////////////SY Very Good
69-100
Fair
45-69
Poor
25-49
Very Poor
0-24
90%75%35%
Preventive
Maintenance
Repair Cost
$
Rep
$$$$$$$$$$7.9
ep

7.7.-
Costr pairp
999999999999999-------$8.2
Cost

8.28.2/
tost
2222222//////////////////SY
Do Nothing
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Maintenance and Rehabilitation Strategies City of Pismo Beach Draft Report November 2025
17 Figure 11. PCI Impact: Slurry Seal (left) vs Overlay (right).

It is also important to note that StreetSaver® does not model combined treatments. In practice, applying a slurry seal with base repairs typically produces greater performance benefits than a slurry seal alone. However, within the software, this combination is treated as a slurry seal only, with the same modeled PCI impact. As a result, users should interpret model outputs conservatively and account for StreetSaver®’s simplified treatment assumptions when comparing actual field performance with modeled results.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Report Reconciliation City of Pismo Beach
Draft Report November 2025
18 8 Report Reconciliation
Before proceeding with the budget analysis, it is important to reconcile and compare the current pavement management results with those from the previous PMP update. The purpose of this section is to evaluate how the City’s network has evolved since the last assessment by comparing total mileage and area, changes in overall PCI, differences between prior budget scenarios and the current PCI, and updates in unit costs. This reconciliation provides essential context for interpreting current budget needs and budget scenarios presented in Section 9.

8.1 Total Mileage and Area
As mentioned in Section 2, the database update included adding newly accepted streets, removing non-City- maintained roadways, and recalculating section lengths and areas using the updated polygon-based GIS layer— which resulted in an overall reduction of 7.0 percent in the total pavement area, and in approximately 0.4 centerline miles, as summarized in Table 7.

Table 7. Centerline Miles & Area: 2021 vs 2025.

8.2 Pavement Condition Index (PCI)
Since the 2021 PMP update, the overall street network PCI has increased significantly, rising by 11 points, from 67 to 78. This improvement directly reflects the City’s continued investment in maintaining and preserving its pavement network. Notably, collector roadways experienced the most significant increase, with an average PCI difference of +28 points, Table 8. As discussed in Section 2, this significant network-wide improvement can largely be attributed to the extensive work completed between 2023 and 2024, during which more than one- third of the City’s total pavement area received treatment. Nearly half of those treated sections involved asphalt overlays, which contributed significantly to the observed rise in overall PCI.

Table 8. Comparison of 2021 and 2025 PCI for the City’s Network.

Functional Class 2021 Weighted
Average PCI*
2025 Weighted
Average PCI*PCI Difference
Arterial 75 77 +2
Collector 63 91 +28
Residential 65 75 +10
Total 67 78 +11
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Report Reconciliation City of Pismo Beach
Draft Report November 2025
19 8.3 Budget Scenarios
In the previous PMP report, 4 budget scenarios were evaluated, and the City’s objective reflected an interest in increasing the overall network PCI above 70 as shown in Table 9. While the “unconstrained budget” scenario typically represents an idealized condition in which all necessary funding is available, it is noteworthy that this scenario’s projected PCI is closest to the current PCI of 78. This indicates that the City’s pavement maintenance efforts have not only met but substantially exceeded the performance expectations established in the prior analysis.

Table 9. 2021 Budget Scenarios Projections.

Scenario Description Cumulative
5-year Budget ($M)Projected PCI
1 Unconstrained Budget 34.5 81
2 Maintain PCI 11.5 67
3 Increase PCI by 5 points 19.4 72
4 5 Year Pavement Plan 11.3 72

8.4 Unit Costs
For the unit cost comparison, NCE did not have access to detailed treatment descriptions from the previous PMP, which limited the ability to directly compare individual paving items (e.g., slurry seal, asphalt concrete overlay, cold milling). Therefore, the comparison was based on the total unit cost applied to each PCI category. A summary of findings is provided in Table 10:
x Category I: Treatments in this PCI range are typically preventive maintenance strategies. A cost increase is expected due to rising material prices. It is assumed that slurry seal was the typical treatment previously used, and the updated costs remain consistent with the average values for the recommended year.
x Category II (Non-Load): For collectors and residential streets, previous unit costs were higher than current values, suggesting the prior plan may have used more robust preventive treatments—such as cape seal or microsurfacing. In the current proposal, slurry seal with base repairs is considered the most suitable option. For arterials, the current cost is significantly higher because the City noted that preventive maintenance is not typically applied at this condition level, and overlays are generally preferred.
x Category III (Load): Treatments in this category generally involve thin overlays or mill-and-overlay operations. The similarity in costs between the previous and current analyses suggests a comparable approach. For residential streets, the 2021 values appear higher due to the assumption of a thicker pavement structure. After reviewing recent project plans, NCE adopted more realistic thicknesses—2 inches for arterials and collectors and 1.75 inches for residentials—which optimized cost estimates. x Category IV: For this category, segments require thicker mill-and-overlay treatments with higher base repair percentages. Updated unit costs align reasonably with the past estimates, reflecting expected increases in asphalt and milling expenses.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Report Reconciliation City of Pismo Beach
Draft Report November 2025
20 x Category V: NCE’s proposed cost is noticeably lower than the 2021 projection. This difference suggests that the earlier PMP may have assumed full-depth reconstruction, whereas the current analysis recommends a more appropriate and cost-effective surface reconstruction with targeted base preparation.

Table 10. Unit Cost Comparison: 2021 vs 2025.

Condition
Category PCI Range
Arterials Collectors Residentials
2021 2025 2021 2025 2021 2025
Very Good
90 –100 ------
70 – 89 $5.7 $8.2 $4.6 $8.0 $4.6 $7.9
Fair
50 – 69
(Non-load)$21.2 $44.8 $17.7 $12.4 $17.7 $12.1
50 – 69
(Load)$60.1 $65.0 $56.5 $64.5 $53.0 $44.5
Poor 25 – 49 $91.9 $122.5 $84.8 $92.5 $84.8 $76.5
Very Poor 0 – 24 $229.6 $169.0 $197.8 $138.5 $173.1 $135.5 Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
21 9 Budget Analysis
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 first eliminate deferred maintenance and then preserve the network with ongoing preventive maintenance. Such strategies bring the network condition to an optimal PCI that can be maintained over time.

9.1 Budget Needs
The first step in developing a cost-effective strategy is to determine, assuming an unconstrained budget, the total maintenance budget “needs” of the network, i.e., the funding required for every street in the network to reach optimal conditions based on the policy established in the decision tree. For the City, the cost of treatment(s) over the analysis period was calculated by multiplying unit costs by pavement section area at an initial annual inflation rate of 3.5 percent.

The budget needs are estimated to be approximately $25.3 million by the end of FY 2029-30. Of the total budget needs, approximately $21.4 million (78.4 percent) would be devoted to rehabilitation, while the rest would be allocated for preventive maintenance. If the City follows this “ideal” strategy, the average network PCI will increase to 87 by FY 32/33. This type of budget, which addresses all the deferred maintenance in the first year, is known as front-loaded.

Table 11 below shows the impacts of expenditures on the PCI, assuming an unconstrained budget. Appendix D presents the following information regarding the budget needs: projected PCI, cost summary, and a summary of the preventive and rehabilitation maintenance treatments. It must be noted that drainage project costs are not included in the budget needs calculations.

Table 11. Budget Needs.

Fiscal Year Current 25/26 26/27 27/28 28/29 29/30 Total Total Budget Needs
($M)N/A 9.9 3.4 2.6 7.8 1.5 25.2
Rehabilitation
($M)N/A 8.6 3.0 2.5 5.9 1.3 21.3
Preventive Maintenance
($M)N/A 1.3 0.4 0.1 1.9 0.2 3.9
Treated PCI 78 85 85 85 88 87 N/A
Untreated PCI 78 77 74 73 71 69 N/A

9.2 Deferred Maintenance
As previously defined, deferred maintenance refers to maintenance activities that were either not performed as scheduled or were postponed to a future period due to insufficient funding. In StreetSaver®, deferred maintenance is calculated using the current or projected PCI, the Decision Tree–assigned treatment, the corresponding unit costs, and the assumed annual inflation rate.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
22 Figure 12 illustrates this concept using the example of section Palisade – 010 on Palisades Street. The inspected PCI of 55 places the section in Category III, driven by a higher percentage of load-related distresses. Based on the Decision Tree, the recommended treatment is a 1.75-inch AC Overlay with base repairs, at an approximate unit cost of $44.50/SY. For this section, the total cost to complete the treatment today would be approximately $228,190.

Figure 12. Section Palisade – 010. Current PCI: 55.

A common misconception is that deferred maintenance can be calculated simply by applying inflation to the current cost if the treatment is delayed by 2, 3, or 5 years. However, this overlooks the fact that pavement deterioration continues during the delay. When the PCI drops below the next decision breakpoint, a more intensive—and more costly—rehabilitation strategy becomes necessary.

Table 12 demonstrates how deferred maintenance costs escalate when treatment is deferred. By Year 3, the section’s PCI has fallen below 50, triggering a thicker 2.5-inch AC remove-and-replace treatment with base repairs, at an approximate cost of $76.00/SY. As a result, the deferred maintenance cost for this section alone increases by more than 70 percent between Years 2 and 3—highlighting how delayed action can rapidly accelerate funding needs.

Table 12. Deferred Maintenance Calculation Example.

Year PCI PCI
Category Treatment Unit Cost
(SY)
Inflation
Factor Total Cost ($)
Current 55 Fair (III)1.75” AC Overlay + BR 44.5 - $228,191 Year 1 52 Fair (III)1.75” AC Overlay + BR 44.5 1.04 $236,178 Year 2 50 Fair (III)1.75” AC Overlay + BR 44.5 1.07 $244,444 Year 3 48 Poor (IV)2.5” AC Remove-and-
Replace + BR

76.0 1.11 $432,089
Year 4 46 Poor (IV)2.5” AC Remove-and-
Replace + BR

76.0 1.15 $447,212
It is also important to note that deferred maintenance projections are only valid when calculated using the same assumed unit costs, inflation rate, and Decision Tree–based treatment recommendations. If any of these inputs Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
23 are modified in the future, the current projections will no longer reflect accurate deferred maintenance values and must be recalculated accordingly.

9.3 Budget Scenarios
Having determined the street network's maintenance needs, the next step in developing a cost-effective M&R strategy is to generate several alternative budgets and analyze “what-if” scenarios.

9.3.1 Initial Budget Objectives
Before incorporating the drainage improvement needs from the DMP, the City’s objective was to allocate approximately $2.0 million annually for preventive maintenance (slurry seal) and $3.0 million for rehabilitation every other year (see Table 13). As shown in the analysis, the planned budget significantly exceeded the StreetSaver® calculated budget needs for preventive maintenance (see Table 11).

Table 13. Initial Budget Allocation.

Fiscal Year Rehabilitation
($M)
Preventive
Maintenance ($M)Total ($M)
FY 25/26 -1.01.0
FY 26/27 3.0 1.8 4.8
FY 27/28 -2.02.0
FY 28/29 3.0 2.0 5.0
FY 2029-30 -2.02.0
Total 6.0 8.7 14.8
It is important to recognize that StreetSaver® treatment recommendations are primarily driven by PCI.

Therefore, if a street falls just below the PCI breakpoint between preventive maintenance and rehabilitation, the software may assign a rehabilitation treatment even if the pavement still appears suitable for preventive maintenance. Manual adjustments were applied to capture additional preventive maintenance candidates, but a substantial budget surplus remained.

In preliminary discussions with the City, one potential approach considered was substituting thin overlay treatments with slurry seal plus higher percentages of base repairs to better address localized deterioration.

However, further evaluation of this option was not pursued once the budget strategy shifted to incorporate the high-priority drainage projects.

9.3.2 Final Budget Objectives
After incorporating the recommended drainage improvements from the DMP, the City indicated to the project to the project team to evaluate the impact of incorporating the projects highlighted in the DMP as an alternative in the budget scenario. The revised objective was to evaluate how the network PCI could be maintained—or potentially improved—while also funding a portion of the high-priority drainage projects. Because most DMP projects require pavement rehabilitation as part of construction, integrating them into the pavement program Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
24 would help avoid future rework. This approach also necessitated a greater allocation of funds toward pavement rehabilitation, which the City supported.

Based on these objectives and constraints, 3 scenarios were developed:
x Scenario 1: Pavement-Only Strategy –This served as the control scenario to evaluate the maximum PCI that could be obtained without considering any of the DMP projects. As expected, the deferred maintenance in this scenario will be the lowest.
x Scenario 2: Balanced PCI Maintenance + Drainage Strategy –This scenario incorporates all Priority 1 drainage projects and 1 of the most critical Priority 2 projects (Leeward Avenue) while still maintaining the current network PCI at 78. Multiple iterations were required to identify a feasible combination of drainage and pavement improvements within budget constraints. As expected, this approach results in the highest deferred maintenance among the scenarios.
x Scenario 3: Targeted Drainage + PCI Increase –This scenario incorporates the same DMP projects as in Scenario 2. In this case, however, the pavement budget was increased to reach the same PCI as in Scenario 1. Consequently, this scenario results in the highest required budget with the second-highest deferred maintenance.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
25 9.3.3 Scenario 1: Pavement-Only Strategy
The maintenance strategy in this scenario was to prioritize rehabilitation efforts and allocate $0.7 million on average toward preventive maintenance. At the City’s anticipated budget of $2.0-5.0 million every year, the network PCI will increase from 78 to 80 by FY 2029-30. By the end of the analysis period, 86.1 percent of the network will be in the “Very Good” category, 3.5 percent will be in the “Fair” category, 3.8 percent will be in the “Poor” category, and 6.6 percent will be in the “Very Poor” category. The deferred maintenance cost will decrease from $9.9 million to $9.1 million by FY 2029-30. Table 14 and Figure 13 show the outcomes under this scenario.

Table 14. Cost Summary for Scenario 1.

Fiscal Year Current 25/26 26/27 27/28 28/29 29/30 Total City’s Budget
($M)N/A 1.0 4.8 2.0 5.0 2.0 14.8
Rehabilitation
($M)N/A 0.0 4.2 1.4 4.4 1.4 11.3
Preventive
Maintenance ($M)N/A 1.0 0.6 0.6 0.6 0.6 3.5
DMP ($M) 9.9 9.2 6.1 7.0 9.4 9.1 N/A
Deferred
Maintenance ($M)N/A 0.9 4.8 2.0 5.0 2.0 14.7
Network PCI 78 77 79 79 81 80 N/A
Figure 13. PCI versus Deferred Maintenance for Scenario 1.

9.9 9.2

6.1 7.0

9.4 9.1
78 77 79 79 81 80
0 20
40 60
80 100
0 5
10 15
20 25
30 Current 25/26 26/27 27/28 28/29 29/30
Ne
t
w
o
r
k

P
C
I
De
f
e
r
r
e
d

M
a
i
n
t
e
n
a
n
c
e

(
$
M
)
Fiscal Year
Deferred Maintenance ($M)Network PCI
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
26 9.3.4 Scenario 2: Balanced PCI Maintenance + Drainage Strategy In this scenario, the target PCI for the network is 78 by the end of FY 2029-30. As shown in Table 15, almost 35.0 percent of the total budget is destined to DMP projects, reducing primarily the rehabilitation budget and increasing the deferred maintenance costs to $15.9 million. By FY 2029-30, 77.2 percent of the network will be in the “Very Good” category, 11.1 percent will be in the “Fair” category, 7.7 percent will be in the “Poor” category, and 4.0 percent will be in the “Very Poor” category after 5 years.

Table 15. Cost Summary for Scenario 2.

Fiscal Year Current 25/26 26/27 27/28 28/29 29/30 Total City’s Budget
($M)N/A 1.0 4.7 1.8 5.1 2.2 14.8
Rehabilitation
($M)N/A 0.0 2.6 1.1 2.0 0.0 5.7
Preventive
Maintenance ($M)N/A 1.0 0.7 0.0 0.1 2.2 4.0
DMP ($M) N/A 0.0 1.4 0.7 3.0 0.0 5.1
Deferred
Maintenance ($M)9.9 9.2 8.4 9.6 15.5 15.9 N/A
Network PCI 78 77 79 78 78 78 N/A
Figure 14. PCI versus Deferred Maintenance for Scenario 2.

9.9 9.2 8.4 9.6

15.5 15.9
78 77 79 78 78 78
0 20
40 60
80 100
0 5
10 15
20 25
30 Current 25/26 26/27 27/28 28/29 29/30
Ne
t
w
o
r
k

P
C
I
De
f
e
r
r
e
d

M
a
i
n
t
e
n
a
n
c
e

(
$
M
)
Fiscal Year
Deferred Maintenance ($M)Network PCI
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
27 9.3.5 Scenario 3: Targeted Drainage + Increase PCI
This scenario intends to treat the same DMP projects as Scenario 2, while increasing PCI to 80 as Scenario 1 through the end of FY 2029-30. As shown in Table 16, an additional $700,000 on average is required each year to accomplish this objective, but deferred maintenance costs will still increase to $13.6 million by FY 2029-30. In this scenario, 83.4 percent of the network will be in the “Very Good” category, 5.5 percent will be in the “Fair” category, 7.2 percent will be in the “Poor” category, and 3.9 percent will be in the “Very Poor” category at the end of the 5-year period.

Table 16. Cost Summary for Scenario 3.

Fiscal Year Current 25/26 26/27 27/28 28/29 29/30 Total City’s Budget
($M)N/A 1.0 5.5 2.7 5.7 2.7 17.6
Rehabilitation
($M)N/A 0.0 3.4 1.9 2.5 0.4 8.2
Preventive
Maintenance ($M)N/A 1.0 0.7 0.1 0.2 2.3 4.3
DMP ($M) N/A 0.0 1.4 0.7 3.0 0.0 5.1
Deferred
Maintenance ($M)9.9 9.2 7.6 8.1 13.9 13.6 N/A
Network PCI 78 77 80 79 79 80 N/A
Figure 15. PCI versus Deferred Maintenance for Scenario 3.

9.9 9.2 7.6 8.1

13.9 13.6
78 77 80 79 79
80 0
20 40
60 80
100
0 5
10 15
20 25
30 Current 25/26 26/27 27/28 28/29 29/30
Ne
t
w
o
r
k

P
C
I
De
f
e
r
r
e
d

M
a
i
n
t
e
n
a
n
c
e

(
$
M
)
Fiscal Year
Deferred Maintenance ($M)Network PCI
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
28 9.4 Scenario Summary and Comparisons
Scenario 1: Pavement-Only Strategy –Allocates all funding to pavement rehabilitation and preventive maintenance; no drainage upgrades are included.
x PCI Change:The network PCI is projected to increase from 78 to 80 by the end of this 5-year period. x Deferred Maintenance:The cost of deferred maintenance will decrease from $9.9 million to $9.1 million by FY 2029-30.

Scenario 2: Balanced PCI Maintenance + Drainage Strategy –Targets pavement investments to maintain the overall PCI at 78, with remaining funds applied to completing all Priority 1 drainage projects and 1 of the most critical drainage improvements from Priority 2 (Leeward Avenue). x PCI Change:The network PCI is projected to remain at 78 by the end of FY 2029-30. x Deferred Maintenance:The cost of deferred maintenance will increase from $9.9 million to $15.9 million by FY 2029-30.

Scenario 3: Targeted Drainage + Increase PCI –Targets the same DMP projects as Scenario 2, while increasing the budget toward pavement needs to bring the PCI to 80 by the end of the analysis period. x PCI Change:The network PCI is projected to increase to 80 by the end of FY 2029-30. x Deferred Maintenance:The cost of deferred maintenance will increase from $9.9 million to $13.6 million by FY 2029-30.

The following table summarizes each scenario and its corresponding 5-year budget, PCI, and deferred maintenance costs at the end of the analysis period. Appendix E shows the cost and network condition summary for each scenario.

Table 17. Budget Scenario Analysis Summary.

Scenario Description
Cumulative 5-year Budget ($M)End of FY 2029-30
Pavement Drainage Total Network
PCI
Deferred
Maintenance ($M)
1 Pavement-Only 14.8 0.0 14.8 80 9.1
2 PCI Maintenance +
Drainage Strategy 9.7 5.1 14.8 78 15.9
3 Targeted Drainage +
Increase PCI 12.5 5.1 17.6 80 13.6
Figure 16 compares the annual changes in PCI across budget scenarios, and Figure 15 illustrates the corresponding changes in deferred maintenance. Under Scenarios 1 and 3, PCI will increase to 80. In contrast, under Scenarios 2 PCI remains constant. In addition, under Scenarios 1, deferred maintenance is projected to decrease, while for the other scenarios, it is projected to increase.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
29 Figure 16. Comparison of Annual PCI by Scenario.

Figure 17. Comparison of Annual Deferred Maintenance by Scenario.

Figure 18 illustrates the percent change in pavement condition for each scenario at the end of FY 2029-30.

Notably, even with the inclusion of DMP project funding, all scenarios result in an increase in the percentage of streets in the “Very Good” condition category and a reduction in the “Poor” category. However, each scenario also shows a slight increase in the “Very Poor” category. This occurs because StreetSaver® prioritizes maintaining pavements in better condition—where proactive investment yields the most significant life-cycle 79 79
81 80
78 78 7878
77 80
79 79
80 76
78 80
82 Current 25/26 26/27 27/28 28/29 29/30
PC
I
Fiscal year
Scenario 1
Scenario 2
Scenario 3

9.19.9 15.9

13.6 0
5 10
15 20
Current 25/26 26/27 27/28 28/29 29/30
De
f
e
r
r
e
d

M
a
i
n
t
e
n
a
n
c
e

(
$
M
)
Fiscal Year
Scenario 1 Scenario 2 Scenario 3
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Budget Analysis City of Pismo Beach
Draft Report November 2025
30 benefit—while streets that are already in a failed state tend to remain deferred unless specifically targeted for rehabilitation.

Figure 18. Comparison of Pavement Condition by FY 2029-30.

71.8%

86.1%

77.2%

83.4%

13.7%

3.5%

11.1%

5.5%

13.1%

3.8%

7.7%

7.2%

1.4%

6.6%

4.0%

3.9%
0% 20% 40% 60% 80% 100%
Current
Scenario 1
Scenario 2
Scenario 3
Very Good: 70-100 Fair: 50-69 Poor: 25-49 Very Poor: 0-24 Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Multi-Year Work Plan Development City of Pismo Beach
Draft Report November 2025
31 10 Multi-Year Work Plan Development
NCE conducted an in-depth analysis of the initial recommendations generated by StreetSaver®. While StreetSaver® selects sections for treatment based on those with the highest benefit-cost ratio, it does not account for logistical factors such as mobilization and traffic control costs. When treatment sections are very short or widely separated, these additional costs can increase, whereas continuous or closely located sections may reduce these expenses. Due to the varying condition of street segments across the network, it is common for StreetSaver® to recommend treatments for non-adjacent segments or to assign different treatments to neighboring sections. To improve logistical efficiency, NCE also grouped adjacent sections into contiguous treatment “chunks.” Figure 19 illustrates the adjusted selection for the FY 2029-30 year, displaying a harmonized selection of contiguous sections.

Figure 19. Multi-Year Plan for FY 2029-30.

To develop the multi-year plan, NCE used the following criteria:
x PCI of the streets Segments
x Overall roadway condition per desktop review
x Geographical proximity
o Continuous Pavement management sections
o Impacts on mobilization
x Uniform treatment per condition and functional classification NCE established a realistic and valuable framework for future project prioritization by consolidating geographically adjacent pavement sections with similar treatment requirements.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Multi-Year Work Plan Development City of Pismo Beach
Draft Report November 2025
32 Table 18 summarizes the street network PCI after treatment and the number of centerline miles treated. It must be noted that DMP projects are scheduled in FY 2026-27 and FY 2028-29, significantly reducing the miles treated, while coverage is maximized in FY 2029-30 with preventive maintenance projects only.

Table 18. PCI and Miles Treated per Multi-Year Plan.

Fiscal Year Multi-Year Plan
Budget ($M)PCI Miles Treated
2025-26 1.0 77 4.40
2026-27 4.7 79 6.22
2027-28 1.8 78 0.71
2028-29 5.1 78 1.47
2029-30 2.2 78 10.65
Total 14.8 N/A 23.45
The resulting multi-year work plan (see
Figure 20) features recommend streets that are geographically adjacent and uniform in their proposed treatment, providing a more optimized solution,
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Multi-Year Work Plan Development City of Pismo Beach
Draft Report November 2025
33 Figure 20. Multi-Year Plan for FY 2025-26 through FY 2029-30.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
Conclusions City of Pismo Beach
Draft Report November 2025
34 11 Conclusions and Recommendations
The City of Pismo Beach has made a substantial investment of $139 million in its pavement network. Overall, the pavement network is in the “Very Good” condition with a PCI of 78. The City’s existing budget (Scenario 1) of $14.8 million over 5 years is expected to increase the overall network PCI from 78 to 80 without the consideration of any DMP project. Under Scenario 2, PCI would be maintained at 78 by FY 2029-30 with an investment of $5.1 million towards DMP projects. Under Scenario 3, PCI would increase to 80 by FY 2029-30, considering the same DMP projects as Scenario 2 and an additional $700,000 each year towards the pavement budget.

11.1 Recommendations
NCE recommends that the City increase its annual budget allocation to enhance overall network condition and reduce deferred maintenance, while incorporating as many DMP projects as possible. If a budget increase is not feasible,NCE recommends that the City pursue Scenario 2,where PCI will be maintained at 78, addressing a significant portion of the pavement network while still incorporating all the Priority 1 Drainage projects and 1 of the most significant Priority 2 projects. Additionally, NCE recommends considering the following:

1.Additional Funding –Actively pursue additional pavement funding sources to increase its current PCI and address more DMP projects.

2.Pavement Maintenance Strategies –Continue with a well-funded preventive maintenance program and rehabilitation projects to improve pavement in poor condition. This is necessary to maintain at least the portion of the street network in “Fair” condition and avoid increasing the deferred maintenance.

3.Inspection Strategies –Monitor future pavement performance and ongoing maintenance needs by updating the required inventory of the City’s arterial and collector streets every 2 years. NCE also recommends that the City also inspect the residential street network every 4 to 5 years.

4.M&R Decision Tree –Review and update the M&R treatment strategies and associated unit costs annually to reflect new construction techniques and costs so that the budget analysis results remain reliable and accurate.

Council Agenda 12-10-2025 03.A
Attachment 1

Appendix A
Section Description Inventory – Average (Weighted by Area) PCI

Council Agenda 12-10-2025 03.A
Attachment 1

Section Description Inventory Report
This report lists a variety of section description information for each of the City’s pavement sections. It lists the street and section identifiers, limits, functional class (FC), surface type, number of lanes, lengths, widths, and inspected PCI.

All of the City's vehicular street sections are included in the report. The report is sorted alphabetically by Street Name and Section ID and by descending PCIs. The field descriptions in this report are listed on the next page.

Header Description
Street ID Street identification in StreetSaver® unique for each street Section ID Section identification number in StreetSaver® unique for each section of one street
Street Name The name of the street as indicated by street signs in the field From Beginning limit of the section
To Ending limit of the section
Lanes Number of lanes of the section
Functional Class Functional Classification (Arterial, Collector, Residential) Surface Type Surface Type (AC - Asphalt Concrete, PCC - Portland Cement Concrete, AC/AC - AC Overlay of existing Asphalt Concrete, AC/PCC -AC Overlay of existing Portland Cement Concrete)
Length (ft)Length of the section in feet
Width (ft)Average width of the section in feet
Area (sf)Area of the section in square feet
PCI Date Inspected date
PCI25 Average Inspected PCI for the section
PCI Load%Load Related percent
PCI Climate%Climate Related Percent
PCI Other%Other Related Percent
Council Agenda 12-10-2025 03.A
Attachment 1

Appendix A-1
Sections Listed By Name

Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by Name
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
Addie 010 Addie Street E End Dolliver Street (Hwy 1)2 R AC 275 35 8,605 8/5/2025 32 96 4 0 Addie 020 Addie Street Dolliver Street (Hwy 1)Cypress Street 2 R AC 290 29 7,571 8/5/2025 52 72 5 23 Addie 030 Addie Street Cypress Street W End 2 R AC 635 29 19,671 8/5/2025 80 13 15 72 Baker 010 Baker Avenue Coburn Lane Seacliff Drive 2 R AC 760 38 28,561 8/5/2025 93 0 59 41 Bakersfld 010 Bakersfield Street N End Longview Avenue 2 R AC/AC 520 37 16,441 8/5/2025 71 61 27 12 Bakersfld 020 Bakersfield Street Longview Avenue S End 2 R AC/AC 100 37 3,921 8/5/2025 89 0 33 67 Baxter 010 Baxter Street Hanford Street End 2 R AC 425 18 7,317 8/5/2025 59 83 7 11 Bay 010 Bay Street Wadsworth Avenue Bello Street 2 R AC/AC 1,310 27 29,588 8/5/2025 59 32 55 13 Bay 020 Bay Street Bello Street W End (Hwy 101)2 R AC/AC 100 35 3,982 8/5/2025 55 35 65 0 Bay 110 Bay Street E End (Hwy 101)Price Street 2 R AC/AC 40 38 1,551 8/5/2025 100 0 0 0 Bay 120 Bay Street Price Street Dolliver Street (Hwy 1)2 R AC/AC 180 38 6,766 8/5/2025 62 29 44 27 BeachcoN 010 Beachcomber (North) Drive Shell Beach Road Beachcomber Dr S (Turn)2 R AC 695 37 24,017 8/5/2025 94 0 81 19 BeachcoS 010 Beachcomber (South) Drive Shell Beach Road Beachcomber Dr S (Turn)2 R AC 655 37 27,001 8/5/2025 68 84 16 0 BeachcoS 020 Beachcomber (South) Drive Beachcomber Dr S (Turn)Beachcomber Dr N (Turn)2 R AC 325 37 15,737 8/5/2025 76 69 20 10 Bello 010 Bello Street Bay Street (Hwy 101 on Ramp)San Luis Avenue 2 R AC 530 35 16,655 8/5/2025 90 59 32 9 Bello 015 Bello Street San Luis Avenue Wadsworth Avenue 2 R AC 270 35 8,740 8/5/2025 81 80 20 0 Bello 020 Bello Street Wadsworth Avenue Pismo Avenue 2 MiA AC 535 39 19,315 8/5/2025 42 74 5 21 Bello 030 Bello Street Pismo Avenue Price Canyon Road 2 MiA AC/AC 900 40 33,630 8/5/2025 66 70 6 24 Bello 040 Bello Street Price Canyon Road Stimson Avenue 2 R AC/AC 475 42 20,195 8/5/2025 64 87 13 0 Bello 050 Bello Street Stimson Avenue Solar Way 2 R AC/AC 435 40 14,705 8/5/2025 86 8 56 36 Bello 060 Bello Street Solar Way 50' E/ Frady Lane 2 R AC/AC 600 22 14,123 8/5/2025 74 73 10 17 Bettiga 010 Bettiga Street Bello Street Ocean View Avenue 2 R AC/AC 250 29 6,343 8/5/2025 59 54 46 0 Boeker 010 Boeker Street Shell Beach Road S End 2 R AC/AC 1,518 34 49,251 8/5/2025 36 75 13 12 CapannaCt 010 Capanna Court Highland Drive Cul-De-Sac 2 R AC/AC 258 35 11,458 8/6/2025 97 0 100 0 CapannaSt 010 Capanna Street Highland Drive James Way 2 R AC 1,325 35 45,621 8/5/2025 92 17 63 20 Capistrano 010 Capistrano Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,467 26 43,096 8/5/2025 44 68 12 20 Castaic 010 Castaic Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,600 26 43,915 8/5/2025 59 89 9 2 Christine 010 Christine Way Dugan Drive Norma Drive 2 R AC/AC 575 36 19,253 8/6/2025 97 0 100 0 Cimadecoli 010 Cima De Colina Clydell Ct Rancho Pismo Drive 2 R AC 470 36 14,943 8/5/2025 89 93 0 7 Cliff 010 Cliff Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,080 25 31,926 8/5/2025 85 39 20 41 Clydell 010 Clydell Way Highland Drive El Viento 2 R AC 130 35 3,211 8/5/2025 95 0 100 0 ClydellCt 010 Clydell Court Highland Drive Cul-De-Sac 2 R AC 1,540 36 50,419 8/5/2025 93 0 78 22 Coburn 010 Coburn Lane Seacliff Drive Baker Avenue 2 R AC 830 35 27,938 8/5/2025 94 0 80 20 Coburn 020 Coburn Lane Baker Avenue Shell Beach Road 2 R AC/AC 460 38 17,919 8/5/2025 90 60 34 6 CoralCirc 010 Coral Circle Highland Drive Cul-De-Sac 2 R AC 196 38 10,457 8/5/2025 77 83 13 3 CoralCt 010 Coral Court Highland Drive Cul-De-Sac 2 R AC 1,200 35 40,920 8/5/2025 92 0 49 51 Crest 010 Crest Drive Skyline Drive James Way 2 R AC/AC 700 40 25,961 8/6/2025 97 0 100 0 Cuyama 010 Cuyama Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,185 27 34,235 8/5/2025 30 86 6 9 Cypress 010 Cypress Street N. End San Luis Avenue 2 R AC 140 17 2,258 8/5/2025 34 87 9 4 Cypress 020 Cypress Street San Luis Avenue Wadsworth Ave 2 R AC 265 32 6,579 8/5/2025 82 83 15 2 Cypress 025 Cypress Street Wadsworth Ave S. End 2 R AC 210 32 5,344 8/5/2025 31 15 4 80 Cypress 030 Cypress Street Main Street Pomeroy Avenue 2 R AC/AC 230 30 6,512 8/5/2025 49 86 14 0 Cypress 040 Cypress Street Pomeroy Avenue Hinds Avenue 2 C AC 300 31 8,576 8/5/2025 91 21 55 24 Cypress 050 Cypress Street Hinds Avenue Stimson Ave (COP)2 R AC 335 30 9,858 8/5/2025 74 46 50 4 Cypress 060 Cypress Street Stimson Ave (COP)Pismo Creek 2 R AC 830 34 23,673 8/5/2025 34 30 44 25 Cypress 070 Cypress Street Pismo Creek Dolliver Street (Hwy 1)2 R AC 260 20 5,828 8/5/2025 12 52 22 26 Delano 010 Delano Street Longview Avenue S End 2 R AC/AC 450 28 11,723 8/5/2025 84 32 24 44 DelCourt 010 Del Court Price Canyon Road E End 2 R AC 560 31 13,673 8/5/2025 42 33 16 51 Dugan 010 Dugan Drive Houston Way Margo Way 2 R AC/AC 950 36 31,192 8/6/2025 97 0 100 0 EbbTide 010 Ebb Tide Way Shell Beach Road Cul-De-Sac 2 R AC 300 35 14,732 8/5/2025 46 91 8 1 Effie 010 Effie Way Dugan Drive James Way 2 R AC/AC 710 32 23,892 8/6/2025 97 0 100 0 Elaine 010 Elaine Way Dugan Drive Norma Drive 2 R AC/AC 615 36 20,211 8/6/2025 97 0 100 0 ElPortal 010 El Portal Drive Shell Beach Road Indio Drive 2 R AC/AC 2,280 32 57,921 8/5/2025 87 72 20 8 ElViento 010 El Viento Whitecap Street Clydell Way 2 R AC/AC 825 32 26,952 8/6/2025 97 0 100 0 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 1 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by Name
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
ElViento 020 El Viento Clydell Way Morgan Drive 2 R AC/AC 745 33 23,560 8/6/2025 97 0 100 0 ElViento 030 El Viento Morgan Drive Ventana Drive 2 R AC/AC 685 32 22,110 8/6/2025 97 0 100 0 ElViento 110 El Viento Ventana Drive Cul-De-Sac 2 R AC 680 35 24,444 8/5/2025 92 12 63 25 Encanto 010 Encanto Avenue Indio Drive Cul-De-Sac 2 R AC 100 37 3,594 8/5/2025 91 0 68 32 Esparto 010 Esparto Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,591 35 50,868 8/5/2025 22 84 12 4 FiveCities 010 Five Cities Drive James Way (Hwy 101)A Avenue 2 MiA AC 1,050 53 33,561 8/5/2025 72 35 6 59 FiveCities 020 Five Cities Drive A Avenue Hwy 101 On/Off Ramps 3 MiA AC 750 55 41,298 8/5/2025 83 81 15 5 FiveCities 030 Five Cities Drive Hwy 101 On/Off Ramps Fourth Street 3 SA AC 1,595 56 84,645 8/5/2025 66 83 17 1 FiveCities 040 Five Cities Drive Fourth Street El Camino Real 2 C AC 950 56 48,673 8/5/2025 51 83 9 8 Florin 010 Florin Street Hermosa Drive Indio Drive 2 R AC/AC 1,110 36 39,815 8/5/2025 92 26 56 18 Florin 020 Florin Street Indio Drive Cul-De-Sac 2 R AC/AC 100 37 3,856 8/5/2025 86 48 52 0 Fourth 010 Fourth Street James Way N End Hwy 101 Overpass 4 SA AC 330 69 24,467 8/5/2025 35 94 6 0 Fourth 020 Fourth Street S End Hwy 101 Overpass S City Limit 4 SA AC/AC 1,460 52 83,873 8/5/2025 37 79 14 7 FradyLane 010 Frady Lane Bello Street Public Works Yard Entrance 2 R AC/AC 740 22 13,942 8/5/2025 77 83 7 9 FradyLane 020 Frady Lane Public Works Yard Entrance Public Works Yard Back Gate 2 R AC/AC 440 22 8,902 8/5/2025 87 61 29 10 FradyLane 030 Frady Lane Public Works Yard Back Gate N Side of Hwy 101 R/W 2 R AC/AC 675 26 18,718 8/5/2025 14 73 21 7 FradyLane 040 Frady Lane N Side of Hwy 101 R/W Dolliver Street (Hwy 1)2 R AC/AC 2,110 22 54,022 8/5/2025 28 66 27 7 Frances 010 Frances Way Norma Drive James Way 2 R AC/AC 130 36 4,205 8/6/2025 97 0 100 0 FranklinDr 010 Franklin Drive Price Street S End @ Blufftop 2 R AC/AC 410 36 12,467 8/5/2025 50 30 66 4 Fresno 010 Fresno Street N End Longview Avenue 2 R AC/AC 450 37 16,640 8/5/2025 93 0 60 40 Fresno 020 Fresno Street Longview Avenue S End 2 R AC/AC 510 32 17,341 8/5/2025 86 42 20 38 Hanford 010 Hanford Street Baxter Street Longview Avenue 2 R AC/AC 475 16 8,019 8/5/2025 74 79 13 9 Hanford 020 Hanford Street Longview Avenue East End 2 R AC/AC 250 16 4,670 8/5/2025 51 64 36 0 Hanford 110 Hanford Street Wadsworth Lemoore Street 2 R AC/AC 750 30 20,451 8/5/2025 41 84 5 11 HarborView 010 Harbor View Street Price Street S End 2 R AC 590 34 18,813 8/5/2025 91 0 76 24 Harloe 010 Harloe Avenue E End Bello Street 2 R AC/AC 375 40 14,750 8/5/2025 47 47 53 0 Harloe 020 Harloe Avenue Bello Street Hwy 101 / W End 2 R AC/AC 90 38 2,860 8/5/2025 58 39 61 0 Harloe 110 Harloe Avenue E End (Hwy 101)Price Street 2 R PCC 50 38 2,118 8/4/2025 8 100 0 0 Harloe 120 Harloe Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 360 38 13,035 8/5/2025 61 68 15 17 Harloe 130 Harloe Avenue Dolliver Street (Hwy 1)W End 2 R AC/AC 238 30 6,397 8/5/2025 64 42 17 42 Hermosa 010 Hermosa Drive Florin Street Shell Beach Road 2 R AC/AC 1,120 36 36,258 8/5/2025 87 58 36 6 Highland 010 Highland Drive James Way Coral Court 2 C AC/AC 610 36 22,476 8/5/2025 92 38 52 10 Highland 020 Highland Drive Coral Court Capanna Street 2 C AC/AC 870 37 32,486 8/5/2025 94 0 83 17 Highland 030 Highland Drive Capanna Street Clydell Court 2 C AC/AC 1,420 36 52,008 8/5/2025 94 15 75 10 Highland 040 Highland Drive Clydell Court E End 2 C AC/AC 195 37 7,031 8/5/2025 76 85 15 0 Hinds 010 Hinds Avenue Pier Parking Lot Cypress Street 2 MiA AC 322 38 13,195 8/5/2025 86 39 35 26 Hinds 020 Hinds Avenue Cypress Street Dolliver Street (Hwy 1)2 MiA AC 300 38 11,559 8/5/2025 85 42 22 36 Hinds 030 Hinds Avenue Dolliver Street (Hwy 1)Price Street 2 MiA AC 540 38 18,261 8/5/2025 49 73 11 17 Hinds 040 Hinds Avenue Price Street Hwy 101 Bridge 2 MiA AC/AC 110 38 3,621 8/5/2025 81 0 100 0 Hollister 010 Hollister Avenue Bello Street Hwy 101 / W End 2 R AC/PCC 55 37 1,613 8/5/2025 68 70 10 20 Hollister 110 Hollister Avenue Hwy 101 / E End Price Street 2 R AC/PCC 80 37 2,829 8/5/2025 74 53 0 47 Hollister 120 Hollister Avenue Price Street Dolliver Street (Hwy 1)2 R AC 370 37 12,720 8/5/2025 93 41 59 0 Houston 010 Houston Way Dugan Drive Norma Drive 2 R AC/AC 630 36 20,972 8/6/2025 97 0 100 0 Indio 010 Indio Drive S End Florin Street 2 R AC 855 35 29,596 8/5/2025 83 66 30 5 Indio 020 Indio Drive Florin Street Topaz Street 2 R AC 845 35 28,321 8/5/2025 85 6 23 71 Indio 030 Indio Drive Topaz Street Encanto Avenue 2 R AC 940 34 31,291 8/5/2025 85 46 19 34 Indio 040 Indio Drive Encanto Avenue El Portal Drive 2 R AC 605 34 20,582 8/5/2025 87 62 19 19 Indio 050 Indio Drive El Portal Drive N End (Bluff Drive)2 R AC 382 34 11,960 8/5/2025 85 57 30 12 Irish 010 Irish Way Shamrock Lane Shamrock Lane 2 R AC 2,690 35 90,690 8/5/2025 92 79 16 5 James 010 James Way Five Cities Drive 450' W/O Highland Dr 2 MiA AC 505 42 18,226 8/5/2025 23 81 11 9 James 015 James Way 450' W/O Highland Dr Highland Drive 2 MiA AC 475 44 20,453 8/5/2025 79 2 10 88 James 020 James Way Highland Drive Capana Street 2 MiA AC/AC 725 44 30,307 8/5/2025 93 28 72 0 James 024 James Way Capana Street Fourth Street 2 MiA AC 1,725 44 72,895 8/5/2025 92 47 45 8 James 028 James Way Fourth Street Ridge Drive 2 MiA AC 2,235 42 94,768 8/5/2025 85 72 12 16 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 2 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by Name
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
James 030 James Way Ridge Drive 770' E/O Ridge Drive (COP)2 MiA AC 770 42 32,158 8/5/2025 81 83 14 2 James 040 James Way 770' E/ Ridge Drive (COP)Crest Drive 2 MiA AC 1,370 42 57,880 8/5/2025 94 0 86 14 James 050 James Way Crest Drive Oak Park Boulevard 4 MiA AC 830 60 51,153 8/5/2025 90 0 24 76 LaColima 010 La Colima La Floricita La Puesta del Sol 2 R AC/AC 1,000 35 38,720 8/6/2025 97 0 100 0 LaFloricit 010 La Floricita El Viento La Puesta del Sol 2 R AC/AC 860 35 29,032 8/6/2025 97 0 100 0 LaGarza 010 La Garza Ventana Drive Cul-De-Sac 2 R AC/AC 650 35 25,825 8/6/2025 97 0 100 0 LaGaviota 010 La Gaviota El Viento Ventana Drive 2 R AC/AC 800 35 26,954 8/6/2025 97 0 100 0 LaGaviota 020 La Gaviota Ventana Drive El Viento 2 R AC/AC 845 35 27,005 8/6/2025 97 0 100 0 LaPuesta 010 La Puesta del Sol La Gaviota Cul-De-Sac 2 R AC/AC 640 35 22,718 8/6/2025 97 0 100 0 Leeward 010 Leeward Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,150 40 40,108 8/5/2025 55 86 5 9 Lemoore 010 Lemoore Street Wadsworth Avenue Hanford Street 2 R AC/AC 850 28 21,545 8/5/2025 48 42 54 4 Lemoore 020 Lemoore Street Hanford Street Price Canyon Road 2 R AC 500 36 13,671 8/5/2025 32 83 13 4 Limerick 010 Limerick Lane Shamrock Lane (N)Shamrock Lane (S)2 R AC 500 36 16,571 8/5/2025 93 0 75 25 Longview 010 Longview Avenue Begin Loop (E End)End of Loop 2 C AC 850 17 15,166 8/5/2025 90 0 34 66 Longview 020 Longview Avenue Longview Loop Merced Street 2 C AC 1,285 28 30,408 8/5/2025 91 44 39 17 Longview 030 Longview Avenue Merced Street Taft Street 2 C AC 1,140 31 31,895 8/5/2025 92 11 54 36 Longview 035 Longview Avenue Taft Street Wadsworth Avenue 2 C AC 1,010 31 29,641 8/5/2025 91 13 41 46 Longview 040 Longview Avenue Wadsworth Avenue Hanford Street 2 C AC 120 25 3,331 8/5/2025 82 67 23 11 Main 010 Main Avenue Hwy 101 / E End Price Street 2 R AC 80 38 2,796 8/5/2025 79 80 20 0 Main 020 Main Avenue Price Street Dolliver Street (Hwy 1)2 C AC/AC 500 38 17,680 8/5/2025 59 71 21 8 Main 030 Main Avenue Dolliver Street (Hwy 1)Cul-De-Sac 2 R AC 550 36 22,073 8/5/2025 72 53 23 24 Margo 010 Margo Way Dugan Drive Norma Drive 2 R AC/AC 630 36 20,916 8/6/2025 97 0 100 0 Mattie 010 Mattie Road N End (City Limit)Spyglass Drive 2 C AC 1,280 32 36,599 8/5/2025 100 0 0 0 Mattie 020 Mattie Road Spyglass Drive Costa Rica 2 C AC/AC 3,570 40 140,862 8/6/2025 97 0 100 0 Mattie 025 Mattie Road Costa Rica Corralitas 2 C AC/AC 2,270 40 92,514 8/6/2025 97 0 100 0 Mattie 030 Mattie Road Corralitas Foothill Road (S)2 C AC/AC 3,030 37 134,939 8/6/2025 97 0 100 0 Mattie 035 Mattie Road Foothill Road (S)Hwy 101 On/Off Ramps 2 C AC/AC 1,940 37 68,164 8/6/2025 97 0 100 0 Mattie 040 Mattie Road Hwy 101 On/Off Ramps Price Street 2 C AC/AC 350 34 10,788 8/6/2025 97 0 100 0 Merced 010 Merced Street Longview Avenue S End 2 R AC/AC 620 27 14,965 8/5/2025 89 26 29 45 Miguelito 010 Miguelito Lane Clydell Ct Rancho Pismo Drive 2 R AC 260 36 8,301 8/5/2025 83 96 0 4 Montecito 010 Montecito Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,432 27 38,093 8/5/2025 33 90 5 5 Morgan 010 Morgan Drive El Viento End (City Limit)2 R AC 140 38 3,709 8/4/2025 100 0 0 0 Morro 010 Morro Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,354 27 36,783 8/5/2025 39 86 6 9 Naomi 010 Naomi Avenue Baker Avenue Seacliff Drive 2 R AC/AC 900 34 28,337 8/5/2025 81 74 22 4 Norma 010 Norma Drive Margo Way Effie Way 2 R AC/AC 805 32 28,538 8/6/2025 97 0 100 0 Norma 020 Norma Drive Effie Way Cul-De-Sac 2 R AC/AC 410 32 15,166 8/6/2025 97 0 100 0 OakPark 010SB Oak Park Boulevard City Limit James Way 2 MA AC 795 15 12,262 8/5/2025 50 17 0 82 OakPark 020SB Oak Park Boulevard James Way 150' S/ Branch Street 2 MA AC 1,120 15 19,647 8/5/2025 94 0 26 74 OakPark 030SB Oak Park Boulevard 150' S/ Branch Street N Side of Hwy 101 Overpass 2 MA AC/AC 255 15 4,141 8/5/2025 71 83 17 0 Oakwood 010 Oakwood Drive Shamrock Lane James Way 2 R AC 375 36 12,747 8/5/2025 93 0 72 28 OceanBlvd 010 Ocean Boulevard N End Vista Del Mar 2 R AC 110 25 2,648 8/6/2025 97 0 100 0 OceanBlvd 020 Ocean Boulevard Vista Del Mar Palomar Avenue 2 R AC 1,125 32 34,434 8/6/2025 97 0 100 0 OceanBlvd 030 Ocean Boulevard Palomar Avenue End (E of Placentia Ave)2 R AC 1,190 25 30,958 8/6/2025 97 0 100 0 OceanBlvd 040 Ocean Boulevard Windward Avenue Cliff Avenue 2 R AC 1,190 27 31,556 8/5/2025 65 69 16 15 OceanView 010 Ocean View Avenue Bello Street Hwy 101 / W End 2 R AC/AC 1,010 26 24,235 8/5/2025 66 75 16 8 OceanView 110 Ocean View Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 585 36 18,592 8/5/2025 51 43 53 4 OceanView 120 Ocean View Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 300 36 10,645 8/5/2025 43 32 51 17 OceanView 130 Ocean View Avenue Cypress Street Cul-De-Sac 2 R AC 700 36 25,592 8/5/2025 26 59 24 17 Paddock 010 Paddock Avenue Coburn Lane Seacliff Drive 2 R AC 820 33 25,164 8/5/2025 93 27 64 9 Palisade 010 Palisade Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,271 37 46,151 8/5/2025 55 81 15 3 Palomar 010 Palomar Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,457 25 37,792 8/5/2025 73 64 5 31 Panorama 010 Panorama Drive Shamrock Lane Ridge Drive 2 R AC/AC 875 36 30,860 8/6/2025 97 0 100 0 Park 010 Park Avenue E End (Hwy 101)Dolliver Street (Hwy 1)2 R AC/AC 575 25 14,861 8/5/2025 48 56 36 8 Park 020 Park Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC/AC 300 28 7,801 8/5/2025 40 18 68 13 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 3 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by Name
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
Park 030 Park Avenue Cypress Street W End 3 R AC 650 28 16,527 8/5/2025 85 69 21 9 Pearl 010 Pearl Street Windward Avenue Leeward Avenue 2 R AC 170 33 4,995 8/5/2025 60 89 11 0 Pearl 020 Pearl Street Leeward Avenue Pier Avenue 2 R AC 170 33 5,739 8/5/2025 76 81 19 0 Pearl 030 Pearl Street Pier Avenue Palisade Avenue 2 R AC 175 33 5,048 8/5/2025 81 76 24 0 Pearl 040 Pearl Street Palisade Avenue Sea View Avenue 2 R AC 175 33 5,618 8/5/2025 28 87 5 8 Pearl 050 Pearl Street Sea View Avenue Cliff Avenue 2 R AC 175 33 5,170 8/5/2025 64 91 9 0 Pier 010 Pier Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,187 32 38,725 8/5/2025 78 69 11 20 Pismo 010 Pismo Avenue Bello Street Hwy 101 / W End 2 R AC 85 38 2,416 8/5/2025 57 53 47 0 Pismo 110 Pismo Avenue Hwy 101 / E End Price Street 2 R AC 80 38 3,086 8/5/2025 75 77 13 11 Pismo 120 Pismo Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 370 38 13,254 8/5/2025 49 82 12 6 Pismo 130 Pismo Avenue Dolliver Street (Hwy 1)W End 2 R AC/AC 120 35 4,135 8/5/2025 27 82 16 3 Placentia 010 Placentia Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,556 25 37,969 8/5/2025 33 89 4 7 Pomeroy 010 Pomeroy Avenue Hwy 101 / E End Price Street 2 R AC/AC 80 40 3,215 8/5/2025 93 0 51 49 Pomeroy 020 Pomeroy Avenue Price Street Dolliver Street (Hwy 1)2 R AC 500 43 19,410 8/5/2025 64 78 18 4 Pomeroy 030 Pomeroy Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 325 42 12,498 8/5/2025 67 82 14 4 Pomeroy 040 Pomeroy Avenue Cypress Street Pier Parking Lot 2 R AC 275 42 10,029 8/5/2025 56 63 27 10 Porter 010 Porter Street W End Harloe Avenue 2 R PCC 130 38 5,018 8/4/2025 40 100 0 0 Portervill 010 Porterville Street Lemoore Street End 2 R AC 325 26 7,937 8/5/2025 62 84 12 3 PriceCan 010 Price Canyon Road E City Limit Lemoore Street 2 MA AC 1,045 34 39,728 8/5/2025 44 48 14 38 PriceCan 015 Price Canyon Road Lemoore Street Solar Way 2 MA AC 970 36 33,854 8/5/2025 51 75 15 10 PriceCan 020 Price Canyon Road Solar Way Bello Street 2 MA AC 530 36 19,681 8/5/2025 52 52 11 37 PriceCan 030 Price Canyon Road Bello Street Hwy 101 Bridge 3 MA AC 190 40 6,874 8/5/2025 30 61 13 26 PriceSt 010 Price Street Cliff Avenue Inn at the Cove (N Driveway)2 MiA AC/AC 1,700 33 61,224 8/5/2025 84 4 69 27 PriceSt 020 Price Street Inn at the Cove (N Driveway)Mattie Road 2 MiA AC/AC 1,968 37 69,482 8/5/2025 82 46 52 2 PriceSt 110 Price Street Dolliver Street San Luis Avenue 2 SA AC 765 60 44,559 8/5/2025 98 0 0 100 PriceSt 120 Price Street San Luis Avenue Pismo Avenue 2 SA AC 815 65 51,804 8/5/2025 96 85 0 15 PriceSt 130 Price Street Pismo Avenue Hinds Avenue 2 SA AC 880 65 57,595 8/5/2025 99 0 0 100 PriceSt 140 Price Street Hinds Ave HWY 101 Ramps 2 SA AC 715 64 57,428 8/5/2025 97 75 0 25 Princessa 010 Princessa Lane Clydell Ct Rancho Pismo Drive 2 R AC 350 36 11,406 8/5/2025 76 96 2 3 RanchPisDr 010 Rancho Pismo Drive Highland Drive End 2 R AC 2,400 37 87,178 8/5/2025 91 29 32 39 Reef 010 Reef Court Coral Court Cul-De-Sac 2 R AC 400 36 14,517 8/5/2025 95 0 91 9 Ridge 010 Ridge Drive James Way E End 2 R AC 1,007 40 37,923 8/5/2025 89 54 20 26 Ruby 010 Ruby Court Seacliff Drive Cul-De-Sac 2 R AC/AC 192 31 7,162 8/5/2025 95 0 100 0 San Luis 010 San Luis Avenue E End Bello Street 2 R AC/AC 425 40 17,440 8/5/2025 43 77 21 2 San Luis 020 San Luis Avenue Bello Street Hwy 101 / W End 2 R AC/AC 70 38 3,683 8/5/2025 70 47 53 0 San Luis 110 San Luis Avenue Hwy 101 / E End Price Street 2 R PCC 70 38 3,130 8/4/2025 17 100 0 0 San Luis 120 San Luis Avenue Price Street Dolliver Street (Hwy 1)2 R AC/PCC 380 38 13,947 8/5/2025 52 30 12 58 San Luis 130 San Luis Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC/AC 300 39 10,977 8/5/2025 85 45 36 19 SantaFe 010 Santa Fe Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,603 26 45,401 8/5/2025 73 86 7 7 Santos 010 Santos Way Clydell Ct Rancho Pismo Drive 2 R AC 285 36 9,136 8/5/2025 91 88 5 7 Seacliff 010 Seacliff Drive Shell Beach Road Paddock Avenue 2 R AC 1,330 35 45,518 8/5/2025 90 44 37 19 Seacliff 020 Seacliff Drive Paddock Avenue Naomi Avenue 2 R AC 450 35 14,648 8/5/2025 94 0 89 11 Searidge 010 Searidge Court Shell Beach Road Cul-De-Sac 2 R AC 640 40 25,520 8/5/2025 74 74 10 16 SeaView 010 Sea View Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,270 37 39,955 8/5/2025 56 65 13 22 Selma 010 Selma Street Lemoore Street End 2 R AC/AC 160 28 5,055 8/5/2025 46 65 34 1 Shaffer 010 Shaffer Lane Baxter Street Bay Street 2 R AC/AC 1,150 18 18,740 8/5/2025 57 85 4 11 Shamrock 010 Shamrock Lane Ridge Drive Oakwood Drive 2 R AC 930 32 30,578 8/5/2025 97 36 0 64 Shamrock 015 Shamrock Lane Oakwood Drive James Way 2 R AC 1,175 32 39,981 8/5/2025 98 0 0 100 Shamrock 020 Shamrock Lane James Way Irish Way 2 R AC 500 40 22,147 8/5/2025 95 55 33 12 ShellBeac 010 Shell Beach Road N City Limit 115' N/ El Portal Drive (COP)2 MiA AC/AC 585 32 21,424 8/5/2025 36 79 18 4 ShellBeac 020 Shell Beach Road 115' N/ El Portal Drive Encanto Ave 2 MiA AC/AC 1,120 30 32,073 8/5/2025 75 66 8 26 ShellBeac 030 Shell Beach Road Encanto Ave Hermosa Drive 2 MiA AC/AC 940 34 33,482 8/5/2025 79 65 30 5 ShellBeac 040 Shell Beach Road Hermosa Drive Silver Shoals Drive 2 MiA AC/AC 1,240 34 50,381 8/5/2025 87 40 54 5 ShellBeac 050 Shell Beach Road Silver Shoals Drive Ebb Tide Way 2 MiA AC/AC 875 40 36,049 8/5/2025 81 41 16 43 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 4 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by Name
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
ShellBeac 060 Shell Beach Road Ebb Tide Way Spyglass Drive 2 MiA AC/AC 1,515 42 69,165 8/5/2025 88 64 25 10 ShellBeac 070 Shell Beach Road Spyglass Drive Seacliff Drive 2 MiA AC/AC 750 42 30,566 8/5/2025 71 45 8 46 ShellBeac 080 Shell Beach Road Seacliff Drive Park Pl 2 MiA AC 1,580 32 43,164 8/5/2025 74 74 19 6 ShellBeac 090 Shell Beach Road Park Pl Terrace Avenue 2 MiA AC 1,085 42 45,232 8/5/2025 75 44 54 1 ShellBeac 100 Shell Beach Road Terrace Avenue Montecito Avenue 2 MiA AC 1,100 37 33,923 8/5/2025 89 28 31 40 ShellBeac 110 Shell Beach Road Montecito Avenue Castaic Avenue 2 MiA AC 1,155 35 34,526 8/5/2025 93 0 57 43 ShellBeac 120 Shell Beach Road Castaic Avenue Cliff Avenue 2 MiA AC 1,575 35 44,367 8/5/2025 93 0 70 30 Shoreline 010 Shoreline Drive Terrace Avenue Cul-De-Sac 2 R AC 627 38 23,646 8/5/2025 95 0 100 0 SilverSho 010 Silver Shoals Drive Shell Beach Road Cul-De-Sac 2 R AC 750 37 30,083 8/5/2025 88 65 29 5 Skyline 010 Skyline Drive Summit Drive Crest Drive 2 R AC/AC 475 35 15,620 8/6/2025 97 0 100 0 Solano 010 Solano Road Spyglass Drive (N)Spyglass Drive (S)2 R AC 1,035 35 36,753 8/5/2025 71 28 71 1 Solar 010 Solar Way Bello Street (One-Way)Price Canyon Road 2 R AC 540 21 10,215 8/5/2025 93 0 70 30 Spyglass 010 Spyglass Drive Shell Beach Road Spyglass Park 2 R AC 1,220 35 44,486 8/5/2025 77 66 24 10 Spyglass 020 Spyglass Drive Shell Beach Road Mattie Rd 2 R AC 420 30 15,516 8/5/2025 52 68 4 28 Stimson 010 Stimson Avenue Bello Street Hwy 101 / W End 2 R AC/AC 515 36 18,685 8/5/2025 52 59 29 11 Stimson 110 Stimson Avenue Hwy 101 / E End Price Street 2 R AC 80 40 3,699 8/5/2025 31 26 74 0 Stimson 120 Stimson Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 500 38 18,328 8/5/2025 42 36 52 12 Stimson 130 Stimson Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 300 38 11,230 8/5/2025 33 35 61 4 Stimson 140 Stimson Avenue Cypress Street 255' W/O Cypress 2 R AC 255 38 9,249 8/5/2025 42 46 36 19 Stimson 150 Stimson Avenue 255' W/O Cypress Cul-De-Sac 2 R AC 200 38 7,784 8/5/2025 95 0 100 0 Stratford 010 Stratford Street N End Longview Avenue 2 R AC/AC 465 32 14,194 8/5/2025 64 42 55 3 Stratford 020 Stratford Street Longview Avenue S End 2 R AC/AC 770 28 20,736 8/5/2025 47 72 27 1 Summit 010 Summit Drive Skyline Drive James Way 2 R AC/AC 775 36 26,176 8/6/2025 97 0 100 0 Surf 010 Surf Street Valley View Drive Highland Drive 2 R AC/AC 930 35 29,452 8/6/2025 97 0 100 0 Taft 010 Taft Street N End Longview Avenue 2 R AC 420 38 15,220 8/5/2025 90 34 33 33 Taft 020 Taft Street Longview Avenue S End 2 R AC 380 37 12,250 8/5/2025 61 76 11 14 Terrace 010 Terrace Avenue Shell Beach Road Shoreline Drive 2 R AC 770 40 27,021 8/5/2025 94 0 83 17 Topaz 010 Topaz Street Indio Drive Cul-De-Sac 2 R AC 156 35 5,698 8/5/2025 95 0 100 0 Tulare 010 Tulare Street N End Longview Avenue 2 R AC 450 37 15,649 8/5/2025 51 71 13 16 Tulare 020 Tulare Street Longview Avenue Visalia Street 2 R AC/AC 500 39 18,314 8/5/2025 58 54 21 25 ValleyView 010 Valley View Drive Coral Court Highland Drive 2 R AC 1,630 35 53,318 8/5/2025 92 0 51 49 ValleyView 110 Valley View Drive El Viento Ventana Drive 2 R AC/AC 1,180 35 38,113 8/6/2025 97 0 100 0 Ventana 010 Ventana Drive E City Limit La Gaviota 2 C AC 840 45 39,471 8/5/2025 94 0 94 6 Ventana 020 Ventana Drive La Gaviota 100' N/ James Way (Arc)2 C AC 1,465 45 62,530 8/5/2025 94 0 100 0 Ventana 030 Ventana Drive 100' N/ James Way (Arc)James Way 2 C AC 260 24 6,547 8/5/2025 66 87 13 0 VillaCourt 010 Villa Court Capanna Street Cul-De-Sac 2 R AC 485 35 18,551 8/5/2025 82 69 22 9 Vincente 010 Vincente Court Clydell Ct Cul-De-Sac 2 R AC 180 36 8,594 8/5/2025 100 0 0 0 Visalia 010 Visalia Street N End Longview Avenue 2 R AC 460 38 16,837 8/5/2025 40 71 24 5 Visalia 020 Visalia Street Longview Avenue Tulare St 2 R AC/AC 560 37 19,053 8/5/2025 47 70 22 8 VistaDelMa 010 Vista del Mar Shell Beach Road Ocean Boulevard 2 R AC 1,012 35 34,331 8/5/2025 93 0 76 24 VistaPacif 010 Vista Pacific Circle James Way (N)James Way (S)2 R AC 1,900 35 65,488 8/5/2025 84 67 22 11 Wadsworth 010 Wadsworth Avenue N End Longview Avenue 2 C AC 520 38 17,655 8/6/2025 97 0 100 0 Wadsworth 020 Wadsworth Avenue Longview Avenue Lemoore Street 2 C AC 430 38 15,407 8/6/2025 97 0 100 0 Wadsworth 030 Wadsworth Avenue Lemoore Street Bay Street 2 C AC 445 32 14,038 8/6/2025 97 0 100 0 Wadsworth 040 Wadsworth Avenue Bay Street Bello Street 2 C AC/AC 740 37 23,475 8/5/2025 72 68 6 26 Wadsworth 060 Wadsworth Avenue Bello Street Price Street 2 C AC 430 38 13,803 8/5/2025 36 49 30 21 Wadsworth 070 Wadsworth Avenue Price Street Dolliver Street (Hwy 1)2 C AC/AC 425 38 13,271 8/5/2025 74 30 10 60 Wadsworth 080 Wadsworth Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 350 38 13,034 8/5/2025 38 17 83 0 Water 010 Water Street Windward Avenue Leeward Avenue 2 R AC 170 33 5,057 8/5/2025 75 66 20 15 Water 020 Water Street Leeward Avenue Pier Avenue 2 R AC 175 33 4,765 8/5/2025 72 20 13 67 Water 030 Water Street Pier Avenue Palisade Avenue 2 R AC 175 24 4,400 8/5/2025 87 67 33 0 Water 040 Water Street Palisade Avenue Sea View Avenue 2 R AC 175 33 6,020 8/5/2025 87 27 25 48 Water 050 Water Street Sea View Avenue Cliff Avenue 2 R AC 170 33 5,382 8/5/2025 73 88 10 2 Wave 010 Wave Avenue Valley View Drive Highland Drive 2 R AC 730 35 22,976 8/5/2025 93 0 81 19 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 5 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

Appendix A-2
Sections Listed by PCI

Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by PCI
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
Bay 110 Bay Street E End (Hwy 101)Price Street 2 R AC/AC 40 38 1,551 8/5/2025 100 0 0 0 Mattie 010 Mattie Road N End (City Limit)Spyglass Drive 2 C AC 1,280 32 36,599 8/5/2025 100 0 0 0 Morgan 010 Morgan Drive El Viento End (City Limit)2 R AC 140 38 3,709 8/4/2025 100 0 0 0 Vincente 010 Vincente Court Clydell Ct Cul-De-Sac 2 R AC 180 36 8,594 8/5/2025 100 0 0 0 PriceSt 130 Price Street Pismo Avenue Hinds Avenue 2 SA AC 880 65 57,595 8/5/2025 99 0 0 100 PriceSt 110 Price Street Dolliver Street San Luis Avenue 2 SA AC 765 60 44,559 8/5/2025 98 0 0 100 Shamrock 015 Shamrock Lane Oakwood Drive James Way 2 R AC 1,175 32 39,981 8/5/2025 98 0 0 100 CapannaCt 010 Capanna Court Highland Drive Cul-De-Sac 2 R AC/AC 258 35 11,458 8/6/2025 97 0 100 0 Christine 010 Christine Way Dugan Drive Norma Drive 2 R AC/AC 575 36 19,253 8/6/2025 97 0 100 0 Crest 010 Crest Drive Skyline Drive James Way 2 R AC/AC 700 40 25,961 8/6/2025 97 0 100 0 Dugan 010 Dugan Drive Houston Way Margo Way 2 R AC/AC 950 36 31,192 8/6/2025 97 0 100 0 Effie 010 Effie Way Dugan Drive James Way 2 R AC/AC 710 32 23,892 8/6/2025 97 0 100 0 Elaine 010 Elaine Way Dugan Drive Norma Drive 2 R AC/AC 615 36 20,211 8/6/2025 97 0 100 0 ElViento 010 El Viento Whitecap Street Clydell Way 2 R AC/AC 825 32 26,952 8/6/2025 97 0 100 0 ElViento 020 El Viento Clydell Way Morgan Drive 2 R AC/AC 745 33 23,560 8/6/2025 97 0 100 0 ElViento 030 El Viento Morgan Drive Ventana Drive 2 R AC/AC 685 32 22,110 8/6/2025 97 0 100 0 Frances 010 Frances Way Norma Drive James Way 2 R AC/AC 130 36 4,205 8/6/2025 97 0 100 0 Houston 010 Houston Way Dugan Drive Norma Drive 2 R AC/AC 630 36 20,972 8/6/2025 97 0 100 0 LaColima 010 La Colima La Floricita La Puesta del Sol 2 R AC/AC 1,000 35 38,720 8/6/2025 97 0 100 0 LaFloricit 010 La Floricita El Viento La Puesta del Sol 2 R AC/AC 860 35 29,032 8/6/2025 97 0 100 0 LaGarza 010 La Garza Ventana Drive Cul-De-Sac 2 R AC/AC 650 35 25,825 8/6/2025 97 0 100 0 LaGaviota 010 La Gaviota El Viento Ventana Drive 2 R AC/AC 800 35 26,954 8/6/2025 97 0 100 0 LaGaviota 020 La Gaviota Ventana Drive El Viento 2 R AC/AC 845 35 27,005 8/6/2025 97 0 100 0 LaPuesta 010 La Puesta del Sol La Gaviota Cul-De-Sac 2 R AC/AC 640 35 22,718 8/6/2025 97 0 100 0 Margo 010 Margo Way Dugan Drive Norma Drive 2 R AC/AC 630 36 20,916 8/6/2025 97 0 100 0 Mattie 020 Mattie Road Spyglass Drive Costa Rica 2 C AC/AC 3,570 40 140,862 8/6/2025 97 0 100 0 Mattie 025 Mattie Road Costa Rica Corralitas 2 C AC/AC 2,270 40 92,514 8/6/2025 97 0 100 0 Mattie 030 Mattie Road Corralitas Foothill Road (S)2 C AC/AC 3,030 37 134,939 8/6/2025 97 0 100 0 Mattie 035 Mattie Road Foothill Road (S)Hwy 101 On/Off Ramps 2 C AC/AC 1,940 37 68,164 8/6/2025 97 0 100 0 Mattie 040 Mattie Road Hwy 101 On/Off Ramps Price Street 2 C AC/AC 350 34 10,788 8/6/2025 97 0 100 0 Norma 010 Norma Drive Margo Way Effie Way 2 R AC/AC 805 32 28,538 8/6/2025 97 0 100 0 Norma 020 Norma Drive Effie Way Cul-De-Sac 2 R AC/AC 410 32 15,166 8/6/2025 97 0 100 0 OceanBlvd 010 Ocean Boulevard N End Vista Del Mar 2 R AC 110 25 2,648 8/6/2025 97 0 100 0 OceanBlvd 020 Ocean Boulevard Vista Del Mar Palomar Avenue 2 R AC 1,125 32 34,434 8/6/2025 97 0 100 0 OceanBlvd 030 Ocean Boulevard Palomar Avenue End (E of Placentia Ave)2 R AC 1,190 25 30,958 8/6/2025 97 0 100 0 Panorama 010 Panorama Drive Shamrock Lane Ridge Drive 2 R AC/AC 875 36 30,860 8/6/2025 97 0 100 0 PriceSt 140 Price Street Hinds Ave HWY 101 Ramps 2 SA AC 715 64 57,428 8/5/2025 97 75 0 25 Shamrock 010 Shamrock Lane Ridge Drive Oakwood Drive 2 R AC 930 32 30,578 8/5/2025 97 36 0 64 Skyline 010 Skyline Drive Summit Drive Crest Drive 2 R AC/AC 475 35 15,620 8/6/2025 97 0 100 0 Summit 010 Summit Drive Skyline Drive James Way 2 R AC/AC 775 36 26,176 8/6/2025 97 0 100 0 Surf 010 Surf Street Valley View Drive Highland Drive 2 R AC/AC 930 35 29,452 8/6/2025 97 0 100 0 ValleyView 110 Valley View Drive El Viento Ventana Drive 2 R AC/AC 1,180 35 38,113 8/6/2025 97 0 100 0 Wadsworth 010 Wadsworth Avenue N End Longview Avenue 2 C AC 520 38 17,655 8/6/2025 97 0 100 0 Wadsworth 020 Wadsworth Avenue Longview Avenue Lemoore Street 2 C AC 430 38 15,407 8/6/2025 97 0 100 0 Wadsworth 030 Wadsworth Avenue Lemoore Street Bay Street 2 C AC 445 32 14,038 8/6/2025 97 0 100 0 PriceSt 120 Price Street San Luis Avenue Pismo Avenue 2 SA AC 815 65 51,804 8/5/2025 96 85 0 15 Clydell 010 Clydell Way Highland Drive El Viento 2 R AC 130 35 3,211 8/5/2025 95 0 100 0 Reef 010 Reef Court Coral Court Cul-De-Sac 2 R AC 400 36 14,517 8/5/2025 95 0 91 9 Ruby 010 Ruby Court Seacliff Drive Cul-De-Sac 2 R AC/AC 192 31 7,162 8/5/2025 95 0 100 0 Shamrock 020 Shamrock Lane James Way Irish Way 2 R AC 500 40 22,147 8/5/2025 95 55 33 12 Shoreline 010 Shoreline Drive Terrace Avenue Cul-De-Sac 2 R AC 627 38 23,646 8/5/2025 95 0 100 0 Stimson 150 Stimson Avenue 255' W/O Cypress Cul-De-Sac 2 R AC 200 38 7,784 8/5/2025 95 0 100 0 Topaz 010 Topaz Street Indio Drive Cul-De-Sac 2 R AC 156 35 5,698 8/5/2025 95 0 100 0 WhiteOak 010 White Oak Boulevard Oakwood Drive Ridge Drive 2 R AC 715 36 23,848 8/5/2025 95 0 100 0 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 1 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by PCI
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
BeachcoN 010 Beachcomber (North) Drive Shell Beach Road Beachcomber Dr S (Turn)2 R AC 695 37 24,017 8/5/2025 94 0 81 19 Coburn 010 Coburn Lane Seacliff Drive Baker Avenue 2 R AC 830 35 27,938 8/5/2025 94 0 80 20 Highland 020 Highland Drive Coral Court Capanna Street 2 C AC/AC 870 37 32,486 8/5/2025 94 0 83 17 Highland 030 Highland Drive Capanna Street Clydell Court 2 C AC/AC 1,420 36 52,008 8/5/2025 94 15 75 10 James 040 James Way 770' E/ Ridge Drive (COP)Crest Drive 2 MiA AC 1,370 42 57,880 8/5/2025 94 0 86 14 OakPark 020SB Oak Park Boulevard James Way 150' S/ Branch Street 2 MA AC 1,120 15 19,647 8/5/2025 94 0 26 74 Seacliff 020 Seacliff Drive Paddock Avenue Naomi Avenue 2 R AC 450 35 14,648 8/5/2025 94 0 89 11 Terrace 010 Terrace Avenue Shell Beach Road Shoreline Drive 2 R AC 770 40 27,021 8/5/2025 94 0 83 17 Ventana 010 Ventana Drive E City Limit La Gaviota 2 C AC 840 45 39,471 8/5/2025 94 0 94 6 Ventana 020 Ventana Drive La Gaviota 100' N/ James Way (Arc)2 C AC 1,465 45 62,530 8/5/2025 94 0 100 0 Whitecap 010 Whitecap Street Valley View Drive Highland Drive 2 R AC 660 35 20,100 8/5/2025 94 0 81 19 Baker 010 Baker Avenue Coburn Lane Seacliff Drive 2 R AC 760 38 28,561 8/5/2025 93 0 59 41 ClydellCt 010 Clydell Court Highland Drive Cul-De-Sac 2 R AC 1,540 36 50,419 8/5/2025 93 0 78 22 Fresno 010 Fresno Street N End Longview Avenue 2 R AC/AC 450 37 16,640 8/5/2025 93 0 60 40 Hollister 120 Hollister Avenue Price Street Dolliver Street (Hwy 1)2 R AC 370 37 12,720 8/5/2025 93 41 59 0 James 020 James Way Highland Drive Capana Street 2 MiA AC/AC 725 44 30,307 8/5/2025 93 28 72 0 Limerick 010 Limerick Lane Shamrock Lane (N)Shamrock Lane (S)2 R AC 500 36 16,571 8/5/2025 93 0 75 25 Oakwood 010 Oakwood Drive Shamrock Lane James Way 2 R AC 375 36 12,747 8/5/2025 93 0 72 28 Paddock 010 Paddock Avenue Coburn Lane Seacliff Drive 2 R AC 820 33 25,164 8/5/2025 93 27 64 9 Pomeroy 010 Pomeroy Avenue Hwy 101 / E End Price Street 2 R AC/AC 80 40 3,215 8/5/2025 93 0 51 49 ShellBeac 110 Shell Beach Road Montecito Avenue Castaic Avenue 2 MiA AC 1,155 35 34,526 8/5/2025 93 0 57 43 ShellBeac 120 Shell Beach Road Castaic Avenue Cliff Avenue 2 MiA AC 1,575 35 44,367 8/5/2025 93 0 70 30 Solar 010 Solar Way Bello Street (One-Way)Price Canyon Road 2 R AC 540 21 10,215 8/5/2025 93 0 70 30 VistaDelMa 010 Vista del Mar Shell Beach Road Ocean Boulevard 2 R AC 1,012 35 34,331 8/5/2025 93 0 76 24 Wave 010 Wave Avenue Valley View Drive Highland Drive 2 R AC 730 35 22,976 8/5/2025 93 0 81 19 Whitecap 020 Whitecap Street Highland Drive Ventana Drive 2 C AC 970 40 35,635 8/5/2025 93 0 78 22 CapannaSt 010 Capanna Street Highland Drive James Way 2 R AC 1,325 35 45,621 8/5/2025 92 17 63 20 CoralCt 010 Coral Court Highland Drive Cul-De-Sac 2 R AC 1,200 35 40,920 8/5/2025 92 0 49 51 ElViento 110 El Viento Ventana Drive Cul-De-Sac 2 R AC 680 35 24,444 8/5/2025 92 12 63 25 Florin 010 Florin Street Hermosa Drive Indio Drive 2 R AC/AC 1,110 36 39,815 8/5/2025 92 26 56 18 Highland 010 Highland Drive James Way Coral Court 2 C AC/AC 610 36 22,476 8/5/2025 92 38 52 10 Irish 010 Irish Way Shamrock Lane Shamrock Lane 2 R AC 2,690 35 90,690 8/5/2025 92 79 16 5 James 024 James Way Capana Street Fourth Street 2 MiA AC 1,725 44 72,895 8/5/2025 92 47 45 8 Longview 030 Longview Avenue Merced Street Taft Street 2 C AC 1,140 31 31,895 8/5/2025 92 11 54 36 ValleyView 010 Valley View Drive Coral Court Highland Drive 2 R AC 1,630 35 53,318 8/5/2025 92 0 51 49 Cypress 040 Cypress Street Pomeroy Avenue Hinds Avenue 2 C AC 300 31 8,576 8/5/2025 91 21 55 24 Encanto 010 Encanto Avenue Indio Drive Cul-De-Sac 2 R AC 100 37 3,594 8/5/2025 91 0 68 32 HarborView 010 Harbor View Street Price Street S End 2 R AC 590 34 18,813 8/5/2025 91 0 76 24 Longview 020 Longview Avenue Longview Loop Merced Street 2 C AC 1,285 28 30,408 8/5/2025 91 44 39 17 Longview 035 Longview Avenue Taft Street Wadsworth Avenue 2 C AC 1,010 31 29,641 8/5/2025 91 13 41 46 RanchPisDr 010 Rancho Pismo Drive Highland Drive End 2 R AC 2,400 37 87,178 8/5/2025 91 29 32 39 Santos 010 Santos Way Clydell Ct Rancho Pismo Drive 2 R AC 285 36 9,136 8/5/2025 91 88 5 7 Bello 010 Bello Street Bay Street (Hwy 101 on Ramp)San Luis Avenue 2 R AC 530 35 16,655 8/5/2025 90 59 32 9 Coburn 020 Coburn Lane Baker Avenue Shell Beach Road 2 R AC/AC 460 38 17,919 8/5/2025 90 60 34 6 James 050 James Way Crest Drive Oak Park Boulevard 4 MiA AC 830 60 51,153 8/5/2025 90 0 24 76 Longview 010 Longview Avenue Begin Loop (E End)End of Loop 2 C AC 850 17 15,166 8/5/2025 90 0 34 66 Seacliff 010 Seacliff Drive Shell Beach Road Paddock Avenue 2 R AC 1,330 35 45,518 8/5/2025 90 44 37 19 Taft 010 Taft Street N End Longview Avenue 2 R AC 420 38 15,220 8/5/2025 90 34 33 33 Bakersfld 020 Bakersfield Street Longview Avenue S End 2 R AC/AC 100 37 3,921 8/5/2025 89 0 33 67 Cimadecoli 010 Cima De Colina Clydell Ct Rancho Pismo Drive 2 R AC 470 36 14,943 8/5/2025 89 93 0 7 Merced 010 Merced Street Longview Avenue S End 2 R AC/AC 620 27 14,965 8/5/2025 89 26 29 45 Ridge 010 Ridge Drive James Way E End 2 R AC 1,007 40 37,923 8/5/2025 89 54 20 26 ShellBeac 100 Shell Beach Road Terrace Avenue Montecito Avenue 2 MiA AC 1,100 37 33,923 8/5/2025 89 28 31 40 ShellBeac 060 Shell Beach Road Ebb Tide Way Spyglass Drive 2 MiA AC/AC 1,515 42 69,165 8/5/2025 88 64 25 10 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 2 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by PCI
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
SilverSho 010 Silver Shoals Drive Shell Beach Road Cul-De-Sac 2 R AC 750 37 30,083 8/5/2025 88 65 29 5 ElPortal 010 El Portal Drive Shell Beach Road Indio Drive 2 R AC/AC 2,280 32 57,921 8/5/2025 87 72 20 8 FradyLane 020 Frady Lane Public Works Yard Entrance Public Works Yard Back Gate 2 R AC/AC 440 22 8,902 8/5/2025 87 61 29 10 Hermosa 010 Hermosa Drive Florin Street Shell Beach Road 2 R AC/AC 1,120 36 36,258 8/5/2025 87 58 36 6 Indio 040 Indio Drive Encanto Avenue El Portal Drive 2 R AC 605 34 20,582 8/5/2025 87 62 19 19 ShellBeac 040 Shell Beach Road Hermosa Drive Silver Shoals Drive 2 MiA AC/AC 1,240 34 50,381 8/5/2025 87 40 54 5 Water 030 Water Street Pier Avenue Palisade Avenue 2 R AC 175 24 4,400 8/5/2025 87 67 33 0 Water 040 Water Street Palisade Avenue Sea View Avenue 2 R AC 175 33 6,020 8/5/2025 87 27 25 48 Bello 050 Bello Street Stimson Avenue Solar Way 2 R AC/AC 435 40 14,705 8/5/2025 86 8 56 36 Florin 020 Florin Street Indio Drive Cul-De-Sac 2 R AC/AC 100 37 3,856 8/5/2025 86 48 52 0 Fresno 020 Fresno Street Longview Avenue S End 2 R AC/AC 510 32 17,341 8/5/2025 86 42 20 38 Hinds 010 Hinds Avenue Pier Parking Lot Cypress Street 2 MiA AC 322 38 13,195 8/5/2025 86 39 35 26 Cliff 010 Cliff Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,080 25 31,926 8/5/2025 85 39 20 41 Hinds 020 Hinds Avenue Cypress Street Dolliver Street (Hwy 1)2 MiA AC 300 38 11,559 8/5/2025 85 42 22 36 Indio 020 Indio Drive Florin Street Topaz Street 2 R AC 845 35 28,321 8/5/2025 85 6 23 71 Indio 030 Indio Drive Topaz Street Encanto Avenue 2 R AC 940 34 31,291 8/5/2025 85 46 19 34 Indio 050 Indio Drive El Portal Drive N End (Bluff Drive)2 R AC 382 34 11,960 8/5/2025 85 57 30 12 James 028 James Way Fourth Street Ridge Drive 2 MiA AC 2,235 42 94,768 8/5/2025 85 72 12 16 Park 030 Park Avenue Cypress Street W End 3 R AC 650 28 16,527 8/5/2025 85 69 21 9 San Luis 130 San Luis Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC/AC 300 39 10,977 8/5/2025 85 45 36 19 Delano 010 Delano Street Longview Avenue S End 2 R AC/AC 450 28 11,723 8/5/2025 84 32 24 44 PriceSt 010 Price Street Cliff Avenue Inn at the Cove (N Driveway)2 MiA AC/AC 1,700 33 61,224 8/5/2025 84 4 69 27 VistaPacif 010 Vista Pacific Circle James Way (N)James Way (S)2 R AC 1,900 35 65,488 8/5/2025 84 67 22 11 FiveCities 020 Five Cities Drive A Avenue Hwy 101 On/Off Ramps 3 MiA AC 750 55 41,298 8/5/2025 83 81 15 5 Indio 010 Indio Drive S End Florin Street 2 R AC 855 35 29,596 8/5/2025 83 66 30 5 Miguelito 010 Miguelito Lane Clydell Ct Rancho Pismo Drive 2 R AC 260 36 8,301 8/5/2025 83 96 0 4 Cypress 020 Cypress Street San Luis Avenue Wadsworth Ave 2 R AC 265 32 6,579 8/5/2025 82 83 15 2 Longview 040 Longview Avenue Wadsworth Avenue Hanford Street 2 C AC 120 25 3,331 8/5/2025 82 67 23 11 PriceSt 020 Price Street Inn at the Cove (N Driveway)Mattie Road 2 MiA AC/AC 1,968 37 69,482 8/5/2025 82 46 52 2 VillaCourt 010 Villa Court Capanna Street Cul-De-Sac 2 R AC 485 35 18,551 8/5/2025 82 69 22 9 Bello 015 Bello Street San Luis Avenue Wadsworth Avenue 2 R AC 270 35 8,740 8/5/2025 81 80 20 0 Hinds 040 Hinds Avenue Price Street Hwy 101 Bridge 2 MiA AC/AC 110 38 3,621 8/5/2025 81 0 100 0 James 030 James Way Ridge Drive 770' E/O Ridge Drive (COP)2 MiA AC 770 42 32,158 8/5/2025 81 83 14 2 Naomi 010 Naomi Avenue Baker Avenue Seacliff Drive 2 R AC/AC 900 34 28,337 8/5/2025 81 74 22 4 Pearl 030 Pearl Street Pier Avenue Palisade Avenue 2 R AC 175 33 5,048 8/5/2025 81 76 24 0 ShellBeac 050 Shell Beach Road Silver Shoals Drive Ebb Tide Way 2 MiA AC/AC 875 40 36,049 8/5/2025 81 41 16 43 Addie 030 Addie Street Cypress Street W End 2 R AC 635 29 19,671 8/5/2025 80 13 15 72 James 015 James Way 450' W/O Highland Dr Highland Drive 2 MiA AC 475 44 20,453 8/5/2025 79 2 10 88 Main 010 Main Avenue Hwy 101 / E End Price Street 2 R AC 80 38 2,796 8/5/2025 79 80 20 0 ShellBeac 030 Shell Beach Road Encanto Ave Hermosa Drive 2 MiA AC/AC 940 34 33,482 8/5/2025 79 65 30 5 Pier 010 Pier Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,187 32 38,725 8/5/2025 78 69 11 20 CoralCirc 010 Coral Circle Highland Drive Cul-De-Sac 2 R AC 196 38 10,457 8/5/2025 77 83 13 3 FradyLane 010 Frady Lane Bello Street Public Works Yard Entrance 2 R AC/AC 740 22 13,942 8/5/2025 77 83 7 9 Spyglass 010 Spyglass Drive Shell Beach Road Spyglass Park 2 R AC 1,220 35 44,486 8/5/2025 77 66 24 10 BeachcoS 020 Beachcomber (South) Drive Beachcomber Dr S (Turn)Beachcomber Dr N (Turn)2 R AC 325 37 15,737 8/5/2025 76 69 20 10 Highland 040 Highland Drive Clydell Court E End 2 C AC/AC 195 37 7,031 8/5/2025 76 85 15 0 Pearl 020 Pearl Street Leeward Avenue Pier Avenue 2 R AC 170 33 5,739 8/5/2025 76 81 19 0 Princessa 010 Princessa Lane Clydell Ct Rancho Pismo Drive 2 R AC 350 36 11,406 8/5/2025 76 96 2 3 Pismo 110 Pismo Avenue Hwy 101 / E End Price Street 2 R AC 80 38 3,086 8/5/2025 75 77 13 11 ShellBeac 020 Shell Beach Road 115' N/ El Portal Drive Encanto Ave 2 MiA AC/AC 1,120 30 32,073 8/5/2025 75 66 8 26 ShellBeac 090 Shell Beach Road Park Pl Terrace Avenue 2 MiA AC 1,085 42 45,232 8/5/2025 75 44 54 1 Water 010 Water Street Windward Avenue Leeward Avenue 2 R AC 170 33 5,057 8/5/2025 75 66 20 15 Bello 060 Bello Street Solar Way 50' E/ Frady Lane 2 R AC/AC 600 22 14,123 8/5/2025 74 73 10 17 Cypress 050 Cypress Street Hinds Avenue Stimson Ave (COP)2 R AC 335 30 9,858 8/5/2025 74 46 50 4 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 3 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by PCI
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
Hanford 010 Hanford Street Baxter Street Longview Avenue 2 R AC/AC 475 16 8,019 8/5/2025 74 79 13 9 Hollister 110 Hollister Avenue Hwy 101 / E End Price Street 2 R AC/PCC 80 37 2,829 8/5/2025 74 53 0 47 Searidge 010 Searidge Court Shell Beach Road Cul-De-Sac 2 R AC 640 40 25,520 8/5/2025 74 74 10 16 ShellBeac 080 Shell Beach Road Seacliff Drive Park Pl 2 MiA AC 1,580 32 43,164 8/5/2025 74 74 19 6 Wadsworth 070 Wadsworth Avenue Price Street Dolliver Street (Hwy 1)2 C AC/AC 425 38 13,271 8/5/2025 74 30 10 60 Palomar 010 Palomar Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,457 25 37,792 8/5/2025 73 64 5 31 SantaFe 010 Santa Fe Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,603 26 45,401 8/5/2025 73 86 7 7 Water 050 Water Street Sea View Avenue Cliff Avenue 2 R AC 170 33 5,382 8/5/2025 73 88 10 2 FiveCities 010 Five Cities Drive James Way (Hwy 101)A Avenue 2 MiA AC 1,050 53 33,561 8/5/2025 72 35 6 59 Main 030 Main Avenue Dolliver Street (Hwy 1)Cul-De-Sac 2 R AC 550 36 22,073 8/5/2025 72 53 23 24 Wadsworth 040 Wadsworth Avenue Bay Street Bello Street 2 C AC/AC 740 37 23,475 8/5/2025 72 68 6 26 Water 020 Water Street Leeward Avenue Pier Avenue 2 R AC 175 33 4,765 8/5/2025 72 20 13 67 Bakersfld 010 Bakersfield Street N End Longview Avenue 2 R AC/AC 520 37 16,441 8/5/2025 71 61 27 12 OakPark 030SB Oak Park Boulevard 150' S/ Branch Street N Side of Hwy 101 Overpass 2 MA AC/AC 255 15 4,141 8/5/2025 71 83 17 0 ShellBeac 070 Shell Beach Road Spyglass Drive Seacliff Drive 2 MiA AC/AC 750 42 30,566 8/5/2025 71 45 8 46 Solano 010 Solano Road Spyglass Drive (N)Spyglass Drive (S)2 R AC 1,035 35 36,753 8/5/2025 71 28 71 1 San Luis 020 San Luis Avenue Bello Street Hwy 101 / W End 2 R AC/AC 70 38 3,683 8/5/2025 70 47 53 0 BeachcoS 010 Beachcomber (South) Drive Shell Beach Road Beachcomber Dr S (Turn)2 R AC 655 37 27,001 8/5/2025 68 84 16 0 Hollister 010 Hollister Avenue Bello Street Hwy 101 / W End 2 R AC/PCC 55 37 1,613 8/5/2025 68 70 10 20 Pomeroy 030 Pomeroy Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 325 42 12,498 8/5/2025 67 82 14 4 Bello 030 Bello Street Pismo Avenue Price Canyon Road 2 MiA AC/AC 900 40 33,630 8/5/2025 66 70 6 24 FiveCities 030 Five Cities Drive Hwy 101 On/Off Ramps Fourth Street 3 SA AC 1,595 56 84,645 8/5/2025 66 83 17 1 OceanView 010 Ocean View Avenue Bello Street Hwy 101 / W End 2 R AC/AC 1,010 26 24,235 8/5/2025 66 75 16 8 Ventana 030 Ventana Drive 100' N/ James Way (Arc)James Way 2 C AC 260 24 6,547 8/5/2025 66 87 13 0 OceanBlvd 040 Ocean Boulevard Windward Avenue Cliff Avenue 2 R AC 1,190 27 31,556 8/5/2025 65 69 16 15 Bello 040 Bello Street Price Canyon Road Stimson Avenue 2 R AC/AC 475 42 20,195 8/5/2025 64 87 13 0 Harloe 130 Harloe Avenue Dolliver Street (Hwy 1)W End 2 R AC/AC 238 30 6,397 8/5/2025 64 42 17 42 Pearl 050 Pearl Street Sea View Avenue Cliff Avenue 2 R AC 175 33 5,170 8/5/2025 64 91 9 0 Pomeroy 020 Pomeroy Avenue Price Street Dolliver Street (Hwy 1)2 R AC 500 43 19,410 8/5/2025 64 78 18 4 Stratford 010 Stratford Street N End Longview Avenue 2 R AC/AC 465 32 14,194 8/5/2025 64 42 55 3 Bay 120 Bay Street Price Street Dolliver Street (Hwy 1)2 R AC/AC 180 38 6,766 8/5/2025 62 29 44 27 Portervill 010 Porterville Street Lemoore Street End 2 R AC 325 26 7,937 8/5/2025 62 84 12 3 Harloe 120 Harloe Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 360 38 13,035 8/5/2025 61 68 15 17 Taft 020 Taft Street Longview Avenue S End 2 R AC 380 37 12,250 8/5/2025 61 76 11 14 Windward 010 Windward Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,360 37 47,259 8/5/2025 61 82 9 9 Pearl 010 Pearl Street Windward Avenue Leeward Avenue 2 R AC 170 33 4,995 8/5/2025 60 89 11 0 Baxter 010 Baxter Street Hanford Street End 2 R AC 425 18 7,317 8/5/2025 59 83 7 11 Bay 010 Bay Street Wadsworth Avenue Bello Street 2 R AC/AC 1,310 27 29,588 8/5/2025 59 32 55 13 Bettiga 010 Bettiga Street Bello Street Ocean View Avenue 2 R AC/AC 250 29 6,343 8/5/2025 59 54 46 0 Castaic 010 Castaic Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,600 26 43,915 8/5/2025 59 89 9 2 Main 020 Main Avenue Price Street Dolliver Street (Hwy 1)2 C AC/AC 500 38 17,680 8/5/2025 59 71 21 8 Harloe 020 Harloe Avenue Bello Street Hwy 101 / W End 2 R AC/AC 90 38 2,860 8/5/2025 58 39 61 0 Tulare 020 Tulare Street Longview Avenue Visalia Street 2 R AC/AC 500 39 18,314 8/5/2025 58 54 21 25 Pismo 010 Pismo Avenue Bello Street Hwy 101 / W End 2 R AC 85 38 2,416 8/5/2025 57 53 47 0 Shaffer 010 Shaffer Lane Baxter Street Bay Street 2 R AC/AC 1,150 18 18,740 8/5/2025 57 85 4 11 Pomeroy 040 Pomeroy Avenue Cypress Street Pier Parking Lot 2 R AC 275 42 10,029 8/5/2025 56 63 27 10 SeaView 010 Sea View Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,270 37 39,955 8/5/2025 56 65 13 22 Bay 020 Bay Street Bello Street W End (Hwy 101)2 R AC/AC 100 35 3,982 8/5/2025 55 35 65 0 Leeward 010 Leeward Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,150 40 40,108 8/5/2025 55 86 5 9 Palisade 010 Palisade Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,271 37 46,151 8/5/2025 55 81 15 3 Wawona 010 Wawona Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,540 34 49,502 8/5/2025 53 60 20 20 Addie 020 Addie Street Dolliver Street (Hwy 1)Cypress Street 2 R AC 290 29 7,571 8/5/2025 52 72 5 23 PriceCan 020 Price Canyon Road Solar Way Bello Street 2 MA AC 530 36 19,681 8/5/2025 52 52 11 37 San Luis 120 San Luis Avenue Price Street Dolliver Street (Hwy 1)2 R AC/PCC 380 38 13,947 8/5/2025 52 30 12 58 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 4 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Network Inventory
Sorted by PCI
Street ID Section
ID Street Name From To Lanes Functional
Class
Surface
Type
Length
(ft)
Width
(ft)Area (sf) PCI Date PCI 25
PCI
Load %
PCI
Climate %
PCI
Other %
Spyglass 020 Spyglass Drive Shell Beach Road Mattie Rd 2 R AC 420 30 15,516 8/5/2025 52 68 4 28 Stimson 010 Stimson Avenue Bello Street Hwy 101 / W End 2 R AC/AC 515 36 18,685 8/5/2025 52 59 29 11 FiveCities 040 Five Cities Drive Fourth Street El Camino Real 2 C AC 950 56 48,673 8/5/2025 51 83 9 8 Hanford 020 Hanford Street Longview Avenue East End 2 R AC/AC 250 16 4,670 8/5/2025 51 64 36 0 OceanView 110 Ocean View Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 585 36 18,592 8/5/2025 51 43 53 4 PriceCan 015 Price Canyon Road Lemoore Street Solar Way 2 MA AC 970 36 33,854 8/5/2025 51 75 15 10 Tulare 010 Tulare Street N End Longview Avenue 2 R AC 450 37 15,649 8/5/2025 51 71 13 16 FranklinDr 010 Franklin Drive Price Street S End @ Blufftop 2 R AC/AC 410 36 12,467 8/5/2025 50 30 66 4 OakPark 010SB Oak Park Boulevard City Limit James Way 2 MA AC 795 15 12,262 8/5/2025 50 17 0 82 Cypress 030 Cypress Street Main Street Pomeroy Avenue 2 R AC/AC 230 30 6,512 8/5/2025 49 86 14 0 Hinds 030 Hinds Avenue Dolliver Street (Hwy 1)Price Street 2 MiA AC 540 38 18,261 8/5/2025 49 73 11 17 Pismo 120 Pismo Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 370 38 13,254 8/5/2025 49 82 12 6 Lemoore 010 Lemoore Street Wadsworth Avenue Hanford Street 2 R AC/AC 850 28 21,545 8/5/2025 48 42 54 4 Park 010 Park Avenue E End (Hwy 101)Dolliver Street (Hwy 1)2 R AC/AC 575 25 14,861 8/5/2025 48 56 36 8 Harloe 010 Harloe Avenue E End Bello Street 2 R AC/AC 375 40 14,750 8/5/2025 47 47 53 0 Stratford 020 Stratford Street Longview Avenue S End 2 R AC/AC 770 28 20,736 8/5/2025 47 72 27 1 Visalia 020 Visalia Street Longview Avenue Tulare St 2 R AC/AC 560 37 19,053 8/5/2025 47 70 22 8 EbbTide 010 Ebb Tide Way Shell Beach Road Cul-De-Sac 2 R AC 300 35 14,732 8/5/2025 46 91 8 1 Selma 010 Selma Street Lemoore Street End 2 R AC/AC 160 28 5,055 8/5/2025 46 65 34 1 Capistrano 010 Capistrano Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,467 26 43,096 8/5/2025 44 68 12 20 PriceCan 010 Price Canyon Road E City Limit Lemoore Street 2 MA AC 1,045 34 39,728 8/5/2025 44 48 14 38 Wilmar 010 Wilmar Avenue Price Street Stairs at S End 2 R AC/AC 490 32 14,546 8/5/2025 44 87 4 9 OceanView 120 Ocean View Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 300 36 10,645 8/5/2025 43 32 51 17 San Luis 010 San Luis Avenue E End Bello Street 2 R AC/AC 425 40 17,440 8/5/2025 43 77 21 2 Bello 020 Bello Street Wadsworth Avenue Pismo Avenue 2 MiA AC 535 39 19,315 8/5/2025 42 74 5 21 DelCourt 010 Del Court Price Canyon Road E End 2 R AC 560 31 13,673 8/5/2025 42 33 16 51 Stimson 120 Stimson Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 500 38 18,328 8/5/2025 42 36 52 12 Stimson 140 Stimson Avenue Cypress Street 255' W/O Cypress 2 R AC 255 38 9,249 8/5/2025 42 46 36 19 Hanford 110 Hanford Street Wadsworth Lemoore Street 2 R AC/AC 750 30 20,451 8/5/2025 41 84 5 11 Park 020 Park Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC/AC 300 28 7,801 8/5/2025 40 18 68 13 Porter 010 Porter Street W End Harloe Avenue 2 R PCC 130 38 5,018 8/4/2025 40 100 0 0 Visalia 010 Visalia Street N End Longview Avenue 2 R AC 460 38 16,837 8/5/2025 40 71 24 5 Morro 010 Morro Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,354 27 36,783 8/5/2025 39 86 6 9 Wadsworth 080 Wadsworth Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 350 38 13,034 8/5/2025 38 17 83 0 Fourth 020 Fourth Street S End Hwy 101 Overpass S City Limit 4 SA AC/AC 1,460 52 83,873 8/5/2025 37 79 14 7 Boeker 010 Boeker Street Shell Beach Road S End 2 R AC/AC 1,518 34 49,251 8/5/2025 36 75 13 12 ShellBeac 010 Shell Beach Road N City Limit 115' N/ El Portal Drive (COP)2 MiA AC/AC 585 32 21,424 8/5/2025 36 79 18 4 Wadsworth 060 Wadsworth Avenue Bello Street Price Street 2 C AC 430 38 13,803 8/5/2025 36 49 30 21 Fourth 010 Fourth Street James Way N End Hwy 101 Overpass 4 SA AC 330 69 24,467 8/5/2025 35 94 6 0 Cypress 010 Cypress Street N. End San Luis Avenue 2 R AC 140 17 2,258 8/5/2025 34 87 9 4 Cypress 060 Cypress Street Stimson Ave (COP)Pismo Creek 2 R AC 830 34 23,673 8/5/2025 34 30 44 25 Montecito 010 Montecito Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,432 27 38,093 8/5/2025 33 90 5 5 Placentia 010 Placentia Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,556 25 37,969 8/5/2025 33 89 4 7 Stimson 130 Stimson Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 300 38 11,230 8/5/2025 33 35 61 4 Addie 010 Addie Street E End Dolliver Street (Hwy 1)2 R AC 275 35 8,605 8/5/2025 32 96 4 0 Lemoore 020 Lemoore Street Hanford Street Price Canyon Road 2 R AC 500 36 13,671 8/5/2025 32 83 13 4 Cypress 025 Cypress Street Wadsworth Ave S. End 2 R AC 210 32 5,344 8/5/2025 31 15 4 80 Stimson 110 Stimson Avenue Hwy 101 / E End Price Street 2 R AC 80 40 3,699 8/5/2025 31 26 74 0 Cuyama 010 Cuyama Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,185 27 34,235 8/5/2025 30 86 6 9 PriceCan 030 Price Canyon Road Bello Street Hwy 101 Bridge 3 MA AC 190 40 6,874 8/5/2025 30 61 13 26 FradyLane 040 Frady Lane N Side of Hwy 101 R/W Dolliver Street (Hwy 1)2 R AC/AC 2,110 22 54,022 8/5/2025 28 66 27 7 Pearl 040 Pearl Street Palisade Avenue Sea View Avenue 2 R AC 175 33 5,618 8/5/2025 28 87 5 8 Pismo 130 Pismo Avenue Dolliver Street (Hwy 1)W End 2 R AC/AC 120 35 4,135 8/5/2025 27 82 16 3 OceanView 130 Ocean View Avenue Cypress Street Cul-De-Sac 2 R AC 700 36 25,592 8/5/2025 26 59 24 17 SA/MA/MiA - Arterial, C- Collector, R- Residential
AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 5 of 6 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

Appendix B
Planned Projects

Council Agenda 12-10-2025 03.A
Attachment 1

City of City of Pismo Beach, CA
2025 Pavement Mangement Program Update
Planned Projects FY 2025-26
Street Maintenance and Rehabilitation List
Sorted by Fiscal Year
Fiscal Year Street ID Section ID StreetName From To Lanes Functional Class Surface Type Length (ft) Width (ft) Area (sf)PCI Date PCI 25 PMP Treatment Total Cost FY 2025-26 -- Spyglass Parking Loop Seacliff Drive Spyglass Parking Lot 2 R AC 958 20 17,644 --SLURRY SEAL + CRACK SEAL + BR $23,721 FY 2025-26 -- Spyglass Parking Lot ---Pk AC -----SLURRY SEAL + CRACK SEAL + BR $27,528 FY 2025-26 Baker 010 Baker Avenue Coburn Lane Seacliff Drive 2 R AC 760 38 28,561 8/5/2025 93 SLURRY SEAL + CRACK SEAL $25,070 FY 2025-26 BeachcoN 010 Beachcomber (North) Drive Shell Beach Road Beachcomber Dr S (Turn)2 R AC 695 37 24,017 8/5/2025 94 SLURRY SEAL + CRACK SEAL $21,082 FY 2025-26 BeachcoS 020 Beachcomber (South) Drive Beachcomber Dr S (Turn)Beachcomber Dr N (Turn)2 R AC 325 37 15,737 8/5/2025 76 SLURRY SEAL + CRACK SEAL + BR $21,158 FY 2025-26 Bettiga 010 Bettiga Street Bello Street Ocean View Avenue 2 R AC/AC 250 29 6,343 8/5/2025 59 SLURRY SEAL + CRACK SEAL + BR $8,528 FY 2025-26 Coburn 010 Coburn Lane Seacliff Drive Baker Avenue 2 R AC 830 35 27,938 8/5/2025 94 SLURRY SEAL + CRACK SEAL $24,523 FY 2025-26 Coburn 020 Coburn Lane Baker Avenue Shell Beach Road 2 R AC/AC 460 38 17,919 8/5/2025 90 SLURRY SEAL + CRACK SEAL $15,729 FY 2025-26 DelCourt 010 Del Court Price Canyon Road E End 2 R AC 560 31 13,673 8/5/2025 42 SLURRY SEAL + CRACK SEAL + BR $18,383 FY 2025-26 EbbTide 010 Ebb Tide Way Shell Beach Road Cul-De-Sac 2 R AC 300 35 14,732 8/5/2025 46 SLURRY SEAL + CRACK SEAL + BR $19,806 FY 2025-26 ElPortal 010 El Portal Drive Shell Beach Road Indio Drive 2 R AC/AC 2,280 32 57,921 8/5/2025 87 SLURRY SEAL + CRACK SEAL $50,842 FY 2025-26 Encanto 010 Encanto Avenue Indio Drive Cul-De-Sac 2 R AC 100 37 3,594 8/5/2025 91 SLURRY SEAL + CRACK SEAL $3,155 FY 2025-26 Florin 010 Florin Street Hermosa Drive Indio Drive 2 R AC/AC 1,110 36 39,815 8/5/2025 92 SLURRY SEAL + CRACK SEAL $34,949 FY 2025-26 Florin 020 Florin Street Indio Drive Cul-De-Sac 2 R AC/AC 100 37 3,856 8/5/2025 86 SLURRY SEAL + CRACK SEAL $3,385 FY 2025-26 Hermosa 010 Hermosa Drive Florin Street Shell Beach Road 2 R AC/AC 1,120 36 36,258 8/5/2025 87 SLURRY SEAL + CRACK SEAL $31,826 FY 2025-26 Indio 010 Indio Drive S End Florin Street 2 R AC 855 35 29,596 8/5/2025 83 SLURRY SEAL + CRACK SEAL + BR $39,790 FY 2025-26 Indio 020 Indio Drive Florin Street Topaz Street 2 R AC 845 35 28,321 8/5/2025 85 SLURRY SEAL + CRACK SEAL + BR $38,076 FY 2025-26 Indio 030 Indio Drive Topaz Street Encanto Avenue 2 R AC 940 34 31,291 8/5/2025 85 SLURRY SEAL + CRACK SEAL + BR $42,069 FY 2025-26 Indio 040 Indio Drive Encanto Avenue El Portal Drive 2 R AC 605 34 20,582 8/5/2025 87 SLURRY SEAL + CRACK SEAL + BR $27,671 FY 2025-26 Indio 050 Indio Drive El Portal Drive N End (Bluff Drive)2 R AC 382 34 11,960 8/5/2025 85 SLURRY SEAL + CRACK SEAL + BR $16,080 FY 2025-26 Naomi 010 Naomi Avenue Baker Avenue Seacliff Drive 2 R AC/AC 900 34 28,337 8/5/2025 81 SLURRY SEAL + CRACK SEAL + BR $38,098 FY 2025-26 OceanView 010 Ocean View Avenue Bello Street Hwy 101 / W End 2 R AC/AC 1,010 26 24,235 8/5/2025 66 SLURRY SEAL + CRACK SEAL + BR $32,583 FY 2025-26 Paddock 010 Paddock Avenue Coburn Lane Seacliff Drive 2 R AC 820 33 25,164 8/5/2025 93 SLURRY SEAL + CRACK SEAL $22,088 FY 2025-26 Ruby 010 Ruby Court Seacliff Drive Cul-De-Sac 2 R AC/AC 192 31 7,162 8/5/2025 95 SLURRY SEAL + CRACK SEAL $6,287 FY 2025-26 Seacliff 010 Seacliff Drive Shell Beach Road Paddock Avenue 2 R AC 1,330 35 45,518 8/5/2025 90 SLURRY SEAL + CRACK SEAL $39,955 FY 2025-26 Seacliff 020 Seacliff Drive Paddock Avenue Naomi Avenue 2 R AC 450 35 14,648 8/5/2025 94 SLURRY SEAL + CRACK SEAL $12,858 FY 2025-26 Shoreline 010 Shoreline Drive Terrace Avenue Cul-De-Sac 2 R AC 627 38 23,646 8/5/2025 95 SLURRY SEAL + CRACK SEAL $20,756 FY 2025-26 SilverSho 010 Silver Shoals Drive Shell Beach Road Cul-De-Sac 2 R AC 750 37 30,083 8/5/2025 88 SLURRY SEAL + CRACK SEAL $26,406 FY 2025-26 Solano 010 Solano Road Spyglass Drive (N)Spyglass Drive (S)2 R AC 1,035 35 36,753 8/5/2025 71 SLURRY SEAL + CRACK SEAL + BR $49,412 FY 2025-26 Spyglass 010 Spyglass Drive Shell Beach Road Spyglass Park 2 R AC 1,220 35 44,486 8/5/2025 77 SLURRY SEAL + CRACK SEAL + BR $59,809 FY 2025-26 Stimson 010 Stimson Avenue Bello Street Hwy 101 / W End 2 R AC/AC 515 36 18,685 8/5/2025 52 SLURRY SEAL + CRACK SEAL + BR $25,121 FY 2025-26 Terrace 010 Terrace Avenue Shell Beach Road Shoreline Drive 2 R AC 770 40 27,021 8/5/2025 94 SLURRY SEAL + CRACK SEAL $23,718 FY 2025-26 Topaz 010 Topaz Street Indio Drive Cul-De-Sac 2 R AC 156 35 5,698 8/5/2025 95 SLURRY SEAL + CRACK SEAL $5,002 SA/MA/MiA - Arterial, C- Collector, R- Residential, Pk - Parking Lot AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 1 of 1 11/7/2025 Council Agenda 12-10-2025 03.A
Attachment 1

Appendix C
Maintenance and Rehabilitation (M&R) Decision Tree

Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Decision Tree
Treatment Unit Cost ($/SY) Treatment Unit Cost ($/SY) Treatment Unit Cost ($/SY) 90-100 DO NOTHING - DO NOTHING - DO NOTHING -
70-89 SLURRY SEAL +
CRACK SEAL $ 8.20 SLURRY SEAL + CRACK SEAL $ 8.00 SLURRY SEAL + CRACK SEAL $ 7.90
II (Good)50-69
(Non-Load)1
2" AC OVERLAY
W/KEYCUTS + BASE

REPAIRS
$ 44.80 SLURRY SEAL + BASE
REPAIRS $ 12.40 SLURRY SEAL + BASE REPAIRS $ 12.10
III (Good)50-69 (Load)2

REMOVE AND
REPLACE 2" AC +

BASE REPAIRS
$ 65.00

REMOVE AND
REPLACE 2" AC +

BASE REPAIRS
$ 64.50

1.75" AC OVERLAY
W/KEYCUTS + BASE

REPAIRS
$ 44.50
IV (Poor) 25-49

REMOVE AND
REPLACE 4" AC +

BASE REPAIRS
$ 122.50

REMOVE AND
REPLACE 3" AC +

BASE REPAIRS
$ 92.50

REMOVE AND REPLACE

2.5" AC + BASE

REPAIRS
$ 76.50
V (Very Poor)0-24 SURFACE
RECONSTRUCTION $ 169.00 SURFACE
RECONSTRUCTION $ 138.50 SURFACE
RECONSTRUCTION $ 135.50
2 Load-related pavement distress refers to damage or deterioration in pavement that occurs primarily due to the stresses and strains imposed by traffic loads, particularly heavy vehicles. The weight and movement of vehicles, especially trucks and buses, can exert significant forces on the pavement surface, subbase, and subgrade, leading to various forms of structural and surface distress. Some examples include alligator cracking, rutting, and potholes.

Condition
Category PCI Range Arterials Collectors Residentials
I (Very Good)
1 Non-load related pavement distress refers to the deterioration or damage in pavement that is not caused by traffic loads or vehicle weight. Instead, this type of distress typically results from environmental factors, material properties, construction practices, or other non-traffic-related causes. Examples of non- load related distress include longitudinal/transverse cracks, bleeding, block cracking, and weathering.

Page 1 of 1 ends

Council Agenda 12-10-2025 03.A
Attachment 1

Appendix D
Budget Needs

Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Budget Needs - Projected PCI and Cost Summary
FY PCI Treated PCI Untreated
Preventive
Maintenance Cost
Rehabilitation
Cost Total Cost Inflation Rate Used
2025-26 85 77 1,352,834$ 8,590,013$ 9,942,847$ 3.5% 2026-27 85 74 418,686$ 2,969,691$ 3,388,377$ 3.5% 2027-28 85 73 79,769$ 2,579,638$ 2,659,407$ 3.5% 2028-29 88 71 1,877,045$ 5,913,045$ 7,790,090$ 3.5% 2029-30 87 69 174,168$ 1,265,762$ 1,439,930$ 3.5% Total --3,902,502$ 21,318,149$ 25,220,651$ - FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 2025-26 1,468,423 $1,311,102 2025-26 31,040 $41,732 2025-26 222,159 $1,098,453 2026-27 386,536 $360,914 2026-27 41,518 $57,772 2026-27 102,641 $527,478 2027-28 84,430 $79,769 2027-28 0 $0 2027-28 96,015 $510,169 2028-29 1,911,845 $1,877,045 2028-29 0 $0 2028-29 0 $0
2029-30 172,075 $174,168 2029-30 0 $0 2029-30 0 $0
FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 2025-26 415,215 $3,369,469 2025-26 172,093 $2,180,134 2025-26 124,480 $1,941,957 2026-27 122,246 $1,037,587 2026-27 19,681 $277,256 2026-27 70,649 $1,127,370 2027-28 92,666 $784,680 2027-28 0 $0 2027-28 79,357 $1,284,789 2028-29 140,225 $1,321,495 2028-29 0 $0 2028-29 242,987 $4,591,550 2029-30 21,156 $206,354 2029-30 17,680 $208,518 2029-30 49,251 $850,890 Unconstrained Budget
Slurry Seal + Crack Seal Slurry Seal + Crack Seal + BR

2.0-2.5" Remove and Replace AC + BR 3.0-4.0" Remove and Replace AC + BR

1.75-2.0"AC Overlay w/Keycuts + BR
Surface Reconstruction
Budget Needs - Treatment Cost Summary

Page 1 of 1 ends

Council Agenda 12-10-2025 03.A
Attachment 1

Appendix E
Scenario Results

Council Agenda 12-10-2025 03.A
Attachment 1

Appendix E-1
Scenario 1

Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Scenario 1 - Projected PCI and Cost Summary
FY PCI Treated PCI Untreated
Preventive
Maintenance
Cost
Rehabilitation
Cost PMP Cost DMP Cost Total Cost
Inflation Rate
Used
2025-26 75 77 855,462$ -$ $855,462 $0 $855,462 3.5% 2026-27 75 74 640,533$ 4,159,466$ $4,799,999 $0 $4,799,999 3.5% 2027-28 74 73 612,886$ 1,386,061$ $1,998,947 $0 $1,998,947 3.5% 2028-29 74 71 626,428$ 4,373,534$ $4,999,962 $0 $4,999,962 3.5% 2029-30 73 69 611,618$ 1,388,167$ $1,999,785 $0 $1,999,785 3.5% Total -- 3,346,927$ 11,307,228$ $14,654,155 $0 $14,654,155 - FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 2025-26 418,819 $367,630 2025-26 324,731 $487,832 2025-26 0 $0 2026-27 642,985 $600,125 2026-27 29,039 $40,408 2026-27 245,112 $1,256,573 2027-28 638,048 $612,886 2027-28 0 $0 2027-28 96,015 $510,169 #2028-29 628,497 $626,428 2028-29 0 $0 2028-29 0 $0
#2029-30 600,499 $611,618 2029-30 0 $0 2029-30 0 $0
FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 2025-26 0 $0 2025-26 0 $0 2025-26 0 $0
2026-27 246,310 $1,995,982 2026-27 64,377 $906,911 2026-27 0 $0 2027-28 71,168 $588,932 2027-28 19,681 $286,960 2027-28 0 $0 2028-29 329,671 $3,072,150 2028-29 0 $0 2028-29 66,155 $1,301,384 2029-30 21,156 $206,354 2029-30 17,680 $208,518 2029-30 50,287 $973,295

1.75-2.0"AC Overlay w/Keycuts + BR
Surface Reconstruction
Scenario 1 - Treatment Cost Summary
Slurry Seal + Crack Seal Slurry Seal + Crack Seal + BR

2.0-2.5" Remove and Replace AC + BR 3.0-4.0" Remove and Replace AC + BR Scenario 1 Cost Summary

Page 1 of 1 ends

Council Agenda 12-10-2025 03.A
Attachment 1

Appendix E-2
Scenario 2

Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Scenario 2 - Projected PCI and Cost Summary
FY PCI Treated PCI Untreated
Preventive
Maintenance
Cost
Rehabilitation
Cost PMP Cost DMP Cost Total Cost
Inflation Rate
Used
2025-26 75 77 855,462$ -$ $855,462 $0 $855,462 3.5% 2026-27 75 74 675,918$ 2,576,231$ $3,252,149 $1,444,000 $4,696,149 3.5% 2027-28 74 73 -$ 1,115,378$ $1,115,378 $711,000 $1,826,378 3.5% 2028-29 74 71 176,917$ 1,992,549$ $2,169,466 $2,923,000 $5,092,466 3.5% 2029-30 73 69 2,242,860$ -$ $2,242,860 $0 $2,242,860 3.5% Total -- 3,951,157$ 5,684,158$ $9,635,315 $5,078,000 $14,713,315 - FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 2025-26 418,819 $367,630 2025-26 324,731 $487,832 2025-26 0 $0 2026-27 413,243 $375,431 2026-27 215,945 $300,487 2026-27 99,231 $507,815 2027-28 0 $0 2027-28 0 $0 2027-28 73,738 $453,881
#2028-29 0 $0 2028-29 45,401 $176,917 2028-29 93,417 $664,354 #2029-30 1,667,116 $1,674,299 2029-30 359,614 $568,561 2029-30 0 $0 FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 2025-26 0 $0 2025-26 0 $0 2025-26 0 $0
2026-27 242,319 $2,068,416 2026-27 0 $0 2026-27 0 $0
2027-28 0 $0 2027-28 60,409 $661,497 2027-28 0 $0
2028-29 38,093 $358,992 2028-29 0 $0 2028-29 50,868 $969,203 2029-30 0 $0 2029-30 0 $0 2029-30 0 $0
Scenario 2 Cost Summary
Scenario 2- Treatment Cost Summary
Slurry Seal + Crack Seal Slurry Seal + Crack Seal + BR 1.75-2.0"AC Overlay w/Keycuts + BR

2.0-2.5" Remove and Replace AC + BR 3.0-4.0" Remove and Replace AC + BR Surface Reconstruction

Page 1 of 1 ends

Council Agenda 12-10-2025 03.A
Attachment 1

Appendix E-3
Scenario 3

Council Agenda 12-10-2025 03.A
Attachment 1

City of Pismo Beach, CA
2025 Pavement Management Program Update
Scenario 3 - Projected PCI and Cost Summary
FY PCI Treated PCI Untreated
Preventive
Maintenance
Cost
Rehabilitation
Cost PMP Cost DMP Cost Total Cost
Inflation Rate
Used
2025-26 75 77 855,462$ -$ $855,462 $0 $855,462 3.5% 2026-27 75 74 725,715$ 3,306,837$ $4,032,552 $1,444,000 $5,476,552 3.5% 2027-28 74 73 82,693$ 1,878,454$ $1,961,147 $711,000 $2,672,147 3.5% 2028-29 74 71 196,892$ 2,577,541$ $2,774,433 $2,923,000 $5,697,433 3.5% 2029-30 73 69 2,254,856$ 440,045$ $2,694,901 $0 $2,694,901 3.5% Total -- 4,115,618$ 8,202,877$ $12,318,495 $5,078,000 $17,396,495 - FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 2025-26 418,819 $367,630 2025-26 324,731 $487,832 2025-26 0 $0 2026-27 445,180 $404,571 2026-27 230,790 $321,144 2026-27 217,337 $1,114,434 2027-28 85,619 $82,693 2027-28 0 $0 2027-28 146,425 $840,491 #2028-29 20,525 $19,975 2028-29 45,401 $176,917 2028-29 93,417 $664,354 #2029-30 1,677,754 $1,686,295 2029-30 359,614 $568,561 2029-30 43,531 $246,989 FY SF Treated Cost FY SF Treated Cost FY SF Treated Cost 2025-26 0 $0 2025-26 0 $0 2025-26 0 $0
2026-27 258,062 $2,192,403 2026-27 0 $0 2026-27 0 $0
2027-28 47,834 $376,466 2027-28 60,409 $661,497 2027-28 0 $0 2028-29 95,693 $856,383 2028-29 0 $0 2028-29 56,116 $1,056,804 2029-30 23,475 $193,056 2029-30 0 $0 2029-30 0 $0
Scenario 3 Cost Summary
Scenario 3- Treatment Cost Summary
Slurry Seal + Crack Seal Slurry Seal + Crack Seal + BR 1.75-2.0"AC Overlay w/Keycuts + BR

2.0-2.5" Remove and Replace AC + BR 3.0-4.0" Remove and Replace AC + BR Surface Reconstruction

Page 1 of 1 ends

Council Agenda 12-10-2025 03.A
Attachment 1

Appendix F
Scenario 2 – Sections Selected for Treatment

Council Agenda 12-10-2025 03.A
Attachment 1

Appendix F-1
PMP+DMP Projects

Council Agenda 12-10-2025 03.A
Attachment 1

City of City of Pismo Beach, CA
2025 Pavement Mangement Program Update
Work Plan - Scenario 2
Street Maintenance and Rehabilitation List
Sorted by Fiscal Year
Fiscal Year Street ID Section ID StreetName From To Lanes Functional Surface Length Width Section Area PCI Date PCI 25 Priority Level PMP Treatment Total Cost FY 2025-26 -- Spyglass Parking Loop Seacliff Drive Spyglass Parking Lot 2 R AC 958 20 17,644 ---SLURRY SEAL + CRACK SEAL + BR $23,721 FY 2025-26 -- Spyglass Parking Lot ---Pk AC ------SLURRY SEAL + CRACK SEAL + BR $27,528 FY 2025-26 Baker 010 Baker Avenue Coburn Lane Seacliff Drive 2 R AC 760 38 28,561 8/5/2025 93 -SLURRY SEAL + CRACK SEAL $25,070 FY 2025-26 BeachcoN 010 Beachcomber (North) Drive Shell Beach Road Beachcomber Dr S (Turn)2 R AC 695 37 24,017 8/5/2025 94 -SLURRY SEAL + CRACK SEAL $21,082 FY 2025-26 BeachcoS 020 Beachcomber (South) Drive Beachcomber Dr S (Turn)Beachcomber Dr N (Turn)2 R AC 325 37 15,737 8/5/2025 76 -SLURRY SEAL + CRACK SEAL + BR $21,158 FY 2025-26 Bettiga 010 Bettiga Street Bello Street Ocean View Avenue 2 R AC/AC 250 29 6,343 8/5/2025 59 -SLURRY SEAL + CRACK SEAL + BR $8,528 FY 2025-26 Coburn 010 Coburn Lane Seacliff Drive Baker Avenue 2 R AC 830 35 27,938 8/5/2025 94 -SLURRY SEAL + CRACK SEAL $24,523 FY 2025-26 Coburn 020 Coburn Lane Baker Avenue Shell Beach Road 2 R AC/AC 460 38 17,919 8/5/2025 90 -SLURRY SEAL + CRACK SEAL $15,729 FY 2025-26 DelCourt 010 Del Court Price Canyon Road E End 2 R AC 560 31 13,673 8/5/2025 42 -SLURRY SEAL + CRACK SEAL + BR $18,383 FY 2025-26 EbbTide 010 Ebb Tide Way Shell Beach Road Cul-De-Sac 2 R AC 300 35 14,732 8/5/2025 46 -SLURRY SEAL + CRACK SEAL + BR $19,806 FY 2025-26 ElPortal 010 El Portal Drive Shell Beach Road Indio Drive 2 R AC/AC 2,280 32 57,921 8/5/2025 87 -SLURRY SEAL + CRACK SEAL $50,842 FY 2025-26 Encanto 010 Encanto Avenue Indio Drive Cul-De-Sac 2 R AC 100 37 3,594 8/5/2025 91 -SLURRY SEAL + CRACK SEAL $3,155 FY 2025-26 Florin 010 Florin Street Hermosa Drive Indio Drive 2 R AC/AC 1,110 36 39,815 8/5/2025 92 -SLURRY SEAL + CRACK SEAL $34,949 FY 2025-26 Florin 020 Florin Street Indio Drive Cul-De-Sac 2 R AC/AC 100 37 3,856 8/5/2025 86 -SLURRY SEAL + CRACK SEAL $3,385 FY 2025-26 Hermosa 010 Hermosa Drive Florin Street Shell Beach Road 2 R AC/AC 1,120 36 36,258 8/5/2025 87 -SLURRY SEAL + CRACK SEAL $31,826 FY 2025-26 Indio 010 Indio Drive S End Florin Street 2 R AC 855 35 29,596 8/5/2025 83 -SLURRY SEAL + CRACK SEAL + BR $39,790 FY 2025-26 Indio 020 Indio Drive Florin Street Topaz Street 2 R AC 845 35 28,321 8/5/2025 85 -SLURRY SEAL + CRACK SEAL + BR $38,076 FY 2025-26 Indio 030 Indio Drive Topaz Street Encanto Avenue 2 R AC 940 34 31,291 8/5/2025 85 -SLURRY SEAL + CRACK SEAL + BR $42,069 FY 2025-26 Indio 040 Indio Drive Encanto Avenue El Portal Drive 2 R AC 605 34 20,582 8/5/2025 87 -SLURRY SEAL + CRACK SEAL + BR $27,671 FY 2025-26 Indio 050 Indio Drive El Portal Drive N End (Bluff Drive)2 R AC 382 34 11,960 8/5/2025 85 -SLURRY SEAL + CRACK SEAL + BR $16,080 FY 2025-26 Naomi 010 Naomi Avenue Baker Avenue Seacliff Drive 2 R AC/AC 900 34 28,337 8/5/2025 81 -SLURRY SEAL + CRACK SEAL + BR $38,098 FY 2025-26 OceanView 010 Ocean View Avenue Bello Street Hwy 101 / W End 2 R AC/AC 1,010 26 24,235 8/5/2025 66 -SLURRY SEAL + CRACK SEAL + BR $32,583 FY 2025-26 Paddock 010 Paddock Avenue Coburn Lane Seacliff Drive 2 R AC 820 33 25,164 8/5/2025 93 -SLURRY SEAL + CRACK SEAL $22,088 FY 2025-26 Ruby 010 Ruby Court Seacliff Drive Cul-De-Sac 2 R AC/AC 192 31 7,162 8/5/2025 95 -SLURRY SEAL + CRACK SEAL $6,287 FY 2025-26 Seacliff 010 Seacliff Drive Shell Beach Road Paddock Avenue 2 R AC 1,330 35 45,518 8/5/2025 90 -SLURRY SEAL + CRACK SEAL $39,955 FY 2025-26 Seacliff 020 Seacliff Drive Paddock Avenue Naomi Avenue 2 R AC 450 35 14,648 8/5/2025 94 -SLURRY SEAL + CRACK SEAL $12,858 FY 2025-26 Shoreline 010 Shoreline Drive Terrace Avenue Cul-De-Sac 2 R AC 627 38 23,646 8/5/2025 95 -SLURRY SEAL + CRACK SEAL $20,756 FY 2025-26 SilverSho 010 Silver Shoals Drive Shell Beach Road Cul-De-Sac 2 R AC 750 37 30,083 8/5/2025 88 -SLURRY SEAL + CRACK SEAL $26,406 FY 2025-26 Solano 010 Solano Road Spyglass Drive (N)Spyglass Drive (S)2 R AC 1,035 35 36,753 8/5/2025 71 -SLURRY SEAL + CRACK SEAL + BR $49,412 FY 2025-26 Spyglass 010 Spyglass Drive Shell Beach Road Spyglass Park 2 R AC 1,220 35 44,486 8/5/2025 77 -SLURRY SEAL + CRACK SEAL + BR $59,809 FY 2025-26 Stimson 010 Stimson Avenue Bello Street Hwy 101 / W End 2 R AC/AC 515 36 18,685 8/5/2025 52 -SLURRY SEAL + CRACK SEAL + BR $25,121 FY 2025-26 Terrace 010 Terrace Avenue Shell Beach Road Shoreline Drive 2 R AC 770 40 27,021 8/5/2025 94 -SLURRY SEAL + CRACK SEAL $23,718 FY 2025-26 Topaz 010 Topaz Street Indio Drive Cul-De-Sac 2 R AC 156 35 5,698 8/5/2025 95 -SLURRY SEAL + CRACK SEAL $5,002 FY 2026-27 Addie 010 Addie Street E End Dolliver Street (Hwy 1)2 R AC 275 35 8,605 8/5/2025 32 -REMOVE AND REPLACE 2.5" AC + BR $75,208 FY 2026-27 Addie 020 Addie Street Dolliver Street (Hwy 1)Cypress Street 2 R AC 290 29 7,571 8/5/2025 52 -REMOVE AND REPLACE 2" AC + BR $79,143 FY 2026-27 Addie 030 Addie Street Cypress Street W End 2 R AC 635 29 19,671 8/5/2025 80 -SLURRY SEAL + CRACK SEAL $17,871 FY 2026-27 Bakersfld 010 Bakersfield Street N End Longview Avenue 2 R AC/AC 520 37 16,441 8/5/2025 71 -SLURRY SEAL + CRACK SEAL + BR $22,878 FY 2026-27 Bakersfld 020 Bakersfield Street Longview Avenue S End 2 R AC/AC 100 37 3,921 8/5/2025 89 -SLURRY SEAL + CRACK SEAL $3,562 FY 2026-27 Baxter 010 Baxter Street Hanford Street End 2 R AC 425 18 7,317 8/5/2025 59 -SLURRY SEAL + CRACK SEAL + BR $10,182 FY 2026-27 Bello 010 Bello Street Bay Street (Hwy 101 on Ramp) San Luis Avenue 2 R AC 530 35 16,655 8/5/2025 90 -SLURRY SEAL + CRACK SEAL $15,131 FY 2026-27 Bello 015 Bello Street San Luis Avenue Wadsworth Avenue 2 R AC 270 35 8,740 8/5/2025 81 -SLURRY SEAL + CRACK SEAL $7,940 FY 2026-27 Bello 050 Bello Street Stimson Avenue Solar Way 2 R AC/AC 435 40 14,705 8/5/2025 86 -SLURRY SEAL + CRACK SEAL + BR $20,462 FY 2026-27 Bello 060 Bello Street Solar Way 50' E/ Frady Lane 2 R AC/AC 600 22 14,123 8/5/2025 74 -SLURRY SEAL + CRACK SEAL + BR $19,652 FY 2026-27 Boeker 010 Boeker Street Shell Beach Road S End 2 R AC/AC 1,518 34 49,251 8/5/2025 36 Priority 1 REMOVE AND REPLACE 2.5" AC + BR $1,146,366 FY 2026-27 Cuyama 010 Cuyama Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,185 27 34,235 8/5/2025 30 -REMOVE AND REPLACE 2" AC + BR $253,938 FY 2026-27 Cypress 020 Cypress Street San Luis Avenue Wadsworth Ave 2 R AC 265 32 6,579 8/5/2025 82 -SLURRY SEAL + CRACK SEAL $5,977 FY 2026-27 Cypress 030 Cypress Street Main Street Pomeroy Avenue 2 R AC/AC 230 30 6,512 8/5/2025 49 -REMOVE AND REPLACE 2.5" AC + BR $56,915 FY 2026-27 Cypress 040 Cypress Street Pomeroy Avenue Hinds Avenue 2 C AC 300 31 8,576 8/5/2025 91 -SLURRY SEAL + CRACK SEAL $7,791 FY 2026-27 Cypress 050 Cypress Street Hinds Avenue Stimson Ave (COP)2 R AC 335 30 9,858 8/5/2025 74 -SLURRY SEAL + CRACK SEAL + BR $13,717 FY 2026-27 Cypress 060 Cypress Street Stimson Ave (COP)Pismo Creek 2 R AC 830 34 23,673 8/5/2025 34 -REMOVE AND REPLACE 2.5" AC + BR $206,902 FY 2026-27 Delano 010 Delano Street Longview Avenue S End 2 R AC/AC 450 28 11,723 8/5/2025 84 -SLURRY SEAL + CRACK SEAL $10,650 FY 2026-27 FranklinDr 010 Franklin Drive Price Street S End @ Blufftop 2 R AC/AC 410 36 12,467 8/5/2025 50 -1.75" AC OVERLAY W/KEYCUTS + BR $63,800 FY 2026-27 Fresno 010 Fresno Street N End Longview Avenue 2 R AC/AC 450 37 16,640 8/5/2025 93 -SLURRY SEAL + CRACK SEAL $15,117 FY 2026-27 Fresno 020 Fresno Street Longview Avenue S End 2 R AC/AC 510 32 17,341 8/5/2025 86 -SLURRY SEAL + CRACK SEAL $15,754 FY 2026-27 Hanford 010 Hanford Street Baxter Street Longview Avenue 2 R AC/AC 475 16 8,019 8/5/2025 74 -SLURRY SEAL + CRACK SEAL + BR $11,158 FY 2026-27 HarborView 010 Harbor View Street Price Street S End 2 R AC 590 34 18,813 8/5/2025 91 -SLURRY SEAL + CRACK SEAL $17,092 FY 2026-27 Hinds 010 Hinds Avenue Pier Parking Lot Cypress Street 2 MiA AC 322 38 13,195 8/5/2025 86 -SLURRY SEAL + CRACK SEAL $11,988 FY 2026-27 Hinds 020 Hinds Avenue Cypress Street Dolliver Street (Hwy 1)2 MiA AC 300 38 11,559 8/5/2025 85 -SLURRY SEAL + CRACK SEAL $10,501 FY 2026-27 Hollister 110 Hollister Avenue Hwy 101 / E End Price Street 2 R AC/PCC 80 37 2,829 8/5/2025 74 -SLURRY SEAL + CRACK SEAL + BR $3,937 FY 2026-27 Hollister 120 Hollister Avenue Price Street Dolliver Street (Hwy 1)2 R AC 370 37 12,720 8/5/2025 93 -SLURRY SEAL + CRACK SEAL $11,556 FY 2026-27 Longview 010 Longview Avenue Begin Loop (E End)End of Loop 2 C AC 850 17 15,166 8/5/2025 90 -SLURRY SEAL + CRACK SEAL $13,778 FY 2026-27 Longview 020 Longview Avenue Longview Loop Merced Street 2 C AC 1,285 28 30,408 8/5/2025 91 -SLURRY SEAL + CRACK SEAL $27,626 FY 2026-27 Longview 030 Longview Avenue Merced Street Taft Street 2 C AC 1,140 31 31,895 8/5/2025 92 -SLURRY SEAL + CRACK SEAL $28,977 FY 2026-27 Longview 035 Longview Avenue Taft Street Wadsworth Avenue 2 C AC 1,010 31 29,641 8/5/2025 91 -SLURRY SEAL + CRACK SEAL $26,929 FY 2026-27 Longview 040 Longview Avenue Wadsworth Avenue Hanford Street 2 C AC 120 25 3,331 8/5/2025 82 -SLURRY SEAL + CRACK SEAL $3,026 FY 2026-27 Main 020 Main Avenue Price Street Dolliver Street (Hwy 1)2 C AC/AC 500 38 17,680 8/5/2025 59 -SLURRY SEAL + CRACK SEAL + BR $24,602 FY 2026-27 Merced 010 Merced Street Longview Avenue S End 2 R AC/AC 620 27 14,965 8/5/2025 89 -SLURRY SEAL + CRACK SEAL $13,596 FY 2026-27 OceanBlvd 020 Ocean Boulevard Vista Del Mar Palomar Avenue 2 R AC 1,125 32 34,434 8/6/2025 97 -SLURRY SEAL + CRACK SEAL $31,283 FY 2026-27 OceanBlvd 030 Ocean Boulevard Palomar Avenue End (E of Placentia Ave)2 R AC 1,190 25 30,958 8/6/2025 97 -SLURRY SEAL + CRACK SEAL + BR $43,078 FY 2026-27 OceanBlvd 040 Ocean Boulevard Windward Avenue Cliff Avenue 2 R AC 1,190 27 31,556 8/5/2025 65 -SLURRY SEAL + CRACK SEAL + BR $43,910 FY 2026-27 OceanView 110 Ocean View Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 585 36 18,592 8/5/2025 51 -1.75" AC OVERLAY W/KEYCUTS + BR $95,145 FY 2026-27 OceanView 120 Ocean View Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 300 36 10,645 8/5/2025 43 -1.75" AC OVERLAY W/KEYCUTS + BR $54,476 FY 2026-27 OceanView 130 Ocean View Avenue Cypress Street Cul-De-Sac 2 R AC 700 36 25,592 8/5/2025 26 -1.75" AC OVERLAY W/KEYCUTS + BR $130,967 FY 2026-27 Park 010 Park Avenue E End (Hwy 101)Dolliver Street (Hwy 1)2 R AC/AC 575 25 14,861 8/5/2025 48 -REMOVE AND REPLACE 2" AC + BR $110,231 FY 2026-27 Park 020 Park Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC/AC 300 28 7,801 8/5/2025 40 -REMOVE AND REPLACE 2" AC + BR $57,864 FY 2026-27 Park 030 Park Avenue Cypress Street W End 3 R AC 650 28 16,527 8/5/2025 85 -SLURRY SEAL + CRACK SEAL $15,015 FY 2026-27 Pismo 110 Pismo Avenue Hwy 101 / E End Price Street 2 R AC 80 38 3,086 8/5/2025 75 -SLURRY SEAL + CRACK SEAL + BR $4,294 FY 2026-27 Pismo 120 Pismo Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 370 38 13,254 8/5/2025 49 -1.75" AC OVERLAY W/KEYCUTS + BR $67,827 FY 2026-27 Pismo 130 Pismo Avenue Dolliver Street (Hwy 1)W End 2 R AC/AC 120 35 4,135 8/5/2025 27 -1.75" AC OVERLAY W/KEYCUTS + BR $21,161 FY 2026-27 Placentia 010 Placentia Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,556 25 37,969 8/5/2025 33 Priority 1 REMOVE AND REPLACE 2.5" AC + BR $1,069,777 FY 2026-27 Pomeroy 020 Pomeroy Avenue Price Street Dolliver Street (Hwy 1)2 R AC 500 43 19,410 8/5/2025 64 -SLURRY SEAL + CRACK SEAL + BR $27,009 FY 2026-27 Pomeroy 030 Pomeroy Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 325 42 12,498 8/5/2025 67 -SLURRY SEAL + CRACK SEAL + BR $17,391 FY 2026-27 San Luis 130 San Luis Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC/AC 300 39 10,977 8/5/2025 85 -SLURRY SEAL + CRACK SEAL $9,973 FY 2026-27 Solar 010 Solar Way Bello Street (One-Way)Price Canyon Road 2 R AC 540 21 10,215 8/5/2025 93 -SLURRY SEAL + CRACK SEAL $9,280 FY 2026-27 Stimson 120 Stimson Avenue Price Street Dolliver Street (Hwy 1)2 R AC/AC 500 38 18,328 8/5/2025 42 -REMOVE AND REPLACE 2.5" AC + BR $161,241 FY 2026-27 Stimson 130 Stimson Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 300 38 11,230 8/5/2025 33 -REMOVE AND REPLACE 2.5" AC + BR $98,796 FY 2026-27 Stimson 140 Stimson Avenue Cypress Street 255' W/O Cypress 2 R AC 255 38 9,249 8/5/2025 42 -REMOVE AND REPLACE 2.5" AC + BR $81,368 FY 2026-27 Stratford 010 Stratford Street N End Longview Avenue 2 R AC/AC 465 32 14,194 8/5/2025 64 -SLURRY SEAL + CRACK SEAL + BR $19,751 FY 2026-27 Taft 010 Taft Street N End Longview Avenue 2 R AC 420 38 15,220 8/5/2025 90 -SLURRY SEAL + CRACK SEAL $13,827 FY 2026-27 VistaDelMa 010 Vista del Mar Shell Beach Road Ocean Boulevard 2 R AC 1,012 35 34,331 8/5/2025 93 -SLURRY SEAL + CRACK SEAL $31,190 FY 2026-27 Wadsworth 070 Wadsworth Avenue Price Street Dolliver Street (Hwy 1)2 C AC/AC 425 38 13,271 8/5/2025 74 -SLURRY SEAL + CRACK SEAL + BR $18,467 FY 2026-27 Wadsworth 080 Wadsworth Avenue Dolliver Street (Hwy 1)Cypress Street 2 R AC 350 38 13,034 8/5/2025 38 -REMOVE AND REPLACE 2.5" AC + BR $114,667 FY 2026-27 Wilmar 010 Wilmar Avenue Price Street Stairs at S End 2 R AC/AC 490 32 14,546 8/5/2025 44 -1.75" AC OVERLAY W/KEYCUTS + BR $74,439 FY 2027-28 Bello 030 Bello Street Pismo Avenue Price Canyon Road 2 MiA AC/AC 900 40 33,630 8/5/2025 66 -1.75" AC OVERLAY W/KEYCUTS + BR $178,125 FY 2027-28 Leeward 010 Leeward Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,150 40 40,108 8/5/2025 55 Priority 2 1.75" AC OVERLAY W/KEYCUTS + BR $986,756 FY 2027-28 PriceCan 015 Price Canyon Road Lemoore Street Solar Way 2 MA AC 970 36 33,854 8/5/2025 51 -REMOVE AND REPLACE 3" AC + BR $370,711 FY 2027-28 PriceCan 020 Price Canyon Road Solar Way Bello Street 2 MA AC 530 36 19,681 8/5/2025 52 -REMOVE AND REPLACE 3" AC + BR $215,513 FY 2027-28 PriceCan 030 Price Canyon Road Bello Street Hwy 101 Bridge 3 MA AC 190 40 6,874 8/5/2025 30 -REMOVE AND REPLACE 3" AC + BR $75,272 FY 2028-29 Castaic 010 Castaic Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,600 26 43,915 8/5/2025 59 Priority 1 1.75" AC OVERLAY W/KEYCUTS + BR $1,140,954 FY 2028-29 Esparto 010 Esparto Avenue Shell Beach Road Ocean Boulevard 2 R AC 1,591 35 50,868 8/5/2025 22 Priority 1 RECONSTRUCT SURFACE (AC) $2,074,203 FY 2028-29 Montecito 010 Montecito Avenue Shell Beach Road Ocean Boulevard 2 R AC/AC 1,432 27 38,093 8/5/2025 33 -REMOVE AND REPLACE 2.5" AC + BR $358,992 SA/MA/MiA - Arterial, C- Collector, R- Residential, Pk - Parking Lot AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 1 of 2 11/7/2025Council Agenda 12-10-2025 03.A Attachment 1

Appendix F-2
DMP Projects
Council Agenda 12-10-2025 03.A
Attachment 1

City of City of Pismo Beach, CA
2025 Pavement Mangement Program Update
Work Plan - Scenario 2 (Drainage Projects)
Street Maintenance and Rehabilitation List
Sorted by Fiscal Year
Fiscal Year Street ID Section ID StreetName From To Functional Surface Lanes Length Width Section Area PCI 25 PMP Treatment PMP Cost Drainage Project Name Priority Level Trash
Capture Drainage Cost
FY 2026-27 Boeker 010 Boeker Street Shell Beach Road S End R AC/AC 2 1,518 34 49,251 36 REMOVE AND REPLACE 2.5" AC + BR $418,634 Boeker Street Priority 1 No $689,000 FY 2026-27 Placentia 010 Placentia Avenue Shell Beach Road Ocean Boulevard R AC 2 1,556 25 37,969 33 REMOVE AND REPLACE 2.5" AC + BR $322,737 Placentia Avenue Priority 1 No $755,000 FY 2027-28 Leeward 010 Leeward Avenue Shell Beach Road Ocean Boulevard R AC 2 1,150 40 40,108 55 1.75" AC OVERLAY W/KEYCUTS + BR $198,312 Leeward Avenue Priority 2 No $711,000 FY 2028-29 Castaic 010 Castaic Avenue Shell Beach Road Ocean Boulevard R AC/AC 2 1,600 26 43,915 59 1.75" AC OVERLAY W/KEYCUTS + BR $217,135 Castaic Avenue Priority 1 No $812,000 FY 2028-29 Esparto 010 Esparto Avenue Shell Beach Road Ocean Boulevard R AC 2 1,591 35 50,868 22 SURFACE RECONSTRUCTION $765,846 Esparto Avenue Priority 1 No $1,105,000 FY 2028-29 SantaFe 010 Santa Fe Avenue Shell Beach Road Ocean Boulevard R AC 2 1,603 26 45,401 73 SLURRY SEAL + CRACK SEAL + BR $61,039 Santa Fe Avenue Priority 1 No $1,006,000 SA/MA/MiA - Arterial, C- Collector, R- Residential, Pk - Parking Lot AC - Asphalt Concrete, PCC - Portland Cement Concrete,
AC/AC - AC Overlay of existing Asphalt Concrete,
AC/PCC -AC Overlay of existing Portland Cement Concrete Page 1 of 1 11/7/2025Council Agenda 12-10-2025 03.A Attachment 1

Appendix G
GIS Maps
Council Agenda 12-10-2025 03.A
Attachment 1

Appendix G-1
PCI Condition
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 1Current PCI Condition
2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kPCI Condition Category
Very Good (70 - 100)
Fair (50 - 69)
Poor (25 - 49)
Very Poor (0- 24)
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

Appendix G-2
Projected PCI by FY 2029-30
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 1Projected PCI Condition by FY 2029-30 - Scenario 1
2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kPCI Condition Category
Very Good (70 - 100)
Fair (50 - 69)
Poor (25 - 49)
Very Poor (0 - 24)
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 2Projected PCI Condition by FY 2029-30 - Scenario 2
2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kPCI Condition Category
Very Good (70 - 100)
Fair (50 - 69)
Poor (25 - 49)
Very Poor (0 - 24)
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 3Projected PCI Condition by FY 2029-30 - Scenario 3
2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kPCI Condition Category
Very Good (70 - 100)
Fair (50 - 69)
Poor (25 - 49)
Very Poor (0 - 24)
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

Appendix G-3
Selected Sections for Treatment by Year
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 1Scenario 2 - Balanced PCI Maintenance + Drainage Strategy: Work Plan 2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kYear
FY 2025-26
FY 2026-27
FY 2027-28
FY 2028-29
FY 2029-30
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 2Scenario 2 - Balanced PCI Maintenance + Drainage Strategy: Work Plan FY 2025-26 2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kTreatment
SLURRY SEAL + BR

SLURRY SEAL
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 3Scenario 2 - Balanced PCI Maintenance + Drainage Strategy: Work Plan FY 2026-27 2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kTreatment
REMOVE-REPLACE 2.5" + BR
REMOVE-REPLACE 2" + BR

1.75" OL W/KEYCUTS + BR
SLURRY SEAL + BR

SLURRY SEAL
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 4Scenario 2 - Balanced PCI Maintenance + Drainage Strategy: Work Plan FY 2027-28 2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kTreatment
REMOVE-REPLACE 3" + BR

1.75" OL W/KEYCUTS + BR

SLURRY SEAL
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 5Scenario 2 - Balanced PCI Maintenance + Drainage Strategy: Work Plan FY 2028-29 2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kTreatment

RECONSTRUCT
REMOVE-REPLACE 2.5" + BR

1.75" OL W/KEYCUTS + BR
SLURRY SEAL + BR
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

APPROVEDREVISEDDATEDRAWNJOB NUMBERSOURCE
FIGURE
VJhaMSamara11/07/2025ARocher1507.01.30Google Satellite Basemap 6Scenario 2 - Balanced PCI Maintenance + Drainage Strategy: Work Plan FY 2029-30 2025 Pavement Management Program - City of Pismo Beach
0 1,980 3,960ft.
1 in. = 3,750 ft.
kTreatment
SLURRY SEAL + BR

SLURRY SEAL
City Boundary
Council Agenda 12-10-2025 03.A
Attachment 1

Appendix H
Quality Control Plan (QCP)

Council Agenda 12-10-2025 03.A
Attachment 1

Error! Unknown document property name.

Executive Summary Error! Unknown document property name.

Quality Control Plan
QC Plan
Pavement Management Plan
2025-26
Anaheim, CA
2300 E. Katella Avenue, Suite 125
Anaheim, CA 92806
Council Agenda 12-10-2025 03.A
Attachment 1

The content of this report is the confidential property of NCE and should not be copied, modified, retransmitted, or used for any purpose except with NCE’s written authorization.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
City of Pismo Beach
Quality Control Plan
Table of Contents
1 Introduction.......................................................................................................................................................4

1.1 Objectives..............................................................................................................................................................4

1.2 Structure................................................................................................................................................................4 2 QualityControlPlan...........................................................................................................................................5

2.1 Condition Inspection Procedures..........................................................................................................................5 Step 1: Calibration ................................................................................................................................................6 Step 2: Quality Control .........................................................................................................................................6 Acceptability Criteria ............................................................................................................................................6

2.2 Accuracy Required for Data Collection..................................................................................................................6

2.2.1 Re-Inspection “Check”.............................................................................................................................7 Acceptability Criteria ............................................................................................................................................7

2.2.2 PCI Comparisons with Past Inspections...................................................................................................7 If PCI increases 10 points......................................................................................................................................7 If PCI decreases 10 points.....................................................................................................................................7

2.3 Inspector Qualifications and Experience...............................................................................................................8 3 SafetyProcedures ..............................................................................................................................................9 Appendix H-1 Resume of Field Inspectors
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
City of Pismo Beach
Quality Control Plan
1 Introduction
The need for quality control is paramount when performing data collection in any field, as it is essential for accurateplanning,analysis,anddesign.NCE’sQualityAssuranceManagementPlan(QAMP)affirmsthat:

NCEisdedicatedtoachievingtechnicalandmanagementexcellenceandtodeliveringprofessional engineering and environmental services that meet or exceed our clients' needs. NCE's Quality Assurance/Quality Control (QA/QC) Program is designed to achieve these goals. This QA Management Plan (QAMP) describes NCE's QA Program, which is based on four principles: client satisfaction, employee participation, problem prevention, and continuous quality improvements.

NCE'sQAMPestablishesminimumqualitystandardsforperformanceandprocedurestoensureourclientsreceive quality service. It requires the participation of employees at every level. It encourages project managers and technical staff to take pride in their work and assume responsibility for ensuring that the job is done correctly the first time. The QAMP is designed to reduce the incidence of quality-related and, where necessary, results in corrective actions and modification of work procedures to minimize the incidence of future problems.

NCE has also prepared detailed and specific quality control plans (QCPs) for projects; the most notable example is for the Long-Term Pavement Performance (LTPP) – Western Regional Support Contract for the Federal Highway Administration.Thisisa150-pagedocumentthat covers datacollection onhighways,includingdeflection,profile, pavement distresses, traffic, maintenance and rehabilitation history, materials testing and sampling, and document control.

1.1 Objectives
This document constitutes a formal QCP for the City of Pismo Beach. It was prepared in October 2025. The QCP focuses on data collection issues as part of the pavement management update. Specifically, it is intended for the 2025 Pavement Management Update. The focus is on the collection of network-level pavement distress data. As defined by the National Cooperative Highway Research Program Synthesis 401 Quality Management of Pavement Data Collection, “Network-level data collection involves the collection of large quantities of pavement condition data, which is often converted to individual condition indices or aggregated into composite condition indices.”

1.2 Structure
ThefollowingcomponentsareaddressedinthisQCP:
x Condition inspection procedures used
x Accuracyrequiredfordata collection
x Inspector qualifications and experience
x Safetyprocedures.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
City of Pismo Beach
Quality Control Plan
2 QualityControlPlan

2.1 Condition Inspection Procedures
The governing document for performing condition surveys for the City of Pismo Beach is ASTM D6433, “Standard Practice for Roads and Parking Lots Pavement Condition Index (PCI) Surveys.” This protocol includes asphalt concrete (AC) pavements. The following distresses are collected:

AC Pavements
Alligator (fatigue) cracking
Bleeding
Block cracking
Bumps and sags
Corrugation
Depression
Edge cracking
Joint reflection cracking
Lane/shoulder drop-off
Longitudinal and transverse cracking
Patching and utility cut patching
Polish aggregate
Potholes
Railroad crossing
Rutting
Shoving
Slippage cracking
Swelling
Raveling
Weathering
Any exceptions to the ASTM procedures will be discussed with the City before any inspections are performed.

Exceptions are usually related to distresses or situations that are not covered in the manuals. Examples include slippage cracks, roller checkmarks, or edge cracking on streets with no curbs and gutters. Others include the raveling of surface seals or surveying the open-graded AC mixes. Any modifications will be documented and submitted to the City for approval.

All distress or condition inspections are performed as automated inspections, and the entire pavement is inspected. Field crews are typically composed of a two-person crew traveling in a van. The crew will collect and record visual distresses using equipment installed in the van.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
City of Pismo Beach
Quality Control Plan
Thedatawill besummarizedintosampleunitsand enteredintotheStreetSaver®database. Thesizeof thesample unit will be 2,500± 1,000 square feet as per ASTM D6433 protocols. In addition, the sample units will match the existing management sections set up in the StreetSaver® database. Before the inspection begins, the NCE team will perform two Field QC Steps. These are outlined as follows:

Step 1: Calibration
The first step in this process is having NCE’s field technician and AARB field manager meet in the field, drive a few roads, and review various pavement conditions in the City of Pismo Beach. This is a valuable exercise to calibrate or synchronize the team’s view of the various distresses and ensure a consistent product.

Step 2: Quality Control
The QC team independently reviews the pavement condition data collected on the City’s pavement network.

Since automated distress data collection differs from the walking protocols, this is required to ensure that the collected pavement data is consistent with those protocols.

Upto20 pavementsites wereselectedforqualitycontrolpurposes.Theyincludeda range of:
x Functional Classifications
x Pavementconditionorage
An independent NCE technician will select the 20 sites and perform a detailed walking inspection. The automated team will then perform a blind test on these sites and compare the results.

Acceptability Criteria
The types and severities of the distress must be the same and quantities within ±10% of each other. If corrections are required on more than 10% of the calibration sites, then four additional sites will be selected and compared.

This will continue until more than 95% of the calibration sites meet the acceptability criteria.

2.2 Accuracy Required for Data Collection
The accuracy required for data collection has two components, both of which are further described in the following paragraphs.
x Re-inspections
x PCIcomparisonswithpastinspections
Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
City of Pismo Beach
Quality Control Plan

2.2.1 Re-Inspection “Check”
At least 5% of all inspections are randomly re-inspected by other team members. A different inspector will review these sites and determine the revised pavement distress measurements. If the initial inspection is determined to be inaccurate, the original inspector is given refresher training before being allowed to continue with any further inspections. Should the data be inaccurate for a particular day, all the data for that day will be re-inspected following refresher training to ensure accuracy.

Acceptability Criteria
At the time of re-inspection, the actual distresses will be re-inspected and verified, and any corrections will be made, if necessary. Distress types and severities must be the same, and re-measured quantities must be within ±10%ofthe originalmeasuredquantity.

If corrections are required on more than 10% of the re-inspected sample units, then an additional 5% will be re- inspected. This will continue until more than 95% of the re-inspected sections meet the acceptability criteria.

2.2.2 PCI Comparisons with Past Inspections
As another level of quality control, the new PCIs are compared with the previous PCIs. These sections are automatically flagged for further investigation if they differ by more than ±10 PCI points.

If PCI increases 10 points
The section is investigated to see if a maintenance and rehabilitation event has occurred since the last inspection but which has not been recorded. This can only be resolved with feedback from the City. Typically, it may include activities such as:
x Cracksealing activities – changesmediumorhighseveritycracking tolowseverity x Patching activities - alligator cracking that has been removed and patched so that the resultant PCI is increased.
x Surfaceseals
x Overlay
Therefore, an up-to-date maintenance and rehabilitation history file in the StreetSaver® database is desirable, both for historical accuracy as well as to provide additional quality control.

If PCI decreases 10 points
The section is checked to see if the average deterioration rate (usually 3 to 4 points per year) is exceeded. No further action is required if the drop in PCI is within the acceptable range. If the drop exceeds the acceptable range, a re-inspection will be performed. The default performance curves in the pavement management software form the basis for acceptability.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
City of Pismo Beach
Quality Control Plan

2.3 InspectorQualifications and Experience
All NCE’s inspectors are required to attend formal training on condition distress inspections. For example, any of NCE’s inspectors working on the LTPP project are required to attend a week-long training workshop every year to maintaintheircertifications.TheRegional Transportation Commission (RTC) of Washoe County requires inspectors to be calibrated prior to performing any work using the ASTM D6433 protocols (also known as the pavement management inspections).

For pavement management (or ASTM D6433) inspections, NCE’s technicians underwent the Orange County Transportation Authority technician prequalification exercise held in December 2023.

Similarly,in agencies that use the StreetSaver
®system, NCE’s inspectors attend the distress training conducted by the Metropolitan Transportation Commission (MTC). After the formal training, technicians work with an experienced inspector before they are allowed to work on their own. Within the first month of working independently, up to 20% of their work is checked weekly. Any necessary corrections are made immediately.

Finally, NCE conducts a one-day training and calibration workshop annually for all NCE staff involved with data collection. The following table lists the inspectors assigned to this project and their most recent training date.

Inspector Name Date of Distress Training TrainingConductedby Josephde Leon December 15,2023 Mei-Hui Lee
Franc Escobedo December 15,2023 Mei-Hui Lee
Jonathan Moore December 15,2023 Mei-Hui Lee
ResumesoftechniciansutilizedonthisprojectareincludedinAppendixH1.

Council Agenda 12-10-2025 03.A
Attachment 1

2025 Pavement Management Program Update
City of Pismo Beach
Quality Control Plan
3 Safety Procedures
NCE administers a health and safety program in compliance with the Nevada Occupational Safety and Health Act (Section 618.383) and California Occupational Safety and Health Administration (OSHA) Title VIII, Section 3203.

The program is documented in NCE's Workplace Safety Program Manual, which can be provided upon request.

Generally,thesafetyproceduresinclude:
x Inspectors wear aClass 2 safetyvest at alltimes.
x Flashingbeaconsareplacedonallvehicles utilizedfor inspections. x Stopped vehicles are to be parked at locations away from moving traffic (nearby parking, shoulders, etc.).
x For streets with higher volumes of traffic, inspectors usually use the sidewalk and move in the face of traffic when conducting the survey. This will give them more time and better chances of escaping a dangerous situation involving incoming vehicles.

On streets where there is a high volume of traffic or high speeds, additional measures may be necessary, such as:
x Inspectionsoccurduringoff-peakperiodsoronweekends.
x Anadditional inspectorattendstowatchout fortraffic.
x Trafficflaggersareprovidedinextreme cases.

In extreme cases where walking on the pavement surface is impossible, inspections will be performed from sidewalks or raised medians. However, this is extremely rare for city or county roads/streets; this is most often encountered on state highways, and lane closures are the most likely option in that circumstance.

AllNCEinspectorsarerequiredtotake onlinesafety programsannuallyasadministeredby “ClickSafety.”Theseclassesinclude:
x Workzone TrafficSafety TipsforConstruction.
x CalHeatIllnessPreventionforallIndustryWorkers.
x CalPersonProtectiveEquipmentforConstruction.

Council Agenda 12-10-2025 03.A
Attachment 1

Pismo Beach City CouncilDecember 10, 2025

Pismo Beach City Council
December 10, 2025