Agenda Packet — Salinas City Council, May 7, 2024 (part 1 of 9)

Tuesday, May 7, 2024
4:00 PM
City of Salinas
200 Lincoln Ave., Salinas, CA 93901
www.cityofsalinas.org

SALINAS ROTUNDA
City Council
Mayor Kimbley Craig
Councilmembers:

Carla Viviana González, District 1 - Tony Barrera, District 2 Steve McShane, District 3 - Orlando Osornio, District 4 Andrew Sandoval, District 5 - Anthony Rocha, District 6 Jim Pia, Interim City Manager
Christopher A. Callihan, City Attorney
City Clerk’s Office: (831) 758-7381
Meeting Agenda - Final
City Council Meeting Agenda - Final May 7, 2024

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PLEDGE OF ALLEGIANCE

ROLL CALL

PROCLAMATIONS & COMMENDATIONS
Asian American, Native Hawaiian, and Pacific Islander Heritage Month, May 2024 National Peace Officers Memorial Day, May 15, 2024
National Public Works Week, May 19 - 25, 2024
Older Americans Month, May 2024
Asian Cultural Experience 15th Annual Fair
David J. R. Mack, Former Measure E Oversight Committee Member

PUBLIC COMMENT PROCEDURES
If you wish to make a general public comment or comment on a specific agenda item, you are encouraged to attend the City Council meeting in person. Public comment may also be submitted via email at [email protected] and will be entered into the record.

PUBLIC COMMENT TIME RESTRICTIONS
Public comments generally are limited to two minutes per speaker; the Mayor may further limit the time for public comments depending on the agenda schedule.

GENERAL PUBLIC COMMENTS
Receive public communications on items that are not on the agenda and that are in the City of Salinas’ subject matter jurisdiction. Comments on Consent, Consideration, and Closed session items should be held until the items are reached. The public may request that the legislative body consider adding an item for consideration on a future agenda. The public may comment on scheduled agenda items, including closed session City of Salinas Page 2 Printed on 5/3/2024
City Council Meeting Agenda - Final May 7, 2024
items, as they are considered.

PUBLIC HEARING
ID#24-210 Republic Services Garbage and Recycling Rates FY 24-25 Recommendation: Approve a Resolution finding the proposed annual adjustments to Republic Services of Salinas' (Republic Services) Schedule of Service Fees and Schedule of Rates for Residential and Commercial Customers effective July 1, 2024, to be within the terms of the Collection Services Agreement.

CONSIDERATION
ID#24-149 Pavement Management and Street Selection Policy Recommendation: Approve a Resolution accepting the findings of the 2023 Pavement Management Program Update and approving the Pavement Management and Street Selection Policy.

CONSENT AGENDA
All matters listed under Consent Agenda may be enacted by one motion unless a member of the Council or the public requests discussion or a separate vote.

ID#24-277 Minutes
Recommendation: Approve minutes of April 23, 2024.

ID#24-269 Financial Claims
Recommendation: Approve financial claims report.

ID#24-154 Professional Services Agreement with MNS Engineers, Inc. for Construction Management Services for the Boronda Road Congestion Relief Project Phase 1, CIP No. 9510
Recommendation: Approve a Resolution authorizing the Interim City Manager to negotiate and execute a Professional Services Agreement with MNS Engineers, Inc. for construction management services for the Boronda Road Congestion Relief Project Phase 1, CIP No. 9510 in an amount not to exceed $1,829,248.

ID#24-156 Boronda Road Congestion Relief Project Phases 1 and 2A (CIP 9510) - Sparling Ranch Credits Purchase
Recommendation: Authorizing the Interim City Manager to enter into an Agreement with South Bay Conservation Resources, LLC for the purchase of 11.06 Sparling Ranch Conservation Credits in an amount not to exceed $608,300 for the Boronda Road Congestion Relief Project Phases 1 and 2A.

ID#24-211 Compact Utility Tractor and Verticutter-Seeder Purchase Recommendation: Approve a Resolution authorizing the Interim City Manager to execute the purchase of one (1) 2024 John Deere 2025R Compact Utility Tractor, (1) Verticutter-Seeder and allow for a 10% contingency for a total amount not to exceed $56,532.

ID#24-221 Surplus Vehicles and Equipment for Disposal
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City Council Meeting Agenda - Final May 7, 2024
Recommendation: Approve a Resolution pursuant to Salinas Municipal Code section 12-15 declaring vehicles and equipment surplus and authorizing their disposal.

ID#24-230 Envisio Solutions, Inc. Public Dashboard Software Annual Subscription Recommendation: Approve a Resolution authorizing the Interim City Manager to execute the annual subscription agreement with Envision Solutions, Inc. (Envisio) for an amount not to exceed $31,500.00 for a 1-year subscription to the Envisio public dashboard software, licenses, and online support services.

ID#24-235 2024-2025 Restriping Prioritization List
Recommendation: Approve a Resolution approving the 2024-2025 Restriping Prioritization List.

ID#24-251 Emergency Sherwood Hall HVAC Control System Replacement Recommendation: Approve a Resolution authorizing the Interim City Manager to execute all necessary documents related to the emergency HVAC Control System Replacement at Sherwood Hall through the existing on-call service contract with ESI for $196,312 to include a 20% ($39,262) contingency for a total amount not to exceed $235,574.

ID#24-252 Granicus, LLC Subscription Renewal - Government Experience Cloud Solution
Recommendation: Approve a Resolution authorizing a subscription renewal with Granicus, LLC for Government Experience Cloud solution in an amount not to exceed $36,933.75 for FY 2024/25.

ID#24-253 Granicus, LLC Subscription Renewal - Government Transparency Suite Recommendation: Approve a Resolution authorizing the subscription renewal with Granicus, LLC to provide a legislative agenda management and meeting efficiency solution in an amount not to exceed $40,938.14 and authorizing the Interim City Manager to enter into an agreement with Granicus LLC for the subscription renewal.

ID#24-256 Amendment No 1 to On-Call Master Service Agreements Recommendation: Approve a Resolution authorizing Amendment No.1 to the Master Services Agreement (MSA) for Professional Services to for On-Call Master Architectural Services, Civil Engineering and Project Management, Material Testing, NPDES Support Services, Land Surveying, and Traffic and Transportation Services, to establish a not to exceed limit of three million dollars ($3,000,000) for each contract.

ID#24-257 Memorandum of Understanding with Public Safety Cadets Recommendation: Approve a Resolution authorizing the Interim City Manager to execute a Memorandum of Understanding with Public Safety Cadets.

ID#24-258 Direct Purchase of MBIS Multimodal Expert Workstation for Fingerprint Processing
Recommendation: Approve a Resolution authorizing the direct purchase of the MBIS Multimodal Expert Workstation from IDEMIA, previously approved via Resolution 22050, for an updated cost not to exceed $42,607.50.

ID#24-262 Fire Apparatus Direct Purchase
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City Council Meeting Agenda - Final May 7, 2024
Recommendation: Approve a Resolution authorizing the direct purchase of one (1) fire engine and one (1) aerial ladder truck from Golden State Fire Apparatus, Inc. for a total not to exceed $2,945,094.88; and authorizing the appropriation of $120,094.88 to CIP 9540.

ID#24-278 Modification to the Classification - Salary Schedule, Reclassification, and Workforce Allocation Adjustment
Recommendation: Approve a Resolution modifying the Classification - Salary Schedule to 1) add the classifications of Permit Analyst, Assistant Public Works Director/City Engineer, Retired Annuitant - Senior Civil Engineer, and Senior Wastewater Operator; 2) approve the recommended reclassifications and workforce adjustments in the Community Development Department, Finance and Public Works Departments; 3) approve a recruitment and retention incentive for the Police Services Records Division non-sworn staff (Supervising Police Services Technician and Police Services Technician classifications).

COUNCILMEMBERS’ REPORTS, APPOINTMENTS AND FUTURE AGENDA ITEMS Receive communication from Councilmembers on reports, appointments and future agenda items. Councilmember comments are generally limited to three minutes.

CLOSED SESSION
Receive public communications from the audience on Closed session items.

The City Council will recess to closed session pursuant to:

ID#24-261 a. Pending Litigation - California Government Code Section 54956.9(a), conference with legal counsel regarding Louis Montano, et al. v. City of Salinas, et al. (Monterey County Superior Court Case no. 21CV003635).

ADJOURNMENT
_____________________________
Patricia M. Barajas, City Clerk

AGENDA MATERIAL / ADDENDUM
Any addendums will be posted within 72 hours of regular meetings or 24 hours of special meetings and in accordance with Californian Government Code Section 54954.2 and 54956. City Council agenda reports and other writings distributed to the legislative body may be viewed at the Salinas City Clerk’s Office, 200 Lincoln Avenue, Salinas, and are posted on the City’s website at www.cityofsalinas.org in accordance with California Government Code section 54597.5. The City Council may take action that is different than the proposed action reflected on the agenda.

Disability-related modification or accommodation, including auxiliary aids or services, may be requested by any person with a disability who requires a modification or accommodation in order to participate in the meeting. Language interpretation may be requested as soon as possible but by no later than 5 p.m. of the last business day prior to the meeting. Requests should be referred to the City Clerk’s Office At 200 Lincoln Avenue, Salinas, 758-7381, as soon as possible but by no later than 5 p.m. of the last business day prior to the meeting. Hearing impaired or TTY/TDD text telephone users may contact the city by dialing 711 for the California Relay Service (CRS) or by telephoning any other service providers’ CRS telephone number.

City of Salinas Page 5 Printed on 5/3/2024
City Council Meeting Agenda - Final May 7, 2024

PUBLIC NOTIFICATION
This agenda was posted on May 3, 2024 in the Salinas Rotunda and City's website.

Meetings are streamed live at https://salinas.legistar.com/Calendar.aspx, televised live on Comcast Channel 25 and on http://www.youtube.com/thesalinaschannel at 4:00 p.m. on the date of the regularly scheduled meeting and will be broadcast throughout the day on Friday, Saturday, Monday and Wednesday following the meeting. For the most up-to-date Broadcast Schedule for The Salinas Channel on Comcast 25, please visit or subscribe to our Google Calendar located at http://tinyurl.com/SalinasChannel25. All past City Council meetings may also be viewed on the Salinas Channel on YouTube at http://www.youtube.com/thesalinaschannel.

City of Salinas Page 6 Printed on 5/3/2024
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-210, Version: 1
Republic Services Garbage and Recycling Rates FY 24-25
Approve a Resolution finding the proposed annual adjustments to Republic Services of Salinas’ (Republic Services) Schedule of Service Fees and Schedule of Rates for Residential and Commercial Customers effective July 1, 2024, to be within the terms of the Collection Services Agreement.

City of Salinas Page 1 of 1 Printed on 5/3/2024
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CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: MAY 7, 2024
DEPARTMENT: PUBLIC WORKS
FROM: DAVID JACOBS, PUBLIC WORKS DIRECTOR
BY: JAMIE PLATZ, SENIOR CIVIL ENGINEER
TITLE: REPUBLIC SERVICES GARBAGE & RECYCLING RATES FY 24-25 RECOMMENDED MOTION:

A motion to approve a Resolution finding the proposed annual adjustments to Republic Services of Salinas’ (Republic Services) Schedule of Service Fees and Schedule of Rates for Residential and Commercial Customers effective July 1, 2024, to be within the terms of the Collection Services Agreement.

EXECUTIVE SUMMARY:

Republic Services proposed rates for Solid Waste, Recycling, and Green Waste Collection Services for Fiscal Year 2024-25 reflect an increase of 4.18% (or $1.40) for the typical 32-gallon residential trash service from $33.47 to $34.87 per month. The increase consists of 2.33% ($0.78) (4.0% CPI increase to the collection element of the rate) for Republic Services CPI, 0.94% (or $0.31) for SVSWA AB 939 fees, 0.29% (or $0.10) for recycling processing, and 0.63% (or $0.21) for City franchise fees.

For commercial services, the monthly rate for a customer with a 3-cubic yard bin collected once per week will increase 4.41% (or $22.97) from $521.23 to $544.20 per month. The increase consists of

2.61% (or $13.61) (4.0% CPI increase to the collection element of the rate) for Republic Services CPI, 1.13% (or $5.91) for SVSWA AB 939 fees, and 0.66% (or $3.45) for City franchise fees.

Commercial customers continue to have the option to reduce their monthly rates by taking advantage of recycling opportunities and/or by reducing service levels for underutilized capacity.

The City and R3 Consulting Group, Inc. have reviewed the rates with representatives of Republic Services in accordance with the Collection Services Agreement and find them within the terms of the Collection Services Agreement.

BACKGROUND:

Since July 1, 2001, the City of Salinas has had an exclusive Collection Services Agreement with Allied Waste Services, dba Republic Services of Salinas (Republic Services), for municipal solid waste, recyclables, and green waste collection services. The Collection Services Agreement has had multiple amendments and extensions up to the current Amended and Restated Franchise Agreement Page | 2
(October 2021) with a term expiring June 30, 2036, with an optional extension of five years at the City’s sole discretion (Resolution No. 22208).

The rates are made up of the following fees: franchise, AB 939, disposal, recycle, organics, construction and demolition and the collection element. The only fee that Republic can adjust is the collection element The Franchise Fee is set to 15% by the City and the rest are set by either Salinas Valley Solid Waste Authority (SVSWA) or by Regen Monterey.

SVSWA takes the trash and green waste (organics) and has kept the solid waste rate ($64.75 per ton) and the organics rate ($58.25 per ton) the same as last year and increased the AB 939 by 21.65% (charged to trash service based on service level).

Republic takes the recyclables to Regen Monterey who have increased their processing fee by 8.8%.

The chart below provides a snapshot of the impact of the requested adjustments to the rates of a typical residential and commercial customer.

Note: The CPI increase is only applied to the Republic portion of the adjusted rates and is not applied to the SVSWA’s disposal portion. Thus, the resulting percentage increase varies for each service on the rate schedule.

Across all levels of service, the average rate increase of 4.25% for single family residential customers,

4.14% for multi-family residential customers, and 4.12% for commercial customers.

Table 3
Estimated Service Cost Increases for Hauler
Base Services by Rate
Classification
Rate
Classification
Approved
FY 23/24
Rates
Proposed
FY 24/25
Rates
Percent
Change Increase
32-Gallon Garbage,
64-Gallon Recycle,
96-Gallon Organics
Residential $33.47 $34.87 4.18% $1.40
32-Gallon Garbage,
64-Gallon Recycle,
96-Gallon Organics
MFD – Curbside $33.47 $34.87 4.18% $1.40
32-Gallon Garbage,
64-Gallon Recycle,
96-Gallon Organics
MFD –
Consolidated
(Carts)
$51.97 $54.11 4.12% $2.14
3 Cubic Yard Garbage
Bin, 1 Pickup per Week
MFDConsolidated
(Bins)
$521.23 $544.20 4.41% $22.97
3 Cubic Yard Garbage
Bin, 1 Pickup per Week Commercial $521.23 $544.20 4.41% $22.97 2 Cubic Yard Recycle
Bin, 1 Pickup per Week Commercial $336.00 $349.80 4.11% $13.80 64-Gallon Organics
Cart, 1 Pickup per Week Commercial $70.65 $73.21 3.62%
$2.56
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Per Section 14-01.10 of the Salinas Municipal Code and Article 4 of the Collection Services Agreement, the Council annually reviews and adopts adjustments to Republic Services corresponding approved rates. Article 4.06 of the Collection Service Agreement states “Each adjustment is to be approved by the Salinas City Council with good faith effort by May 1st of each year ...”. Republic submitted a request for consideration of adjustments to the Rate Schedules for fiscal year 2024-25 in accordance with the timeframe as required in the Collection Services Agreement.

Key Drivers:

As part of the negotiation process, existing programs and solid waste expenditures were considered.

The annual rate adjustment is directly linked to increased costs in tipping fees (SVSWA Landfill, ReGen MRF) and the Solid Waste Element. All of these cost increases are typical of the service provided.

Collection Element
Beginning with Rate Year 2023, the Consumer Price Index (CPI-U) adjustment shall be the sum of the weighted percentage change in the 12-month average of each CPI-U index number between the base period, which shall be the prior preceding year ending December 31st, and the preceding year ending December 31st as contained in the most recent release of the CPI-U. Therefore, the CPI-U rate adjustment effective July 1, 2024, will be based on the percentage changes between the 12-month average of the CPI-U indices from January 2023 to December 2023. Additionally, if in any Calendar year that the calculation of the CPI-U exceeds four percent (4.00%), the total adjustment for that year will be four percent (4.00%), and no rollover amount will be added the rate adjustment percentage in the following year, or any subsequent year. If the CPI-U is negative, there will be no CPI-U adjustment to the Collection Element for that year. The annual CPI-U was calculated at 5.44% and the CPI applied to the 2024-25 rate schedule is 4.00%.

SVSWA Tipping Fee
Salinas Valley Solid Waste Authority has kept their tipping fee at $64.75 per ton for the upcoming year.

SVSWA AB 939 Fees
Every year SVSWA reallocates its AB 939 non-disposal programs fee using the total tonnage landfilled over the prior three fiscal years. For FY 2024-25 the SVSWA increased AB 939 Nondisposal Program Fees from $2,428,616 to $2,954,517. This fee increase is meant to offset the additional funding needed to comply with all CalRecycle requirements focused on waste prevention, diversion, and recovery.

Recyclable Material
Republic hauls the recyclable material to ReGen Monterey in Marina. The cost of the recyclables has increased from $36.75 per ton to $40.00 per ton, an increase of 8.8% Franchise Fee
A typical component of such agreements, franchise fees represent the reasonable market value of the grant of the solid waste franchise. The City is paid a 15% franchise fee on the gross revenues for all services that Republic provides. The above increases for CPI, AB 939 fees, recycling and organics collection costs will also result in additional franchise fees.

Page | 4
CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378). In addition, CEQA Guidelines Section 15061 includes the general rule that CEQA applies only to activities which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Because the proposed action and this matter have no potential to cause any effect on the environment, or because it falls within a category of activities excluded as projects pursuant to CEQA Guidelines section 15378, this matter is not a project. Because the matter does not cause a direct or foreseeable indirect physical change on or in the environment, this matter is not a project. Any subsequent discretionary projects resulting from this action will be assessed for CEQA applicability.

STRATEGIC PLAN INITIATIVE:

This action supports the Council’s goal of Infrastructure and Environmental Sustainability.

DEPARTMENTAL COORDINATION:

While the rate review is largely conducted by Public Works, coordination occurs with both the Finance and Legal Departments.

FISCAL AND SUSTAINABILITY IMPACT:

This item requires no additional expenditures or appropriations. Franchise fees associate with these annual rate adjustments will generate additional General Fund revenue for the City and will be included in the upcoming Proposed FY 2024/25 Budget.

ATTACHMENTS:

1. Resolution

2. Proposed New Exhibit 1 - Schedule of Approved Rates of Franchise Agreement – Republic Services & the City of Salinas, effective 7/1/24
RESOLUTION NO. ___________________ (N.C.S.)

A RESOLUTION FINDING ADJUSTMENTS TO REPUBLIC SERVICES OF SALINAS’S SCHEDULE OF CONTRACTOR SERVICE FEES AND APPROVED

RATES FOR COMMERCIAL AND RESIDENTIAL CUSTOMERS
EFFECTIVE JULY 1, 2024 TO BE CONSISTENT WITH THE COLLECTION

SERVICES AGREEMENT
WHEREAS, Section 14-01.10 of the Salinas Municipal Code, and California Public Resources Code, Section 40059 allows the City to enter into a contract for collection, removal, and disposal of all garbage, wet garbage, rubbish or commercial rubbish; and WHEREAS, the City of Salinas has a Collection Services Agreement with Republic Services of Salinas (Agreement) to provide solid waste, recycling, and green waste collection services for the City; and
WHEREAS, per the Agreement, Article 4, Service Recipient Billing, Charges and Rates, Republic Services may adjustment their rates on an annual basis; and WHEREAS, City of Salinas and R3 Consulting Group, Inc. staff have reviewed the proposed adjustments to their service fees and the Proposed New Exhibit 1 – “Schedule of Approved Rates,” and accurately reflect those formulas prescribed by the Agreement; and WHEREAS, if approved, Republic Services will implement the proposed Schedule of Approved Rates effective July 1, 2024; and
WHEREAS, a Public Hearing was properly noticed and held on May 7, 2024, pursuant to Government Code 66017 and public comment received.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council hereby finds and determines that the above recitals and accompanying staff report are true and correct and have served as the basis, in part, for the actions of the City Council set forth below; and BE IT FURTHER RESOLVED that the proposed New Exhibit 1- “Schedule of Approved Rates,” attached hereto, is found and determined to be consistent with the Franchise Agreement.

PASSED AND APPROVED this 7th day of May 2024 by the following vote:

AYES:

NOES:

ABSENT:

APPROVED:
____________________________________
Kimbley Craig, Mayor
ATTEST:
_________________________________
Patricia M. Barajas, City Clerk
FY24/25 Rates
Rate Code Description Effective 7/1/2024
Residential Services:

Standard Weekly Residential Services: Monthly Rate
20 Gallon Garbage, 64 Gallon Recycle, 96 Gallon Yardwaste $30.20 32 Gallon Garbage, 64 Gallon Recycle, 96 Gallon Yardwaste $34.87 64 Gallon Garbage, 64 Gallon Recycle, 96 Gallon Yardwaste $47.63 96 Gallon Garbage, 64 Gallon Recycle, 96 Gallon Yardwaste $62.48 Senior Low Income - 20 Gallon Garbage, 64 Gallon Recycle, 96 Gallon Yardwaste $21.90 Senior Low Income - 32 Gallon Garbage, 64 Gallon Recycle, 96 Gallon Yardwaste $21.90 Additional Weekly Residential Services: Monthly Rate
Additional 32 Gallon Garbage $23.76
Additional 64 Gallon Garbage $35.00
Additional 96 Gallon Garbage $51.73
Backyard Service Charge (additional charge) $30.47
Backyard Service for Permanently Disabled No Charge
Additional One Time Residential Charges: Per Occurrence Extra Pickup at Same time as Regular Service, Customer Fills Container - 20 Gallon $7.28 Extra Pickup at Same time as Regular Service, Customer Fills Container - 32 Gallon $12.82 Extra Pickup at Same time as Regular Service, Customer Fills Container - 64 Gallon $23.71 Extra Pickup at Same time as Regular Service, Customer Fills Container - 96 Gallon $37.10 Each Additional Bag of Garbage (Up to 32 Gallon) - Driver required to load $11.91 Payment and Research Fee $28.78
Restart and Readjustment fee - Administrative $17.38
Residential Cart Overflow - 20 Gallon $6.33
Residential Cart Overflow - 32 Gallon $7.58
Residential Cart Overflow - 64 Gallon $10.25
Residential Cart Overflow - 96 Gallon $13.57
Additional Trip to Customer Location at Customer Request $44.69 Bulky Goods Pickup - Limit 1 Item $116.62
Bulky Goods Pickup - Each Additional Item Not Requiring an Additional Trip $38.30 4 Yard Front-Load Clean Up Container (Maximum 5 Days, No Saturday/Sunday Services) $256.90 6 Yard Front-Load Clean Up Container (Maximum 5 Days, No Saturday/Sunday Services) $336.43 8 Yard Front-Load Clean Up Container (Maximum 5 Days, No Saturday/Sunday Services) $448.41 Mandatory Return Service Charge $22.21
Note: Additional disposal fees for non-standard items (box springs, tires, televisions, etc.) in which Republic Services is charged by the designated transfer station or landfill will be passed on to the customer when it is possible to identify the customer in violation.

Commercial Services:

Standard Weekly Commercial Services: Monthly Rate
20 Gallon Garbage Cart, 1 Pickup per Week $38.85
32 Gallon Garbage Cart, 1 Pickup per Week $62.24
64 Gallon Garbage Cart, 1 Pickup per Week $79.64
96 Gallon Garbage Cart, 1 Pickup per Week $96.55
96 Gallon Garbage Cart, 2 Pickups per Week $188.11
96 Gallon Garbage Cart, 3 Pickups per Week $355.80
96 Gallon Garbage Cart, 4 Pickups per Week $465.83
96 Gallon Garbage Cart, 5 Pickups per Week $549.41
96 Gallon Garbage Cart, 6 Pickups per Week $659.22
PROPOSED NEW EXHIBIT 1 - Schedule of Approved Rates
Franchise Agreement - Republic Services & The City of Salinas 1 Cubic Yard Garbage Bin, 1 Pickup per Week $383.36
2 Cubic Yard Garbage Bin, 1 Pickup per Week $460.30
3 Cubic Yard Garbage Bin, 1 Pickup per Week $544.20
4 Cubic Yard Garbage Bin, 1 Pickup per Week $625.05
6 Cubic Yard Garbage Bin, 1 Pickup per Week $776.13
8 Cubic Yard Garbage Bin, 1 Pickup per Week $922.84
1 Cubic Yard Garbage Bin, 2 Pickups per Week $626.92
2 Cubic Yard Garbage Bin, 2 Pickups per Week $769.76
3 Cubic Yard Garbage Bin, 2 Pickups per Week $917.88
4 Cubic Yard Garbage Bin, 2 Pickups per Week $1,064.65
6 Cubic Yard Garbage Bin, 2 Pickups per Week $1,371.68
8 Cubic Yard Garbage Bin, 2 Pickups per Week $1,652.72
1 Cubic Yard Garbage Bin, 3 Pickups per Week $895.04
2 Cubic Yard Garbage Bin, 3 Pickups per Week $1,103.87
3 Cubic Yard Garbage Bin, 3 Pickups per Week $1,344.43
4 Cubic Yard Garbage Bin, 3 Pickups per Week $1,530.65
6 Cubic Yard Garbage Bin, 3 Pickups per Week $1,969.60
8 Cubic Yard Garbage Bin, 3 Pickups per Week $2,382.59
1 Cubic Yard Garbage Bin, 4 Pickups per Week $1,163.22
2 Cubic Yard Garbage Bin, 4 Pickups per Week $1,437.96
3 Cubic Yard Garbage Bin, 4 Pickups per Week $1,717.96
4 Cubic Yard Garbage Bin, 4 Pickups per Week $1,996.69
6 Cubic Yard Garbage Bin, 4 Pickups per Week $2,567.60
8 Cubic Yard Garbage Bin, 4 Pickups per Week $3,112.42
1 Cubic Yard Garbage Bin, 5 Pickups per Week $1,431.44
2 Cubic Yard Garbage Bin, 5 Pickups per Week $1,772.05
3 Cubic Yard Garbage Bin, 5 Pickups per Week $2,134.05
4 Cubic Yard Garbage Bin, 5 Pickups per Week $2,462.59
6 Cubic Yard Garbage Bin, 5 Pickups per Week $3,165.64
8 Cubic Yard Garbage Bin, 5 Pickups per Week $3,842.36
1 Cubic Yard Garbage Bin, 6 Pickups per Week $1,699.42
2 Cubic Yard Garbage Bin, 6 Pickups per Week $2,106.18
3 Cubic Yard Garbage Bin, 6 Pickups per Week $2,518.06
4 Cubic Yard Garbage Bin, 6 Pickups per Week $2,928.84
6 Cubic Yard Garbage Bin, 6 Pickups per Week $3,763.63
8 Cubic Yard Garbage Bin, 6 Pickups per Week $4,572.28
2 Cubic Yard Front Load Compactor, 1 Pickup per Week $508.19 2 Cubic Yard Front Load Compactor, 2 Pickups per Week $924.09 2 Cubic Yard Front Load Compactor, 3 Pickups per Week $1,353.12 2 Cubic Yard Front Load Compactor, 4 Pickups per Week $1,782.21 2 Cubic Yard Front Load Compactor, 5 Pickups per Week $2,210.95 2 Cubic Yard Front Load Compactor, 6 Pickups per Week $2,640.29 3 Cubic Yard Front Load Compactor, 1 Pickup per Week $837.99 3 Cubic Yard Front Load Compactor, 2 Pickups per Week $1,505.48 3 Cubic Yard Front Load Compactor, 3 Pickups per Week $2,225.83 3 Cubic Yard Front Load Compactor, 4 Pickups per Week $2,893.31 3 Cubic Yard Front Load Compactor, 5 Pickups per Week $3,603.04 3 Cubic Yard Front Load Compactor, 6 Pickups per Week $4,280.95 4 Cubic Yard Front Load Compactor, 1 Pickup per Week $1,016.80 4 Cubic Yard Front Load Compactor, 2 Pickups per Week $1,848.13 4 Cubic Yard Front Load Compactor, 3 Pickups per Week $2,705.93 4 Cubic Yard Front Load Compactor, 4 Pickups per Week $3,563.82 4 Cubic Yard Front Load Compactor, 5 Pickups per Week $4,421.12 4 Cubic Yard Front Load Compactor, 6 Pickups per Week $5,279.34 Note: Front End Compactor will be charge two time the equivalent front load service. Front-load compactors will not be provided by Republic Services. Customers will be required to purchase the compactor.

Additional Weekly Front-Load Commercial Services: Monthly Rate Dismount and Push Charge per Bin Serviced Per Week $8.83 Key Charge per Bin Serviced per Week $10.50
Enclosure Charge per Bin Serviced per Week $11.65
Gate Service Charge per Bin Serviced per Week $11.65
Long Walk per Bin Serviced per Week $27.72
Maximum Additional Weekly Charges per Bin Serviced per Week $34.84 Scout Truck (Container Truck) container pull out $51.35 Per Yard surcharge for customers pre-compacting trash. $50.93 Note: 1) Key charges are allowed when container access requires the driver to carry a key and unlock a lock to empty the container. Key charges do not apply if a customer's lock is left in the unlocked position. 2) Enclosure charges are allowed when collection requires removing a container from an enclosure and replacing it when emptied. 3) Gate service charges are allowed when collection requires opening a closed or locked gate in order to access a container. 4) Long walk charges are allowed when a container is placed further than 10 feet from where the collection vehicle has access. 5) Charges for key, enclosure, gate, and long walk service are not cumulative pickup charges.

The contractor's service fees for a customer requiring one or more of the special services will be a maximum service fee (as specified in the table above) as adjusted for CPI, per pickup for any combination of the four service categories. 6) Dismount and Push Charges are allowed when container service requires the driver to dismount and push the container from a fixed position and return it to the same position after service.

Additional One Time Front-Load Commercial Charges:

Overloaded Container for First Cubic Yard, No Dismount Required $48.87 Overloaded Container for Each Cubic Yard in excess of 1, No Dismount Required $39.74 Additional Pickup, 2 Cubic Yard Bin $165.87
Additional Pickup, 3 Cubic Yard Bin $214.22
Additional Pickup, 4 Cubic Yard Bin $261.94
Additional Pickup, 6 Cubic Yard Bin $355.09
Additional Pickup, 8 Cubic Yard Bin $444.43
Additional Trip to Customer Location at Customer Request $49.19 Replacement Lock and Key $46.78
Contamination (less than 4 yards of weekly service) $106.91 Contamination (4 or more yards of weekly service) $160.37 Note: Additional disposal fees for non-standard items (box springs, tires, televisions, etc.) in which Republic Services is charged by the designated transfer station or landfill will be passed on to the customer when it is possible to identify the customer in violation.

Recycle Services:

Standard Weekly Commercial Services: Monthly Rate
20 Gallon Recycle Cart, 1 Pickup per Week $29.60
32 Gallon Recycle Cart, 1 Pickup per Week $47.41
64 Gallon Recycle Cart, 1 Pickup per Week $60.54
96 Gallon Recycle Cart, 1 Pickup per Week $73.30
96 Gallon Recycle Cart, 2 Pickups per Week $142.80
96 Gallon Recycle Cart, 3 Pickups per Week $270.52
96 Gallon Recycle Cart, 4 Pickups per Week $354.13
96 Gallon Recycle Cart, 5 Pickups per Week $417.52
1 Cubic Yard Recycle Bin, 1 Pickup per Week $292.06
2 Cubic Yard Recycle Bin, 1 Pickup per Week $349.80
3 Cubic Yard Recycle Bin, 1 Pickup per Week $412.87
4 Cubic Yard Recycle Bin, 1 Pickup per Week $473.60
6 Cubic Yard Recycle Bin, 1 Pickup per Week $586.94
8 Cubic Yard Recycle Bin, 1 Pickup per Week $696.94
1 Cubic Yard Recycle Bin, 2 Pickup per Week $477.21
2 Cubic Yard Recycle Bin, 2 Pickups per Week $584.25
3 Cubic Yard Recycle Bin, 2 Pickups per Week $695.34
4 Cubic Yard Recycle Bin, 2 Pickups per Week $805.38
6 Cubic Yard Recycle Bin, 2 Pickups per Week $1,035.80
8 Cubic Yard Recycle Bin, 2 Pickups per Week $1,246.32
1 Cubic Yard Recycle Bin, 3 Pickups per Week $681.16
2 Cubic Yard Recycle Bin, 3 Pickups per Week $837.57
3 Cubic Yard Recycle Bin, 3 Pickups per Week $1,018.23
4 Cubic Yard Recycle Bin, 3 Pickups per Week $1,157.36
6 Cubic Yard Recycle Bin, 3 Pickups per Week $1,486.44
8 Cubic Yard Recycle Bin, 3 Pickups per Week $1,795.36
1 Cubic Yard Recycle Bin, 4 Pickups per Week $885.14
2 Cubic Yard Recycle Bin, 4 Pickups per Week $1,090.86
3 Cubic Yard Recycle Bin, 4 Pickups per Week $1,300.59
4 Cubic Yard Recycle Bin, 4 Pickups per Week $1,509.36
6 Cubic Yard Recycle Bin, 4 Pickups per Week $1,937.17
8 Cubic Yard Recycle Bin, 4 Pickups per Week $2,345.04
1 Cubic Yard Recycle Bin, 5 Pickups per Week $1,089.15
2 Cubic Yard Recycle Bin, 5 Pickups per Week $1,344.15
3 Cubic Yard Recycle Bin, 5 Pickups per Week $1,615.49
4 Cubic Yard Recycle Bin, 5 Pickups per Week $1,861.26
6 Cubic Yard Recycle Bin, 5 Pickups per Week $2,387.93
8 Cubic Yard Recycle Bin, 5 Pickups per Week $2,894.47
Additional Weekly Front-Load Commercial Services: Monthly Rate Dismount and Push Charge per Bin Serviced Per Week $8.83 Key Charge per Bin Serviced per Week $10.50
Enclosure Charge per Bin Serviced per Week $11.65
Gate Service Charge per Bin Serviced per Week $11.65
Long Walk per Bin Serviced per Week $27.72
Maximum Additional Weekly Charges per Bin Serviced per Week $34.84 Scout Truck (Container Truck) container pull out $51.35 Per Yard surcharge for customers pre-compacting trash. $50.93 Note: 1) Key charges are allowed when container access requires the driver to carry a key and unlock a lock to empty the container. Key charges do not apply if a customer's lock is left in the unlocked position. 2) Enclosure charges are allowed when collection requires removing a container from an enclosure and replacing it when emptied. 3) Gate service charges are allowed when collection requires opening a closed or locked gate in order to access a container. 4) Long walk charges are allowed when a container is placed further than 10 feet from where the collection vehicle has access. 5) Charges for key, enclosure, gate, and long walk service are not cumulative pickup charges.

Additional One Time Front-Load Commercial Charges:

Overloaded Container Per Cubic Yard $41.78
Additional Pickup, 2 Cubic Yard Bin $91.94
Additional Pickup, 3 Cubic Yard Bin $103.33
Additional Pickup, 4 Cubic Yard Bin $114.09
Additional Pickup, 6 Cubic Yard Bin $133.32
Additional Pickup, 8 Cubic Yard Bin $148.74
Additional Trip to Customer Location at Customer Request $49.19 Replacement Lock and Key $46.78
Contamination (less than 4 yards of weekly service) $106.91 Contamination (4 or more yards of weekly service) $160.37 Note: Additional disposal fees for non-standard items (box springs, tires, televisions, etc.) in which Republic Services is charged by the designated transfer station or landfill will be passed on to the customer when it is possible to identify the customer in violation.

Organic Waste Services:

Standard Weekly food waste Services: Monthly Rate
32 Gallon Organics Cart, 1 Pickup per Week $54.73
32 Gallon Organics Cart, 2 Pickups per Week $109.45
32 Gallon Organics Cart, 3 Pickups per Week $164.15
32 Gallon Organics Cart, 4 Pickups per Week $218.88
32 Gallon Organics Cart, 5 Pickups per Week $273.58
64 Gallon Organics Cart, 1 Pickup per Week $73.21
64 Gallon Organics Cart, 2 Pickups per Week $146.39
64 Gallon Organics Cart, 3 Pickups per Week $219.61
64 Gallon Organics Cart, 4 Pickups per Week $292.82
64 Gallon Organics Cart, 5 Pickups per Week $366.02
96 Gallon Organics Cart, 1 Pickup per Week $96.52
96 Gallon Organics Cart, 2 Pickups per Week $188.05
96 Gallon Organics Cart, 3 Pickups per Week $355.71
96 Gallon Organics Cart, 4 Pickups per Week $465.71
96 Gallon Organics Cart, 5 Pickups per Week $549.25
1 YD, 1 Pickup per Week $382.03
1 YD, 2 Pickup per Week $624.05
1 YD, 3 Pickup per Week $890.75
1 YD, 4 Pickup per Week $1,162.96
1 YD, 5 Pickup per Week $1,431.11
2 YD, 1 Pickup per Week $457.17
2 YD, 2 Pickup per Week $763.53
2 YD, 3 Pickup per Week $1,094.40
2 YD, 4 Pickup per Week $1,437.44
2 YD, 5 Pickup per Week $1,771.40
3 YD, 1 Pickup per Week $544.00
3 YD, 2 Pickup per Week $917.49
3 YD, 3 Pickup per Week $1,343.84
3 YD, 4 Pickup per Week $1,717.17
3 YD, 5 Pickup per Week $2,133.06
Additional Weekly Front-Load food waste Services: Monthly Rate Dismount and Push Charge per Bin Serviced Per Week $8.83 Key Charge per Bin Serviced per Week $10.50
Enclosure Charge per Bin Serviced per Week $11.65
Gate Service Charge per Bin Serviced per Week $11.65
Long Walk per Bin Serviced per Week $27.72
Maximum Additional Weekly Charges per Bin Serviced per Week $34.84 Scout Truck (Container Truck) container pull out $51.35 Per Yard surcharge for customers pre-compacting trash. $50.98 Note: 1) Key charges are allowed when container access requires the driver to carry a key and unlock a lock to empty the container. Key charges do not apply if a customer's lock is left in the unlocked position. 2) Enclosure charges are allowed when collection requires removing a container from an enclosure and replacing it when emptied. 3) Gate service charges are allowed when collection requires opening a closed or locked gate in order to access a container. 4) Long walk charges are allowed when a container is placed further than 10 feet from where the collection vehicle has access. 5) Charges for key, enclosure, gate, and long walk service are not cumulative pickup charges.

Multi Family Services:

Standard Weekly Multi Family Services: Monthly Rate
20 Gallon Garbage Cart - Multi Family Curbside7, 1 Pickup per Week $30.20 32 Gallon Garbage Cart - Multi Family Curbside7, 1 Pickup per Week $34.87 64 Gallon Garbage Cart - Multi Family Curbside7, 1 Pickup per Week $47.63 96 Gallon Garbage Cart - Multi Family Curbside7, 1 Pickup per Week $62.48 20 Gallon Garbage Cart - Multi Family Consolidated Collection8, 1 Pickup per Week $34.23 32 Gallon Garbage Cart - Multi Family Consolidated Collection8, 1 Pickup per Week $54.11 64 Gallon Garbage Cart - Multi Family Consolidated Collection8, 1 Pickup per Week $68.88 96 Gallon Garbage Cart - Multi Family Consolidated Collection8, 1 Pickup per Week $83.23 20 Gallon Garbage Cart, 1 Pickup per Week $38.85
32 Gallon Garbage Cart, 1 Pickup per Week $62.24
64 Gallon Garbage Cart, 1 Pickup per Week $79.64
96 Gallon Garbage Cart, 1 Pickup per Week $96.55
96 Gallon Garbage Cart, 2 Pickups per Week $188.11
96 Gallon Garbage Cart, 3 Pickups per Week $355.80
96 Gallon Garbage Cart, 4 Pickups per Week $465.83
96 Gallon Garbage Cart, 5 Pickups per Week $549.41
96 Gallon Garbage Cart, 6 Pickups per Week $659.22
1 Cubic Yard Garbage Bin, 1 Pickup per Week $383.36
2 Cubic Yard Garbage Bin, 1 Pickup per Week $460.30
3 Cubic Yard Garbage Bin, 1 Pickup per Week $544.20
4 Cubic Yard Garbage Bin, 1 Pickup per Week $625.05
6 Cubic Yard Garbage Bin, 1 Pickup per Week $776.13
8 Cubic Yard Garbage Bin, 1 Pickup per Week $922.84
1 Cubic Yard Garbage Bin, 2 Pickups per Week $626.92
2 Cubic Yard Garbage Bin, 2 Pickups per Week $769.76
3 Cubic Yard Garbage Bin, 2 Pickups per Week $917.88
4 Cubic Yard Garbage Bin, 2 Pickups per Week $1,064.65
6 Cubic Yard Garbage Bin, 2 Pickups per Week $1,371.68
8 Cubic Yard Garbage Bin, 2 Pickups per Week $1,652.72
1 Cubic Yard Garbage Bin, 3 Pickups per Week $895.04
2 Cubic Yard Garbage Bin, 3 Pickups per Week $1,103.87
3 Cubic Yard Garbage Bin, 3 Pickups per Week $1,344.43
4 Cubic Yard Garbage Bin, 3 Pickups per Week $1,530.65
6 Cubic Yard Garbage Bin, 3 Pickups per Week $1,969.60
8 Cubic Yard Garbage Bin, 3 Pickups per Week $2,382.59
1 Cubic Yard Garbage Bin, 4 Pickups per Week $1,163.22
2 Cubic Yard Garbage Bin, 4 Pickups per Week $1,437.96
3 Cubic Yard Garbage Bin, 4 Pickups per Week $1,717.96
4 Cubic Yard Garbage Bin, 4 Pickups per Week $1,996.69
6 Cubic Yard Garbage Bin, 4 Pickups per Week $2,567.60
8 Cubic Yard Garbage Bin, 4 Pickups per Week $3,112.42
1 Cubic Yard Garbage Bin, 5 Pickups per Week $1,431.44
2 Cubic Yard Garbage Bin, 5 Pickups per Week $1,772.05
3 Cubic Yard Garbage Bin, 5 Pickups per Week $2,134.05
4 Cubic Yard Garbage Bin, 5 Pickups per Week $2,462.59
6 Cubic Yard Garbage Bin, 5 Pickups per Week $3,165.64
8 Cubic Yard Garbage Bin, 5 Pickups per Week $3,842.36
1 Cubic Yard Garbage Bin, 6 Pickups per Week $1,699.42
2 Cubic Yard Garbage Bin, 6 Pickups per Week $2,106.18
3 Cubic Yard Garbage Bin, 6 Pickups per Week $2,518.06
4 Cubic Yard Garbage Bin, 6 Pickups per Week $2,928.84
6 Cubic Yard Garbage Bin, 6 Pickups per Week $3,763.63
8 Cubic Yard Garbage Bin, 6 Pickups per Week $4,572.28
2 Cubic Yard Front Load Compactor, 1 Pickup per Week $508.19 2 Cubic Yard Front Load Compactor, 2 Pickups per Week $924.09 2 Cubic Yard Front Load Compactor, 3 Pickups per Week $1,353.12 2 Cubic Yard Front Load Compactor, 4 Pickups per Week $1,782.21 2 Cubic Yard Front Load Compactor, 5 Pickups per Week $2,210.95 2 Cubic Yard Front Load Compactor, 6 Pickups per Week $2,640.29 3 Cubic Yard Front Load Compactor, 1 Pickup per Week $837.99 3 Cubic Yard Front Load Compactor, 2 Pickups per Week $1,505.48 3 Cubic Yard Front Load Compactor, 3 Pickups per Week $2,225.83 3 Cubic Yard Front Load Compactor, 4 Pickups per Week $2,893.31 3 Cubic Yard Front Load Compactor, 5 Pickups per Week $3,603.04 3 Cubic Yard Front Load Compactor, 6 Pickups per Week $4,280.95 4 Cubic Yard Front Load Compactor, 1 Pickup per Week $1,016.80 4 Cubic Yard Front Load Compactor, 2 Pickups per Week $1,848.13 4 Cubic Yard Front Load Compactor, 3 Pickups per Week $2,705.93 4 Cubic Yard Front Load Compactor, 4 Pickups per Week $3,563.82 4 Cubic Yard Front Load Compactor, 5 Pickups per Week $4,421.12 4 Cubic Yard Front Load Compactor, 6 Pickups per Week $5,279.34 Note: Front-load compactors will not be provided by Republic Services. Customers will be required to purchase the compactor.
7) Applies to only Multi-Family customers where individual dwelling units are serviced identically to Residential Services, where carts are serviced curbside by an automated side loader, and drivers are not required to exit the collection vehicle. The determination of Multi-Family Curbside customers is the sole discretion of the Contractor. 8) Applies to Multi-Family Customers utilizing cart-only services as of June 30, 2022, and cannot be serviced identically to Residential Services. After June 30, 2022, the application of Multi-Family Consolidated Collection rates for new customers or customers requesting service changes is the sole discretion of the Contractor.

Additional Weekly Front-Load Multi Family Services: Monthly Rate Dismount and Push Charge per Bin Serviced Per Week $8.83 Key Charge per Bin Serviced per Week $10.50
Enclosure Charge per Bin Serviced per Week $11.65
Gate Service Charge per Bin Serviced per Week $11.65
Long Walk per Bin Serviced per Week $27.72
Maximum Additional Weekly Charges per Bin Serviced per Week $34.84 Scout Truck (Container Truck) container pull out $51.35 Per Yard surcharge for customers pre-compacting trash. $50.93 Note: 1) Key charges are allowed when container access requires the driver to carry a key and unlock a lock to empty the container. Key charges do not apply if a customer's lock is left in the unlocked position. 2) Enclosure charges are allowed when collection requires removing a container from an enclosure and replacing it when emptied. 3) Gate service charges are allowed when collection requires opening a closed or locked gate in order to access a container. 4) Long walk charges are allowed when a container is placed further than 10 feet from where the collection vehicle has access. 5) Charges for key, enclosure, gate, and long walk service are not cumulative pickup charges.

Additional One Time Front-Load Multi Family Charges:

Overloaded Container for First Cubic Yard, No Dismount Required $49.61 Overloaded Container for Each Cubic Yard in excess of 1, No Dismount Required $39.74 Additional Pickup, 2 Cubic Yard Bin $165.87
Additional Pickup, 3 Cubic Yard Bin $214.22
Additional Pickup, 4 Cubic Yard Bin $261.94
Additional Pickup, 6 Cubic Yard Bin $355.09
Additional Pickup, 8 Cubic Yard Bin $444.43
Additional Trip to Customer Location at Customer Request $49.19 Replacement Lock and Key $46.78
Contamination (less than 4 yards of weekly service) $106.91 Contamination (4 or more yards of weekly service) $160.37 Note: Additional disposal fees for non-standard items (box springs, tires, televisions, etc.) in which Republic Services is charged by the designated transfer station or landfill will be passed on to the customer when it is possible to identify the customer in violation.

Recycle Services:

Standard Weekly Multi Family Services: Monthly Rate
20 Gallon Recycle Cart, 1 Pickup per Week $25.13
32 Gallon Recycle Cart, 1 Pickup per Week $40.26
64 Gallon Recycle Cart, 1 Pickup per Week $51.38
96 Gallon Recycle Cart, 1 Pickup per Week $62.19
96 Gallon Recycle Cart, 2 Pickups per Week $121.15
96 Gallon Recycle Cart, 3 Pickups per Week $229.58
96 Gallon Recycle Cart, 4 Pickups per Week $300.54
96 Gallon Recycle Cart, 5 Pickups per Week $354.30
1 Cubic Yard Recycle Bin, 1 Pickup per Week $248.00
2 Cubic Yard Recycle Bin, 1 Pickup per Week $296.83
3 Cubic Yard Recycle Bin, 1 Pickup per Week $350.19
4 Cubic Yard Recycle Bin, 1 Pickup per Week $401.56
6 Cubic Yard Recycle Bin, 1 Pickup per Week $497.41
8 Cubic Yard Recycle Bin, 1 Pickup per Week $590.41
1 Cubic Yard Recycle Bin, 2 Pickup per Week $405.14
2 Cubic Yard Recycle Bin, 2 Pickups per Week $495.62
3 Cubic Yard Recycle Bin, 2 Pickups per Week $589.54
4 Cubic Yard Recycle Bin, 2 Pickups per Week $682.58
6 Cubic Yard Recycle Bin, 2 Pickups per Week $877.44
8 Cubic Yard Recycle Bin, 2 Pickups per Week $1,055.40
1 Cubic Yard Recycle Bin, 3 Pickups per Week $578.24
2 Cubic Yard Recycle Bin, 3 Pickups per Week $710.44
3 Cubic Yard Recycle Bin, 3 Pickups per Week $863.26
4 Cubic Yard Recycle Bin, 3 Pickups per Week $980.77
6 Cubic Yard Recycle Bin, 3 Pickups per Week $1,259.00
8 Cubic Yard Recycle Bin, 3 Pickups per Week $1,520.08
1 Cubic Yard Recycle Bin, 4 Pickups per Week $751.37
2 Cubic Yard Recycle Bin, 4 Pickups per Week $925.24
3 Cubic Yard Recycle Bin, 4 Pickups per Week $1,102.52
4 Cubic Yard Recycle Bin, 4 Pickups per Week $1,278.97
6 Cubic Yard Recycle Bin, 4 Pickups per Week $1,640.63
8 Cubic Yard Recycle Bin, 4 Pickups per Week $1,985.32
1 Cubic Yard Recycle Bin, 5 Pickups per Week $924.53
2 Cubic Yard Recycle Bin, 5 Pickups per Week $1,140.04
3 Cubic Yard Recycle Bin, 5 Pickups per Week $1,369.44
4 Cubic Yard Recycle Bin, 5 Pickups per Week $1,577.09
6 Cubic Yard Recycle Bin, 5 Pickups per Week $2,022.28
8 Cubic Yard Recycle Bin, 5 Pickups per Week $2,450.35
Additional Weekly Front-Load Multi Family Services: Monthly Rate Dismount and Push Charge per Bin Serviced Per Week $8.83 Key Charge per Bin Serviced per Week $10.50
Enclosure Charge per Bin Serviced per Week $11.65
Gate Service Charge per Bin Serviced per Week $11.65
Long Walk per Bin Serviced per Week $27.72
Maximum Additional Weekly Charges per Bin Serviced per Week $34.84 Scout Truck (Container Truck) container pull out $51.35 Per Yard surcharge for customers pre-compacting trash. $50.93 Note: 1) Key charges are allowed when container access requires the driver to carry a key and unlock a lock to empty the container. Key charges do not apply if a customer's lock is left in the unlocked position. 2) Enclosure charges are allowed when collection requires removing a container from an enclosure and replacing it when emptied. 3) Gate service charges are allowed when collection requires opening a closed or locked gate in order to access a container. 4) Long walk charges are allowed when a container is placed further than 10 feet from where the collection vehicle has access. 5) Charges for key, enclosure, gate, and long walk service are not cumulative pickup charges.

Additional One Time Front-Load Multi Family Charges:

Overloaded Container Per Cubic Yard $35.26
Additional Pickup, 2 Cubic Yard Bin $77.65
Additional Pickup, 3 Cubic Yard Bin $87.09
Additional Pickup, 4 Cubic Yard Bin $95.98
Additional Pickup, 6 Cubic Yard Bin $111.83
Additional Pickup, 8 Cubic Yard Bin $124.44
Additional Trip to Customer Location at Customer Request $41.81 Replacement Lock and Key $39.76
Contamination (less than 4 yards of weekly service) $90.88 Contamination (4 or more yards of weekly service) $136.32 Note: Additional disposal fees for non-standard items (box springs, tires, televisions, etc.) in which Republic Services is charged by the designated transfer station or landfill will be passed on to the customer when it is possible to identify the customer in violation.

Organic Waste Services:

Roll-Off Services:

Standard Roll-Off Services: Per Pull Service Fee
C&D Open Top Debris Boxes (10 yard, 15 yard, 20 yard, 30 yard, 40 yard) $364.85 Open Top Debris Boxes (10 yard, 15 yard, 20 yard, 30 yard, 40 yard) $364.85 Closed Top Debris Boxes (10 yard, 15 yard, 20 yard, 30 yard, 40 yard) $422.08 Roll-Off Compactors (Up to 10 Ton Legal Limit for our Trucks) $479.48 Self-Contained Roll-Off Compactors (Up to 10 Ton Legal Limit for our Trucks) $522.53 Note: 1) Service fees for Debris Boxes include five days usage. If the 5th day falls on Saturday, Sunday, or a Holiday in which Republic Services operations are closed, the Box will be picked up on the following weekday at no additional charge. 2) Roll-off compactors will not be provided by Republic Services. Customers will be required to purchase the compactor.

Additional Roll-Off Charges Per Ton Collected: Per Ton fee C&D Per Ton Rate $143.27
Garbage Per Ton Rate $166.96
Organics Per Ton Rate $144.63
Additional One Time Roll-Off Charges: Per Occurrence
Load Leveling Charge per 15 minutes (minimum 15 minutes) $32.22 Turn-away of Scheduled Service (Includes cancellation less than 24 hours, bin blocked or not ready) $64.43 Relocation of Box on Same Property $96.67
Additional Day for a Debris Box (Not to exceed a total of 7 days) $54.63 Minimum Lift/Demurrage (trash hauled 2x a month, ryc and C&D 1x a month otherwise fee charged) $200.46 Contamination $400.93
Delivery Fee $267.29
Late Payment Fees:

In accordance with National Corporate Policy and as approved by the state attorney general Republic Services will be incorporating a late payment fee equal to 1.5% of the outstanding balance or $5.00 which ever is greater.

REPUBLIC SERVICES GARBAGE
& RECYCLING RATES FY 24-25
Jamie Platz, PE
Senior Civil Engineer
Public Works Department
May 7, 2024
Basic 32-Gallon
Increase 4.18% ($1.40)
2024 Residential Rate Adjustment
Republic
Operations
AB 939 Fee
City Franchise
Fee

0.63%

2.33%

0.94%
Recycle

0.29%
2024 Commercial Rate Adjustment
1 x Week Basic 3-Yard
Increase 4.41% ($22.97)
Republic
Operations
City Franchise Fee
AB 939 Fees

1.13%

2.61%

0.66%
Summary of Rate Adjustment
Components
Typical Service Type Residential Commercial
Trash Service Level 32-Gallon 3-Cubic Yard
FY 23-24 Adjusted Rate $ 33.47 $ 521.23
Proposed Adjustments:

FY 24-25 Franchise Fee $ 0.21 $ 3.45
FY 24-25 SVSWA AB 939 Fees $ 0.31 $ 5.91
Disposal Portion $ $ -
Recycling Processing $ 0.10 $ -
Organics Processing $ $ -
C&D Processing $ - $ -
Collection Element (Hauler CPI 4.0%) $ 0.78 $ 13.61
FY 24-25 Proposed Monthly Rate $ 34.87 $ 544.20
Monthly Increase $ 1.40 $ 22.97
Percent Increase 4.18% 4.41%
2024 Multi-Family Rate Adjustment
Curbside Collection
2023 Rate $33.47
2024 Rate $34.87
$1.40 Increase 4.18% Increase
$0.21 Franchise Fee
$0.31 AB 939 Fee
$0.10 Recycle fee
$0.00 Organic Fee
$0.78 Collection
2024 Multi-Family Rate Adjustment
Consolidated Charges
3 Yard Garbage Bin
2023 Rate $521.23
2024 Rate $544.20
Increase $22.97 4.41% Increase
3 Yard Recycle
2023 Rate $336.20
2024 Rate $350.19
Increase $13.99 4.16% Increase
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#24-149, Version: 1
Pavement Management and Street Selection Policy
Approve a Resolution accepting the findings of the 2023 Pavement Management Program Update and approving the Pavement Management and Street Selection Policy.

City of Salinas Page 1 of 1 Printed on 5/3/2024
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CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: MAY 14, 2024
DEPARTMENT: PUBLIC WORKS
FROM: DAVID JACOBS, PE, PLS, DIRECTOR
BY: ADRIANA ROBLES, PE, CFM, CITY ENGINEER
TITLE: PAVEMENT MANAGEMENT AND STREET SELECTION
POLICY
RECOMMENDED MOTION:

A motion to accept the findings of the 2023 Pavement Management Program Update and approve a Resolution approving the Pavement Management and Street Selection Policy.

EXECUTIVE SUMMARY:

The city maintains approximately 292 miles of roadway pavement. Establishing a Pavement Management and Street Selection Policy is crucial to strategically distribute funding to address pavement deterioration. By allocating most of the funding to Major Streets, available funds can be used more effectively on roadways used by most users including residents, businesses, and visitors.

Following a two-phase process that incorporates Social Factors for Residential Street, prioritization will provide an equalization and socially conscious distribution of available pavement improvement funds to better address pavement needs.

BACKGROUND:

On August 18, 2020, the City Council approved a contract with Pavement Engineering Inc (PEI) for pavement condition surveys, updates to the StreetSaver Pavement Management Program (PMP) database, and pavement conditions reports (Resolution No. 21932) of the 292 centerline miles of roadway pavement maintained by the city. Public Works Engineering staff utilize the StreetSaver PMP for project-level pavement analysis for the creation of the annual pavement Capital Improvement Projects (CIPs). The StreetSaver PMP is also used as a budgeting and inventory tool, record keeping tool and pavement condition tracking tool.

In March 2021, PEI presented the findings of the PMP to City Council. The analysis from the PMP revealed that the replacement value of the city’s roadways would be approximately $1.1 billion dollars and a backlog of deferred maintenance of $169 million. The PMP indicated an overall average pavement condition index (PCI) of 55. PEI conducted an update of the pavement conditions analysis in Spring and Summer of 2023. The 2023 Pavement Management System Update now sets the overall average PCI at 53 or “Fair” (Attachment 2). Table 1 provides the PCI ranges and condition category.

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Table 1. PCI Range and Condition Category
Condition
Category:

Failed Poor Fair Good Excellent
PCI Range: 0-30 31-50 51-70 71-90 91-100
Figure 1. Pavement Deterioration Curve
A typical pavement deterioration curve is shown in Figure 1. Deterioration of pavement comes from age, use or fatigue, weather and maintenance. Vehicles circulating on roadways cause stress on the pavement. Over time this stress, compounded with environmental factors, maintenance, and the age of the pavement cause the pavement to begin to break apart, distort and unravel. Addressing pavement maintenance at the “critical point”, the point before the roadway deteriorates and repairs become more costly, is key to managing pavement more effectively, see Figure 2.

Figure 2. Critical Point Management
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Since the needs for roadway maintenance are so extensive and the funds limited, it is important for the City to establish a policy of how funding will be distributed to maximize the impact of the available funding. Establishing a Pavement Management and Street Selection Policy is a proactive approach to managing the pavement network. It lays the foundation for the methods and processes used for the selection of streets and treatments.

Street Selection – Distribution of Funds
To maximum the impact of the available funding, the policy proposes to divide available pavement funding into three categories: Major Streets, Residential Streets and Stop Gap/Maintenance.

Funding is proposed to be distributed with 60% of annual funding going to Major Streets, 30% to Residential Streets and 10% to Stop Gap/Maintenance efforts as shown in Figure 3.

Figure 3. Annual Pavement Funding Distribution
Focusing the majority of the pavement funding (60%) into the maintenance and improvements of Major Streets would allow for the greatest impact to be made on streets that have the highest vehicular use and network importance without entirely neglecting residential streets and providing emergency or stop gap type maintenance projects.

Street Selection – Major Streets
Major streets are comprised of all City arterial and collector streets. This category makes up approximately 43% of the entire city roadway network. These are the streets most heavily traveled throughout the city and used by residents, businesses, and visitors alike. Major streets form the backbone of the City roadway system. The street selection for Major Streets will be listed as a three-step process. Using the Street Saver program, staff will generate a PCI and Weighted Effectiveness Ratio (WER) for each Major Street segment. Street Saver performs a life-cycle cost analysis and assigns a WER to each street segment based on the next treatment cost and anticipated service life. Using Average Daily Traffic (ADT) data collected by the City, along with the PCI and WER, each Major Street will be given a Priority Score. The Major Streets Score Charts in Table 2 define how the PCI Score, ADT Score and WER Score would determine the Major Street Priority Score and ultimately the priority list for Major Streets pavement projects. This method of scoring gives the highest score to the street segments that are most “at-risk” of deteriorating to a point where the right treatment is no longer a maintenance treatment, but instead a rehabilitation treatment, making the effort more costly.

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Table 2. Major Streets Score Charts
Street Selection – Residential Streets1
Residential Streets make up approximately 55% of the city roadway network. The strategy for addressing pavement maintenance of Residential Streets is proposed as a two-phase approach. As recommended by the Finance Committee at its April 9, 2024 meeting, Residential Streets will also incorporate social factors to address inequalities and hazards that may be amplified in residential streets. These social factors include curb accessibility, tree canopy cover, Disadvantaged Communities2, and poverty3.

Table 3. Residential Social Factors Score Charts
Accessibility Tree Canopy Cover
Disadvantaged
Community Poverty
Curb
Accessibility Score
Tree Canopy
Cover Score
Disadvantaged
Community Score
Poverty
percentile Score
from to from to Yes 5 from to
51% 60% 5 0% 5% 5 No 0 0% 20% 1
61% 70% 4 6% 10% 4 21% 40% 2
71% 80% 3 11% 15% 3 41% 60% 3
81% 90% 2 16% 20% 2 61% 80% 4
91% 100% 1 21% 25% 1 81% 100% 5
Social factors would be applied on a districtwide basis to residential street in both phases of prioritization to adjust the overall District Score. Data for social factors will be analyzed every five years. Data for Disadvantaged Communities and Poverty will be based on state published data.

Curb Accessibility and Tree Canopy Cover will be based on City GIS data.

1 Street Selection of Residential Streets does not include streets that are maintained by a Maintenance District. 2 Disadvantaged Communities are based on CalEPA map for SB 535. 3 Poverty is based on census track data provided by the California Communities Environmental Health Screening Tool (CalEnviroScreen).

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Phase 1 is intended to equalize or level the PCIs of each council district, making the condition of Residential Streets in all council districts similar, if not equal, based on a weighted PCI and social factor score (District Score). The weighted average PCI for each District as of April 2024 as follows:

District 1: 67.3 District 4: 44.7
District 2: 41.7 District 5: 39.9
District 3: 42.2 District 6: 58.5
Residential Streets in this phase will be prioritized based on the lowest overall District Score (weighted average PCI minus Social Factors score). Streets within the selected district would then be given a Priority Score based on the Residential Score Charts in Table 4.

Table 4. Residential Streets Score Charts – Phase One
Phase 2 of the Residential Streets selection strategy involves dividing available Residential Streets funds between the six council districts based on the percentage of pavement area within each district and applying the Social Factors. The percentage of pavement areas within each district as of April 2024 are:

District 1: 11% District 4: 14%
District 2: 12% District 5: 13%
District 3: 28% District 6: 22%
Distribution of funds would be based on the weight average score of pavement area and social factors score. The pavement area would contribute 80% of the weighted average and social factors would contribute 20% of the weighted average.

Residential streets would then be prioritized based on the PCI and WER, in Table 5, to determine the Residential Streets Priority Score within each District.

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Table 5. Residential Streets Score Charts – Phase Two
It is important to note that streets within maintenance districts that assess for pavement maintenance will be managed independently of the strategies identified given that funding within these districts is guaranteed and available. The goal for pavement maintenance within maintenance districts is to always be “Excellent”.

Stop-Gap/Maintenance
The budget allocation for the Stop-Gap/Maintenance is intended to be used for streets that need immediate localized maintenance outside of the prioritization list, as is the case with crack filling or pothole repairs. As identified in the Pavement Restoration: Pothole Repair Plan current pavement restoration strategies have not been effective. The proposed stop-gap/maintenance funding would be set aside for targeted implementation. This targeted implementation would be dedicated maintenance work in the fall for crack filling and in the spring for pothole repair.

Discussion:

Implementing a proactive approach to project planning and scheduling of pavement maintenance and rehabilitation contributes significantly to efficiency and cost effectiveness. The Strategies used to develop this Pavement Management and Street Selection Policy create an efficient, defined, and repeatable process for prioritizing streets for selection in a pavement maintenance and/or rehabilitation project while incorporating the goals of inclusion and equity into Residential Streets.

This policy will assist the City use a critical point management approach more effectively to manage pavement Citywide.

The Pavement Management and Street Selection Policy was presented to City Council on February 20, 2024. Council sent the item back for review and further analysis by the Finance Committee.

The Finance Committee at its April 9, 2024 meeting recommended approval of the policy requesting that the policy also incorporate social and health factors for residential streets. This policy incorporates curb accessibility, canopy tree cover, Disadvantaged Communities and poverty as the social factors. These factors take into account social and environmental factors which may contribute to quality of life.

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ADA compliance is a federal requirement for certain pavement projects. Roadways serve everyone, including people with disabilities. Incorporating accessibility as a social factor addresses inequities for less abled residents. Trees have been proven to improve quality of life by reducing the urban heat island effect and removing pollutants from the air that contribute to health problems.

In 2012, Senate Bill 535 required CalEPA to identify communities with the designation of Disadvantaged Communities4based on “geographic, socioeconomic, public health, and environmental hazard criteria”. Incorporating Disadvantaged Communities into the social factors allows for these designated communities to receive funding to address pavement inequalities.

Income can affect health when people cannot afford healthy living and working conditions, nutritious food, and necessary medical care. In 2021 the California Office of Environmental Health Hazard Assessment released a new version of the California Communities Environmental Health Screening Tool (CalEnviroScreen 4.0)5. CalEnviroScreen 4.0 identifies the percent of the population in California with incomes less than two times the federal poverty level. Incorporating poverty as a social factor allows districts with higher levels of poverty to prioritized.

Incorporating social factors allows equity to be included into the street selection process for residential streets. Applying an equity lens allows for analysis of the City’s streets through specific disparities or social factors to take a more holistic approach to pavement management.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

In addition, CEQA Guidelines Section 15061 includes the general rule that CEQA applies only to activities which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Because the proposed action and this matter have no potential to cause any effect on the environment, or because it falls within a category of activities excluded as projects pursuant to CEQA Guidelines section 15378, this matter is not a project. Because the matter does not cause a direct or foreseeable indirect physical change on or in the environment, this matter is not a project. Any subsequent discretionary projects resulting from this action will be assessed for CEQA applicability.

STRATEGIC PLAN INITIATIVE:

The Pavement Management and Street Selection Policy addresses the City Council's Goals of Infrastructure and Environmental Sustainability and Effective and Culturally Responsive Government by creating a strategic plan that addresses improving the condition of roadways in an equitable and effective manner.

4 SB 535 Disadvantaged Communities Map, https://oehha.ca.gov/calenviroscreen/sb535 5 CalEnviroScreen 4.0 Indicator Maps,
https://experience.arcgis.com/experience/ed5953d89038431dbf4f22ab9abfe40d/page/Indicators/?views=Poverty Page | 8
DEPARTMENTAL COORDINATION:

Departmental coordination will be required following approval of the policy between the Public Works Department and the Finance Department to better assess any available funding that may be used for roadway maintenance.

FISCAL AND SUSTAINABILITY IMPACT:

Approval of the Pavement Management and Street Selection Policy has no fiscal impact. The policy establishes how available funds budgeted as part of the City’s annual budget are distributed for pavement maintenance.

ATTACHMENTS:

Resolution
Attachment 1: Draft Pavement Management and Street Selection Policy Attachment 2: City of Salinas 2023 Pavement Management Program Update, Draft Report Attachment 3: City of Salinas Memorandum, Pavement Restoration: Pothole Repair Plan, July 31, 2023
RESOLUTION NO.____________(N.C.S.)
A RESOLUTION ACCEPTING THE FINDINGS OF THE 2023 PAVEMENT

MANAGEMENT PROGRAM UPDATE AND APPROVING

THE PAVEMENT MANAGEMENT AND STREET SELECTION POLICY
WHEREAS, in March 2021, the Pavement Management Program update report was presented to City Council and,
WHEREAS, findings from said report revealed a $1.1 billion dollar pavement replacement value and $169 million in deferred roadway pavement maintenance; and, WHEREAS, an updated roadway assessment was completed in the summer of 2023.

This assessment indicated an overall average Pavement Condition Index of 53; and, WHEREAS, the Pavement Management and Street Selection Policy creates an efficient, defined and repeatable process for prioritizing streets for pavement maintenance; and WHEREAS, the Pavement Management and Street Selection Policy was presented before Council on February 20, 2024. Council recommended review of the policy the Finance Committee; and
WHEREAS, the Finance Committee at its April 9, 2024 meeting recommended approval of the policy requesting that the policy also incorporate social and health factors for residential streets; and
WHEREAS, the policy incorporates curb accessibility, canopy tree cover, Disadvantaged Communities and poverty as social factors. These factors take into account social and environmental factors which may contribute to quality of life. The factors will be applied on a districtwide basis to residential streets in both phases of prioritization to adjust the overall District score; and
WHEREAS, addressing allocation of funds for Residential Streets in a two-phase approach provides for a more equitable distribution of funds that will equalize pavement condition through all districts; and
WHEREAS, staff has determined that the proposed policy is not a project as defined by the California Environmental Quality Act (CEQA Guidelines Section 15378).

NOW, THEREFORE, BE IT RESOLVED BY THE SALINAS CITY COUNCIL that the findings of the 2023 Pavement Management Program Update Draft Report are accepted; and
BE IT FURTHER RESOLVED that Pavement Management and Street Selection Policy is hereby approved.

PASSED AND APPROVED this 7
th day of May by the following vote:

YES:

NOES:

ABSENT: APPROVED:
______________________________
Kimbley Craig, Mayor
ATTEST:
_______________________________
Patricia M. Barajas, City Clerk
S a l i n a s S t r e e t S e l e c t i o n P o l i c y P a g e | 1 Pavement Management and
Street Selection Policy
A Pavement Management and Street Selection Policy is a proactive approach to managing a street pavement network. A Street Selection Policy lays the foundation for the methods and processes used to select streets for maintenance and rehabilitation projects. A Prioritization Plan can be developed following the Street Selection Policy, which specifies a prioritized list of street segments with an estimated treatment category and cost.

Pavement Management Principles
A Street Selection Policy should be based on correct pavement management principles consisting of applying the appropriate treatment to the roadway at the right time (Federal Highway Administration).

Applying the appropriate treatment at the right time results in lower pavement costs and improved overall pavement conditions.

The three most common approaches for managing pavements are Best First, Worst First, or Critical Point Pavement Management.

Best First Pavement Management strategy focuses maintenance and rehabilitation on the best streets in the system. Funds in this strategy are used on ensuring that streets in the “Very Good” and “Good” categories receive the required preventative maintenance to allow them to maintain that condition.

Worst First Pavement Management strategy focuses maintenance and rehabilitation on the worst streets in the system. Funds in this strategy are spent to reconstruct the “Failed” streets in an effort to bring all streets in the system above “Failed”.

Critical Point Pavement Management focuses maintenance and rehabilitation on streets above rather than below a critical pavement condition index (PCI). This approach is the most economical in the long run. This strategy requires addressing the streets that are on the verge of shifting from one condition category to another, as shown on Figure 2.

CONDITION
CATEGORY:

VERY GOOD GOOD FAIR POOR FAILED
PCI RANGE: 100 – 91 90 - 71 70 - 51 50 - 31 30 - 0
Figure 1. Pavement Condition Index Rating Scale
S a l i n a s S t r e e t S e l e c t i o n P o l i c y P a g e | 2 Figure 2. Critical Point Pavement Management Strategy
Street Selection Goals
The current average PCI for the City is 531. With unpredictable funding available for pavement projects, the task of setting a feasible PCI goal was unrealistic. The approach will then be to set street selection goals that focus funding on Major Streets, equity and inclusion in the distribution of funds on Residential Streets and focused maintenance to proactively address pavement maintenance.

Street selection goals are:
• Preserve investment in and continue to improve Major Streets (60% of annual funding) • Focus on improving Residential Streets (30% of annual funding) while including Social Factors that address equity and inclusion.
o Phase 1: Equalize Pavement Condition across City Council Districts o Phase 2: Equal distribution of funding across City Council Districts based on Pavement Area • Allocate Stopgap/Maintenance Funding (10% of Annual Funding) for immediate street maintenance/ repairs to be performed by City’s Streets Maintenance Crew Street Selection Approach
Care was taken to develop a policy that spreads funding for pavement improvements throughout the City while focusing on grouping streets that are near to each other into projects to maximize funding by saving on mobilization costs.

The plan utilizes the City’s StreetSaver pavement management program to identify street segments that are at a critical point and are strong candidates for pavement maintenance and rehabilitation. 1 City of Salinas 2023 Pavement Management Program Update, Draft Report, September 2023 Light Maintenance Treatment
Heavy Maintenance or,
Light Rehab Treatment
Heavy Rehab Treatment
Reconstruction
Treatment
S a l i n a s S t r e e t S e l e c t i o n P o l i c y P a g e | 3 Figure 3. Street Selection Flowchart
Prioritization Strategy
The annual budget amount would be divided into three different categories of pavement funding. 60% of the annual budget would be dedicated to the City’s “Major Streets” (arterials and collectors), 30% to “Residential Streets” (local), and 10% would be reserved for “Stopgap/Maintenance”. The overall strategy is illustrated in Figure 2.

Major Streets – The Major Streets are comprised of all the city’s arterial and collector street segments.

These are the streets that are most heavily traveled throughout the city, and used by every portion of the city’s residents, businesses, and visitors alike.

The Major Street selection strategy develops project street lists from a three-step process.

Step one uses the City’s StreetSaver® program to generate a Weighted Effectiveness Ratio (WER)2 and a PCI for each Major Street segment. StreetSaver® performs a life-cycle cost analysis and assigns a Weighted Effectiveness Ratio (WER) to each street segment based on the next treatment cost and 2 Weighted Effectiveness Ratio (WER): A ratio provided by StreetSaver that ranks the treatment cost and anticipated service life for a particular road segment. The higher the number the more cost effective the treatment will be.

S a l i n a s S t r e e t S e l e c t i o n P o l i c y P a g e | 4 anticipated service life. Using average daily traffic (ADT) 3 data collected by the City, each segment is
assigned a PCI Score, an ADT Score, and a WER Score.

Step two involves grouping the Major Street segments into project sized groups (approximately ¼ mile to ½ mile sections) based on pavement condition and estimated treatment. Once the groups are defined, weighted averages for the PCI Scores, ADT Scores, and WER Scores for each group need to be calculated.

Step three would then calculate the total Priority Score for each group, which is the sum of the PCI Score, ADT Score, and WER Score, and then sorting the groups by their priority score from highest to lowest.

Table 1. Major Street Score Charts defines how the PCI Score, ADT Score, and WER Score would be used to determine the Major Streets prioritization list.

Table 1. Major Streets Score Charts
For the PCI score the highest score goes to the segments in the 61-70 PCI range, then goes down the lower the PCI. The lowest scores are assigned to the highest PCI range. This method of scoring gives the highest score to the street segments that are most “at-risk” of deteriorating to a point where the right treatment is no longer a maintenance treatment, but instead is a rehabilitation treatment, which costs significantly more.

For the ADT Score and the WER Score, the higher the street segment’s ADT or WER, the higher the score meaning that the higher the traffic volumes (ADT) the higher score and likewise, the more effective the treatment, the higher the score.
3 Average Daily Traffic (ADT): The total traffic volume during a given time period, ranging from 2 to 364 consecutive days, divided by the number of days in that time period, and expressed in vehicles per day (vpd) from to from to from to
0 10 4 0 3,000 1 0 8,600 1
11 20 5 3,001 6,000 2 8,601 17,200 2
21 30 6 6,001 9,000 3 17,201 25,800 3
31 40 7 9,001 12,000 4 25,801 34,400 4
41 50 8 12,001 15,000 5 34,401 43,000 5
51 60 9 15,001 18,000 6 43,001 51,600 6
61 70 10 18,001 21,000 7 51,601 60,200 7
71 80 3 21,001 24,000 8 60,201 68,800 8
81 90 2 24,001 27,000 9 68,801 77,400 9
91 100 1 27,001 30,000 10 77,401 86,000 10
PCI Score ADT Score WER Score
Pavement Condition Index Average Daily Traffic Weighted Effectiveness Ratio PCI
SCORE
ADT
SCORE
WER
SCORE
S a l i n a s S t r e e t S e l e c t i o n P o l i c y P a g e | 5 Residential Streets – The street selection strategy for the Residential streets is a two phase approach that incorporates social factors to address inequalities and hazards that may be amplified in residential streets.

Social Factors – The 2022 City Council Strategic Plan identified Equity and Inclusion as a shared value for the City and provided a Strategic Goal of Infrastructure and Environmental Sustainability. Equity and Inclusion are essential considerations in various aspects of society, including infrastructure improvements.

These factors incorporate social factors to increase quality of life in a targeted manner to address equity and inclusion.
a. Accessibility - ADA compliance is a federal requirement for certain improvements. Roadways serve everyone, including people with disabilities. Including accessibility as a social factor addresses inequities for less abled residents by giving a higher social factor score to neighborhoods with limited curb access.
b. Tree Canopy Cover – Trees, and more specifically tree canopy, have been proven to improve quality of life by reducing the urban heat island effect and removing pollutants from the air that could contribute to health problems for residents. The City’s Urban Forest Management Plan (pending Council approval) identifies tree canopy inequities and provides a strategic plan for increasing the urban forest. This criterion would give neighborhoods with limited tree canopy a higher social factor score. c. Disadvantaged Communities - As required by SB 535, CalEPA developed a map identifying Disadvantaged Communities based on "geographic, socioeconomic, public health and environmental hazard criteria". SB 535 requires that state climate investments be targeted toward these communities.

This criterion would assign neighborhoods identified as Disadvantaged Communities a social factor score.
d. Poverty - Income can affect health when people cannot afford healthy living and working conditions, nutritious food, and necessary medical care. In 2021 the California Office of Environmental Health Hazard Assessment released a new version of the California Communities Environmental Health Screening Tool (CalEnviroScreen 4.0). CalEnviroScreen 4.0 identifies the percent of the population in California with incomes less than two times the federal poverty level. This criterion assigns a higher social factor score to neighborhoods with higher rates of poverty.

Table 2. Residential Social Factors Score Charts
Accessibility Tree Canopy Cover
Disadvantaged
Community Poverty
Curb
Accessibility Score
Tree Canopy
Cover Score
Disadvantaged
Community Score
Poverty
percentile Score
from to from to Yes 5 from to
51% 60% 5 0% 5% 5 No 0 0% 20% 1
61% 70% 4 6% 10% 4 21% 40% 2
71% 80% 3 11% 15% 3 41% 60% 3
81% 90% 2 16% 20% 2 61% 80% 4
91% 100% 1 21% 25% 1 81% 100% 5
Social factors would be applied on a districtwide basis to residential streets in both phases of prioritization to adjust the overall District Score. Data for social factors will be analyzed every five years. Data for Disadvantaged Communities and Poverty shall be based on state published data. Accessibility and Tree Canopy Cover will be based on City GIS data.

S a l i n a s S t r e e t S e l e c t i o n P o l i c y P a g e | 6 Phase 1 of the Residential Street Selection Plan was developed with the intention of equalizing, or leveling, the PCIs of each district. The Residential Phase 1 Street Selection Strategy develops priority street lists based on the weighted average PCI for each district and the district’s Residential Social Factors Score (District Score).

The weighted average PCI for each District as of April 2024 is as follows:

District 1: 67.3
District 2: 41.7
District 3: 42.2
• District 4: 44.7
• District 5: 39.9
• District 6: 58.5
The district with the lowest overall District Score (weighted average PCI minus Social Factors score) would be given priority for street selection until the weighted average PCI for each district is approximately equal.

The maximum score possible from social factors is 20. The streets within the selected district would then be prioritized based on their PCI and WER scores.

Table 3. Phase 1 Residential Streets Score Charts
Phase 1 of the Residential Street selection strategy would develop a priority street list from the prioritized district with the lowest overall District Score using a three-step process.

Step one uses the City’s StreetSaver® program to generate a PCI) and a Weighted Effectiveness Ratio (WER for each of the residential street segments within the selected district.

Step two assigns a PCI Score and WER Score (using the Table 3. Phase 1 Residential Streets Score Chart) for each street segment in the selected district .

Step three then calculates the Priority Score (the sum of the PCI Score and WER Score) for each street segment within the selected district, then sorts the streets by their Priority Score, from highest to lowest.

In this scenario, the street segments with the lowest PCI receive a higher PCI score. This would address street segments that have been neglected in prior strategies. from to from to
0 10 10 0 4,200 1
11 20 9 4,201 8,400 2
21 30 8 8,401 12,600 3
31 40 7 12,601 16,800 4
41 50 6 16,801 21,000 5
51 60 5 21,001 25,200 6
61 70 4 25,201 29,400 7
71 80 3 29,401 33,600 8
81 90 2 33,601 37,800 9
91 100 1 37,801 42,000 10
Alternative PCI Score WER Score
Weighted Effectiveness Ratio
Alternative PCI
SCORE
WER
SCORE
Pavement Condition Index
S a l i n a s S t r e e t S e l e c t i o n P o l i c y P a g e | 7 Phase 2 of the Residential Street Selection Plan involves dividing the available budget between the six council districts, based on the percentage of pavement area within each district and applying the Social Factors.

The percentage of pavement area as of April 2024 is as follows:
• District 1: 11%
• District 2: 12%
• District 3: 28%
• District 4: 14%
• District 5: 13%
• District 6: 22%
Distribution of funds would be based on a weighted average score of pavement area and social factors score. The pavement area contributes 80% of the weighted average and social factors contribute 20% of the weighted average.

After distribution of funds, Phase 2 of the Residential Street selection strategy develops priority street lists from a three-step process.

Step one uses the City’s StreetSaver® program to generate a Weighted Effectiveness Ratio (WER) and a PCI for each of the residential street segments within each district.

Step two assigns a PCI Score and WER Score, from the Residential Score Charts below, which is then used to calculate a Priority Score (the sum of the PCI Score and WER Score) for each street segment.

Step three then sorts the streets in each district by their Priority Score, from highest to lowest. This produces a separate priority list for each district.

Table 4. Phase 2 Residential Pavement Score Charts
Stopgap/Maintenance
The budget allocation for Stopgap/Maintenance is intended to be used for streets that need immediate street maintenance/repairs outside the Priority List, that can be performed by the City’s Street Maintenance Crew.
from to from to
0 10 4 0 4,200 1
11 20 5 4,201 8,400 2
21 30 6 8,401 12,600 3
31 40 7 12,601 16,800 4
41 50 8 16,801 21,000 5
51 60 9 21,001 25,200 6
61 70 10 25,201 29,400 7
71 80 3 29,401 33,600 8
81 90 2 33,601 37,800 9
91 100 1 37,801 42,000 10
PCI Score WER Score
Weighted Effectiveness Ratio
PCI
SCORE
WER
SCORE
Pavement Condition Index
S a l i n a s S t r e e t S e l e c t i o n P o l i c y P a g e | 8 Identified in the Pavement Restoration: Pothole Repair Plan4 current pavement restoration strategies have not been effective. The proposed stopgap/maintenance funding (10%) would be set aside for targeted implementation. This funding would be specifically used for crack sealing and pothole repair.

Implementation and use of stopgap/maintenance funding would be dedicated to four to six weeks of dedicated maintenance work beginning in the fall (September), prior to the start of the rainy season and cooler weather, to crack sealing of streets. Crack sealing would begin along Major Streets not scheduled for repair and move to Residential Streets. In the spring (April), following the rainy season, maintenance crews will dedicate four to six weeks to pothole repair. Pothole repair will following City Standard Plan 16 Trench Backfill and Surface Restoration.

Implementation
This policy has identified a strategy to improve roadway conditions without setting a specific PCI goal.

Overall success will be achieved based on funding dedicated to street maintenance and improvements and adherence to the strategies outlined. A five-year street list will be developed for Major Streets and Residential Streets based on the prioritization strategies defined in this plan assuming a minimum street pavement budget of $6 million per year. Streets selected for paving will be moved ahead or behind in the street list based on actual funds budgeted.

Street pavement condition will be assessed every three to four years through visual inspections. PCI will be updated annually using StreetSaver. Social factors will be analyzed every five years to guide the fiveyear street list consistent with the policy.

Summary
Implementing a proactive approach to project planning and scheduling of pavement maintenance and rehabilitation contributes significantly to efficiency and cost effectiveness. The Strategies used to develop this Pavement Management and Street Selection Policy create an efficient, defined, and repeatable process for prioritizing streets for selection in a pavement maintenance and/or rehabilitation project while incorporating the goals of inclusion and equity into Residential Streets. This policy will assist the City use a critical point management approach more effectively to manage pavement Citywide. 4 City of Salinas Memorandum, Pavement Restoration: Pothole Repair Plan, July 31, 2023.

You can ride on our reputation
Pavement Engineering Inc.
2023 Pavement Management
Program Update
Draft Report
September, 2023

CITY OF

SALINAS
The City of Salinas
2023 PMP Update
Table of Contents
Section Description
I. Executive Summary
Introduction
Work Performed
Findings
Budget Analysis
Conclusions and Recommendations
II. Background
Pavement Design Basics
Pavement Deterioration
Typical Pavement Defects
Pavement Maintenance Procedures
Pavement Rehabilitation Procedures
III. Pavement Management Program Specifics
Background (StreetSaver)
Program Assumptions
Program Inventory
Pavement Maintenance & Rehabilitation (M&R) Units Costs Annual Pavement Maintenance Rehabilitation Program
Visual Evaluations
Program Reports
Program Updates
IV. Reference Reports
Street List Alphabetical
Street List by PCI (High to Low)
Maps: 1. Current Pavement Condition

2. Functional Class

3. Current Pavement Condition (Good & Fair Only)
Appendix A Summarized System Information
Network Summary Statistics
Network Replacement Cost
Decision Tree
Appendix B Budget Scenarios
5 Year: Needs / Zero Budget
Increase PCI By 5
Maintain PCI
Current Funding
Increased Funding
10 Year: Target PCI’s (Arterials 75, Collectors 65)
Target PCI’s (Arterials 75, Collectors 65, Residentials 50) Appendix C Definitions
Section I
Executive Summary
Executive Summary P a g e | 1

EXECUTIVE SUMMARY
The City of Salinas currently maintains approximately 292 centerline miles of roads, or 62,289,734 square feet of pavement. The 292 miles of roads have an estimated replacement value of approximately $1.1 Billion, and a back log of deferred maintenance of $343 Million, as calculated by StreetSaver®.

Pavement Engineering Inc. (PEI) updated all the City’s Arterial, Collector, and Residential Streets in the City’s Pavement Management Program, using the Metropolitan Transportation Commission's (MTC) StreetSaver® program. The purpose of a Pavement Management Program is to track inventory, store work history and furnish budget estimates to optimize funding for improving the city’s pavement system.

INTRODUCTION
A Pavement Management Program has several distinctive uses:
 As a budgeting tool, a Pavement Management Program uses treatment costs that are based on recently bid projects, by the participating agency, so that budgets reflect historical costs for the area.
 As an inventory tool, a Pavement Management Program provides a quick and easy reference for pavement areas and use.
 As a pavement condition record, a Pavement Management Program provides age, load-related, non-load related and climate-related pavement condition and deterioration information. The Pavement Management Program uses pavement deterioration curves, based on nationwide research, which allow the program to predict a pavement’s future condition.

A Pavement Management Program is not capable of providing detailed engineering designs for a street. The Pavement Management Program instead helps the user identify candidate streets for potential repair and maintenance. Project level pavement analysis and engineering is an essential feature of future pavement maintenance and rehabilitation projects. Additional investigation, or project level analysis, can optimize the City’s pavement management dollars. Project level engineering examines the pavements in significantly more detail than the visual evaluation required for the Pavement Management Program Update and optimizes designs for all of the peculiar constraints of a set of project streets.

Executive Summary P a g e | 2

WORK PERFORMED
Pavement Distress Survey and Database Update
For this update, PEI performed inspections on all 291.96 centerline miles of citymaintained roadways. 51.19 centerline miles of Arterial streets, 46.59 centerline miles of Collector streets, and 194.16 centerline miles of Residential streets. Additionally, PEI reviewed 0.14 centerline miles of gravel roads, these 2 gravel segments are currently part of the City’s maintained road network, but pavement has not been installed. As part of our Pavement Management Program review, the segmentation of each street was examined. This resulted in some segments being split, or combined, as well as the reassignment of segment data to be in one of the six (6) City Council Districts. The Functional Classification of each segment was also review and compared to The California Road System (CRS) data that Caltrans maintains.

PEI measured the following distress types as part of our review: Alligator cracking (fatigue), Block cracking, Distortions, Longitudinal & Transverse cracking, Patching & Utility cuts, Rutting/ Depressions, Raveling, and Weathering. All the collected data was entered into the City’s StreetSaver® database. Field inspections were completed in March of 2023.

As part of our field review, all the streets were measured to confirm lengths and widths.

Lengths were measured using a vehicle-mounted electronic measuring device and widths were measured using a hand-held measuring wheel. Measurement discrepancies were tabulated and reviewed with the City to determine if corrections were needed.

PEI performed a quality control (QC) check on our work. PEI’s QC check consists of performing a field review of any street segment where the PCI showed a decrease of 3 or more points per year, or an increase of 1 PCI without a documented M&R treatment, when compared to the last inspection for the same road segment in the StreetSaver® database. Each segment in the QC process was visually reviewed to determine if the StreetSaver® calculated PCI was representative of the observed overall pavement condition for that road segment. Variations found were re-inspected by a Senior Engineering Technician, or the Project Manager, and the segments’ PCI was recalculated.

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FINDINGS
The updated Pavement Management Program showed that the City's overall average PCI is 53.

The breakdown by functional classification is as follows:

Functional
Classification
Centerline
Miles Lane Miles Area(sq. ft.)
Percent of
System
Average
PCI
Arterial 51.19 177.46 16,532,622 26.54% 62
Collector 46.59 106.97 10,432,527 16.75% 52
Residential 194.16 388.15 35,324,361 56.71% 49
Totals 291.94 672.57 62,289,510 100% 53
Refer to Map #2 in Section IV for a City Map by Functional Classification The breakdown by Condition Category and corresponding PCI range is shown below:

Condition Category Breakdown
Condition PCI Range Square Feet % Of Total
Excellent 91-100 1,322,813 2.12%
Good 71-90 16,615,184 26.67%
Fair 51-70 14,893,509 23.91%
Poor 31-50 17,475,772 28.06%
Failed 0-30 11,982,232 19.24%
Refer to Map #1 in Section IV for a City Map by PCI Condition Category The analysis shows that 50.6% of the City's pavements are in Good to Fair condition.

Details of each street segment are provided in Section IV: Reference Reports.

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The pie graph below shows the percentage of each functional classification, by area.

The bar graph below shows the City’s street system broken down into 10-point PCI ranges.

Arterials
16,532,622
26%
Collectors
10,432,527
17%
Residentials
35,324,361
57%
100-91 90-81 80-71 70-61 60-51 50-41 40-31 30-21 20-11 10-0 Area (SqFt)
PCI Range
Total System by Functional Class by 10 Point PCI Range
Arterials Collectors Residentials
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BUDGET ANALYSIS
StreetSaver® uses a decision tree to model the decision-making process that agencies follow to select a maintenance or rehabilitation strategy. The decision tree contains "branches" for each functional classification, surface type and condition category.

Jurisdictions can outline their maintenance and rehabilitation strategy by choosing a treatment for each branch.

StreetSaver® assigns a treatment action and estimated cost to each street segment based on the pavement's current PCI. The PCI range of 0 to 100 is broken down into five condition categories for budget calculation purposes. StreetSaver® default PCI breakpoints were used during the update of The City’s Pavement Management Program.

The breakpoints are as follows:

PCI BREAKPOINTS
Arterial Collector Residential
100 I 100 I 100 I
90 LIGHT MAINTENANCE
90 LIGHT MAINTENANCE
90 LIGHT MAINTENANCE
70 70 70 II III II III II III
(Non-Load) (Load) (Non-Load) (Load) (Non-Load) (Load)
HEAVY

MAINTENANCE
LIGHT
REHABILITATION. HEAVY

MAINTENANCE
LIGHT

REHABILITATION
HEAVY

MAINTENANCE
LIGHT

REHABILITATION
50 50 50 IV IV IV
HEAVY REHABILITATION. HEAVY REHABILITATION LIGHT REHABILITATION 25 25 25 V V V
0 RECONSTRUCT 0 RECONSTRUCT 0 RECONSTRUCT
The treatments listed in the decision tree are generalized to provide a range of treatments.

Typical treatments within each generalized treatment range are listed below. The exact treatment would need to be determined during the design phase of the project.

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Treatment Category Typical Treatment
Light Maintenance  Slurry Seal or Micro-Surface
 Fog Seal or Scrub Seal
Heavy Maintenance
 Chip Seal, Cape Seal
 Slurry Seal or Micro-Surface with Digouts
 Thin Maintenance Overlay (TMO)
Light Rehabilitation  Overlay (2” and under) or Thin Mill and Fill Heavy Rehabilitation
 Overlay (greater than 2”) or Thick Mill and Fill
 Cold-In-Place Recycling
 Full Depth Reclamation
 Pulverize and Resurfacing
Reconstruct  Full Section Reconstruction
Decision Tree Unit Prices
As a minimum, recent bid tabulations should be used to determine the appropriate unit costs for each general treatment category. Furthermore, the unit costs should be whole or complete costs and include other costs that may be incurred during the process of a pavement maintenance, or rehabilitation project. This ensures that the budget projections in StreetSaver® are conservative. First, a 15% increase was applied to account for curb ramp upgrades that may be triggered by a treatment. Then, an increase of 15% was applied to the unit cost to account for “Soft costs”, or items such as design, construction management, and materials testing. Additionally, an increase of 10% was applied to the unit costs as a general contingency. These all come together to form a more comprehensive unit cost for the selected treatments.

For the City of Salinas, the unit costs on the following table were used:

Treatment Arterial Collector Residential
Cost/ Sq Yd
Crack Seal ($$/LF) $1.56 $1.25 $1.25
Light Maintenance $5.63 $5.63 $5.63
Heavy Maintenance $13.86 $12.60 $12.60
Light Rehab $50.40 $44.10 $44.10
Heavy Rehab $104.71 $91.35 $75.60
Reconstruct $176.40 $163.80 $151.20
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For this update, PEI analyzed several scenarios, which are summarized below:

Budget Scenario Projections
PEI generated Five (5) scenario projections which are represented graphically below:

A summary of each of the scenario projections are as follows:

Scenario 1: Amount of funding estimated to fulfill the overall system Needs. ($354M for Year 1, Average $5.8M/Yr. for Years 2-5)
Scenario 2: Amount of funding estimated to Increase the system PCI by 5 (Average of $38.1 Million per Year)
Scenario 3: Amount of funding estimated to Maintain an overall system PCI of 53 (Average of $23.7 Million per Year)
Scenario 4: Projected system PCI with Current Funding of $11 million for FY 24 and $6 Million per Year for FY 25 – FY 28, Results in an seven (7) point PCI drop to 46.

Scenario 5: Represents the impact to the PCI if Zero dollars are spent

80 58
53 53
46 42
40 50
60 70
80 90
2023 2024 2025 2026 2027 2028
PCI Range
Year
5 Year Projections
(S1) System Needs
$354M Year 1,
Avg. $5.8M/Yr Years 2-5
(S2) Increase PCI by 5
Avg. $38.1M/Yr
(S3) Maintain 53 PCI
Avg. $23.7M/Yr
(S4) Current Funding
FY 24 $11M
FY25 to FY28 $6M/Yr
(S5) Zero Budget
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Additionally, we ran a 5-year scenario that showed the impact to the city’s PCI if the Current Funding amount was increased to $10 million per year for FY 25 and FY 26. The graph below compares that scenario to the Current Funding represented by Scenario 4.

Lastly, we ran 10-year scenarios (S7) and (S8). Scenario 7 shows the annual cost to reach a Target PCI of 75 for the City’s Arterial Streets and a Target PCI of 65 for the City’s Collector Streets, while not touching the Residentials. Scenario 8 shows the annual cost to reach those same PCI targets (75 for Arterials, and 65 for Collectors) while maintaining the residentials streets at their current PCI of 50 for that 10-year time frame. The graph below shows the effect this would have on the city’s overall PCI.

The full report for the various budget scenarios can be found in Appendix B. 47 53
46 40
45 50
55 60
2023 2024 2025 2026 2027 2028
PCI Range
Year
5 Year Projections
(S6) Increased Funding
FY 24 $11M
FY25&26 $10M/Yr
FY27&28 $6M/Yr
(S4) Current Funding
FY 24 $11M
FY25 to FY28 $6M/Yr
53 47
59 40
45 50
55 60
65 70
2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
PCI Range
Year
10 Year Projection
(S7) Target PCI's
Arterials Reach 75
Collectors Reach 65
Avg $20.5M/ Yr
(S8) Target PCI's
Arterials Reach 75
Collectors Reach 65
Residentials Maintain 50
Avg $32.7M/ Yr
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Budget Consequences
The following graph illustrates the consequence to the City’s overall weighted PCI and Deferred Maintenance Amount, based on the Current Funding scenario projection:

At the current funding level of $11 million for FY 24 and $6 million annually for FY 25 to FY 28, the PCI of the entire system will deteriorate from 53 to 46, an eight (7) PCI point drop over the next 5 years. In addition, the backlog of deferred maintenance inflates from $343 million to $481 million, an increase of 40%.

$343.6M
$380.8M
$425.1M
$457.5M
$481.2M
54 52
50 48
46 40
45 50
55 60
65 70
$-
$100.0
$200.0
$300.0
$400.0
$500.0
2024 2025 2026 2027 2028
PCI
Deferred Maintenance
($ Millions)
Year
Scenario 4 - Budget Consequences
Current Funding (FY 24 $11M, FY25 to FY28 $6M/Yr)
Deferred Maintenance Pavement Condition Index
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CONCLUSIONS AND RECOMMENDATIONS
This Executive Summary provides a review of the 2023 Pavement Management Program Update performed by PEI. PEI inspected all Arterial, Collector, and Residential road segments in the City of Salinas during the Winter of 2023. The average overall PCI for the City is 53. 50.6% of the City's pavement is in Good to Fair condition. To maintain the system at its current overall PCI of 53, the City will need to spend an estimated average of $23.7Million annually over the next 5 years. Maintaining the current funding level of $11 million for FY 24 and $6 million annually for FY 25 to FY 28, a seven (7) PCI point drop is expected over the next 5 years and will result in the PCI of the entire system to deteriorate from 53 to 46.

Moving forward, PEI recommends the City carefully evaluate the condition and service level desired of their street system. Especially, when considering the overall annual budget, it wants to commit to pavement maintenance and rehabilitation projects.

We recommend the City set priorities for
their pavements, based on a “Critical
Point” pavement management strategy.

Critical Point Management, focuses
maintenance and rehabilitation on
streets that are at a critical point on their
deterioration curve, where if the correct
treatment is applied it will keep the
pavement from falling into a condition
where the correct treatment is more
costly (see Section III for more details on pavement management strategies). This will generally mean that the streets being selected to be treated should come from each of the condition categories; Good, Fair, Poor, and Failed.

It will be important for the City to address the 50.6% of the overall system that currently have a PCI in the Good to Fair Condition category (refer to Map 3, in Section IV of the report). That 50.6% breaks down into 26.7% in the Good Category (PCI 90-71), and

23.9% in the Fair Category (PCI 70-51). The city has already invested in improving these streets and they now need to be maintained.

To maintain a healthy pavement network, it is imperative to keep the pavements that are in the Good Category (PCI 90-71) in that condition. These pavements are in a position where Strategic Maintenance Treatments will keep these pavements from falling from the Good category to the Fair category, where the cost to apply the right treatment goes from approx. $0.73 Sq./Ft. (average Light Maintenance treatment costs) to $3.3 Sq./Ft. (average of Heavy Maintenance and Light Rehab treatment costs).

Critical Point
Management selects
streets before they
deteriorate and need
the next most
expensive treatment.

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The pavements in the Fair Category (PCI 70-51) should be considered “At-Risk”. If these segments are left untreated, they will deteriorate and cause a large decrease of the overall Network condition. These Segments will require careful monitoring to ensure that maintenance treatments on these sections are performed before these sections fall into the next treatment category. This strategy would keep these pavements from falling into the Poor category, where the cost to apply the right treatment goes from approx. $3.30 Sq./Ft. (average between Heavy Maintenance and Light Rehab treatment costs) to $10.06 Sq./Ft. (average Heavy Rehab treatment cost).

To address the 28% of Street system that are in the Poor category will be key in the improvement of the overall network health and system PCI. This can be a financially daunting task, as the correct rehabilitation treatments for streets below 50 PCI are more costly than maintenance treatments, but when done right they will last much longer and be less expensive to maintain over time. In lieu of a significant increase in the pavement maintenance budget, it is recommended that the City attack the streets in the Poor category with aggressive Stop-Gap measures. This strategy will address the failed areas and keep those streets from joining the 19% of the system in the Failed Category, until suitable funding is secured to address the budget shortfall.

This Pavement Management Program will assist the City in its efforts to monitor treatments and track their effectiveness, as well as, help the City in setting future priorities and treatment policies. As the City maintains and updates its Pavement Management System, the program will become a valuable tool in its efforts to maximize performance and minimize the spending for pavements.

Section II
Background
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BACKGROUND
This section is intended to introduce important pavement design definitions and calculations as a background for understanding the Pavement Management Program (PMP) assumptions.

PAVEMENT DESIGN BASICS
Pavements are a structural support system generally considered to act like a beam. But unlike beams in buildings, which generally have static loads, the pavement structure is flexed many times from traffic loading. Cars and light trucks have little impact on the pavement structure. Larger/Heavier trucks have very significant impacts on the pavement due to the high axle weights. The impact of trucks is measured in equivalent single 18,000-pound axle loads (EALs). The total EALs are converted into a design Traffic Index (TI). As an example, a design TI of 5 is equal to 7,160 EALs. A Design TI of 8 is equal to 372,000 EALs. Therefore, the design TI is the total number of EALs that the pavement will support before it begins to fail, regardless of the passage of time. Normally for a new pavement, the EALs over a 20-year period are used. For rehabilitation treatments such as overlays, 10 years is generally used.

The other element of pavement design is the support of the beam. The support is provided by the sub-grade soils. The support value is designated by the R-value test.

Using the design TI and R-value, the pavement designer chooses various materials to construct the structural section. The most common pavement section is a thin layer of asphalt concrete over aggregate base(s). Many options are available depending on specific project requirements and conditions.

The Design Life of a pavement is the period of time that a pavement is engineered, or planned, to perform at a satisfactory level. The Service Life of a pavement is the actual amount of time that a pavement performs at that satisfactory level. The design methods used in California are based on a 50 percent reliability rate. So, the average service life, of all pavements constructed using those design procedures, will be the design life. This generally means that about half of the pavements will not last the full design life and the other half will last longer than the design life. Therefore, the expected service life of a pavement is generally expressed in a range of years. For a pavement with a 20-year design life, the expected service life of that pavement will be 17 to 23 years.

PAVEMENT DETERIORATION
Pavement deteriorates from two processes, Fatigue and Aging, which occur simultaneously. In a well-designed and constructed pavement, the two processes result in the need to rehabilitate the pavement at approximately the same time. This is called the design life. The design life for most new pavements is 20 years. Each deterioration process has its own set of pavement defects, which are related to the process.

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Fatigue
The first deterioration process, fatigue, is caused by heavy axle loads. As the pavement structure flexes or bends from heavy wheel loads, the asphalt concrete layer’s ability to flex is consumed. With enough bending, the asphalt concrete layer begins to break at the bottom. These cracks progress upward until they reach the surface and appear as alligator cracking. These areas are repaired by removal and replacement of the asphalt concrete in the affected areas. These repairs are commonly called digouts.

As the pavement structure, its supporting soils, and the precise loading from wheel loads vary, so does the time it takes for alligator cracking to appear. As alligator cracking appears, the pavement should be repaired with digouts. Generally, when the total cumulative quantity of digouts reaches approximately 10 percent, or more, of the total area, the pavement is considered to have reached its service life and requires major rehabilitation.

Aging
The major element of the pavement structure that ages is the asphalt concrete layer. To a minor extent, aggregate bases can age if contaminated by fine soil particles, which are transported from the subsoil into the aggregate base.

Asphalt Concrete (AC) pavement is composed of aggregates and asphalt binder. The aggregates used are generally of fair quality and will experience some breakdown over time. Aggregate aging problems need to be addressed with maintenance treatments. As the asphalt binder ages, it loses volume through the loss of volatile components in the asphalt. As the volume decreases, or shrinks, the pavement will progressively crack from the resulting tensile strain in the layer. Normally, these cracks first show up as transverse cracks. They also show up in weak areas, such as paving joints. These cracks widen and increase over time until the pavement has a checkerboard appearance.

The aging process also causes the pavement to become more brittle. The increased stiffness results in additional cracking from loaded vehicles. This load induced cracking from the brittleness of the asphalt concrete is very similar to fatigue cracking in appearance.

The major agent for deterioration of the asphalt concrete binder is oxygen, whose carrier is water. Water enters the pavement either from the surface or as water vapor from underneath.

TYPICAL PAVEMENT DEFECTS
StreetSaver® identifies eight different Asphalt Concrete distress types. These are:

1. Alligator Cracking (Fatigue)

2. Block Cracking

3. Distortions

4. Longitudinal and Transverse
Cracking

5. Patching and Utility Cut Patching

6. Rutting and Depression

7. Raveling

8. Weathering
B a c k g r o u n d P a g e | 3
These defects are common to virtually the entire pavement as aging progresses.

For purposes of understanding the levels of these distresses, the condition level descriptions from the ASTM D6433 “Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys” are included herein:

Alligator Cracking (Fatigue)
Description:

Alligator or fatigue cracking is a series of interconnecting cracks caused by fatigue failure of the asphalt concrete surface under repeated traffic loading. Cracking begins at the bottom of the asphalt surface (or stabilized base) where tensile stress and strain are highest under wheel load. The cracks propagate to the surface initially as a series of parallel longitudinal cracks. After repeated traffic loading, the cracks connect, forming many sided, sharp-angled pieces that develop a pattern resembling chicken wire or the skin of an alligator. The pieces are generally less than 0.6 m (2 ft) on the longest side.

Alligator cracking occurs only in areas subjected to repeated traffic loading, such as wheel paths. Therefore, it would not occur over an entire area unless the entire area were subject to traffic loading (pattern-type cracking that occurs over an entire area not subjected to loading is called “block cracking,” which is not a load-associated distress).

Severity Levels:

L Fine, longitudinal hairline cracks running parallel to each other with no, or only a few interconnecting cracks. The cracks are not spalled.

M Further development of light alligator cracks into a pattern or network of cracks that may be lightly spalled.

H Network or pattern cracking has progressed so that the pieces are well defined and spalled at the edges, with some pieces rocking under vehicle traffic.

Image 1: Alligator Cracking
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Block Cracking
Description:

Block cracks are interconnected cracks that divide the pavement into approximately rectangular pieces. The blocks may range in size from approximately 0.3 by 0.3 m (1 by 1 ft) to 3 by 3 m (10 by 10 ft). Block cracking is caused mainly by shrinkage of the asphalt concrete and daily temperature cycling (which results in daily stress/strain cycling). It is not load-associated. Block cracking usually indicates that the asphalt has hardened significantly. Block cracking normally occurs over a large portion of the pavement area, but sometimes will occur only in non-traffic areas. This type of distress differs from alligator cracking in that alligator cracks form smaller, many-sided pieces with sharp angles. Also, unlike block cracks, alligator cracks are caused by repeated traffic loadings and therefore found only in traffic areas (i.e., wheel paths).

Severity Levels: (*See definitions of longitudinal transverse cracking.) L Blocks are defined by low-severity* cracks.

M Blocks are defined by medium-severity* cracks.

H Blocks are defined by high-severity* cracks.

Image 2: Block Cracking
B a c k g r o u n d P a g e | 5
Distortions
Description:

Distortions are usually caused by corrugations, bumps, sags and shoving. They are localized abrupt upward or downward displacements in the pavement surface, a series of closely spaced ridges and valley or localized longitudinal displacements of the pavement surface. Distortions affect ride quality.

Severity Levels:

L Distortion produces vehicle vibrations, which are noticeable, but no reduction in speed is necessary for comfort or safety and/or individual distortions cause the vehicle to bounce slightly but create little discomfort.

M Distortion produces vehicle vibrations, which are significant, and some reduction in speed is necessary for safety and comfort.

H Distortion produces vehicle vibrations, which are so excessive that speed must be reduced considerably for safety and comfort.

Image 3: Distortions
B a c k g r o u n d P a g e | 6
Longitudinal and Transverse Cracking (Non-PCC Slab Joint Reflective) Description:

Longitudinal cracks are parallel to the pavement’s centerline or laydown direction. They may be caused by:

1. A poorly constructed paving lane joint.

2. Shrinkage of the AC surface due to low temperature or hardening of the asphalt and/or daily temperature cycling.

3. A reflective crack caused by cracking beneath the surface course, including crack in PCC slabs.

4. Decreased support or thickness near the edge of the pavement.

Transverse cracks extend across the pavement at approximately right angles to the pavement centerline or direction of laydown. These may be caused by conditions (2) and (3) above. These types of cracks are not usually load-associated.

Severity Levels:

L One of the following conditions exists:
(1) Non-filled crack where the width is less than 10 mm (3/8 in.) or (2) filled crack of any width, where crack filler in satisfactory condition.

M One of the following conditions exists:
(1) non-filled crack width is greater than or equal to 10 mm and less than 75 mm (3/8 to 3 in.)
(2) non-filled crack is less than or equal to 75 mm (3 in.) surrounded by light and random cracking, or
(3) filled crack is of any width surrounded by light random cracking.

H One of the following conditions exists:
(1) any crack filled or non-filled surrounded by medium or high severity random cracking,
(2) non-filled crack greater than 75 mm (3 in.) or
(3) A crack of any width where approximately 100 mm (4 in.) of pavement around the crack is severely broken.

Image 4: Longitudinal and Transverse Cracking
B a c k g r o u n d P a g e | 7
Patching and Utility Cut Patching
Description:

A patch is an area of pavement that has been replaced with new material to repair the existing pavement. A patch is considered a defect no matter how well it is performed (a patched area or adjacent area usually does not perform as well as an original pavement section). Generally, some roughness is associated with this distress.

Severity Levels:

L Patch is in good condition and satisfactory. Ride quality* is rated as low severity or better.

M Patch is moderately deteriorated and/or ride quality* is rated as medium severity.

H Patch is badly deteriorated and/or ride quality* is rated as high severity.

Needs replacement soon.
*Ride quality is defined in the severity levels of distortions.

Image 5: Patching and Utility Cut Patching
B a c k g r o u n d P a g e | 8
Rutting and Depressions
Description:

A rut is a surface depression in the wheel paths. Pavement uplift may occur along the sides of the rut, but in many instances, ruts are noticeable only after a rainfall when the paths are filled with water. Rutting stems from a permanent deformation in any of the pavement layers or sub-grades, usually caused by consolidated or lateral movement of the materials due to traffic load. Significant rutting can lead to major structural failure of the pavement.

Depressions are localized areas where the pavement structure is lower than the surrounding area, but the transition is not abrupt enough to be considered a distortion.

They are often referred to as “bird baths”.

Severity Levels: (Average Rut or Depression Depth)
L 1/2" to less than 1” (13 to 25mm).

M 1” to less than 2” (25 to 50mm).

H equal to or greater than 2” (over 50mm).

Image 6: Rutting and Depressions
B a c k g r o u n d P a g e | 9
Raveling
Description:

Raveling is the dislodging of coarse aggregate particles. Raveling may be caused by insufficient asphalt binder, poor mixture quality, insufficient compaction, segregation, or stripping.

Coarse aggregate refers to the predominant coarse aggregate size of the asphalt mix, and aggregate clusters refers to when more than one adjoining coarse aggregate piece is missing. If in doubt about a severity level, three representative areas of one square yard each (square meter) should be examined and the number of missing aggregate particles/clusters is counted.

Severity Levels:

M Considerable loss of coarse aggregate greater than 20 per square yard (square meter), and/ or clusters of missing coarse aggregate are present.

H Surface is rough and pitted, and it may be completely removed in places.

Image 7: Raveling
B a c k g r o u n d P a g e | 10
Weathering
Description:

Weathering is the wearing away of the asphalt binder and fine aggregate matrix.

Coarse aggregate refers to predominant coarse aggregate size of the asphalt mix. Loss or dislodging of coarse aggregate is covered under Raveling. Surface wear is normally caused by oxidation, inadequate compaction, insufficient asphalt content, excessive natural sand, surface water erosion, and traffic. Weathering occurs faster in areas with high solar radiation.

Severity Levels:

L Asphalt surface beginning to show signs of aging which may be accelerated by climatic conditions loss of fine aggregate mix is noticeable and may be accompanied by fading of the asphalt color. Edges of the aggregates are beginning to be exposed (less than 0.05 inches or 1 mm).

M Loss of the fine aggregate matrix is noticeable and the edges of the coarse aggregate have been exposed up to 1/4th of the width (of the longest side) of the coarse aggregate due to the loss of fine aggregate matrix.

H Edges of the coarse aggregate have been exposed greater than 1/4th of the width (of the longest side) of the coarse aggregate. There is considerable loss of fine aggregate matrix leading to potential or some loss of coarse aggregate.

Image 8: Weathering
B a c k g r o u n d P a g e | 11

PAVEMENT MAINTENANCE TREATMENTS
Pavement maintenance treatments are designed to slow the pavement aging process.

Mainly, the treatments are designed to protect the pavement from the adverse effects of water and to some extent vehicle traffic.

Maintenance treatments, which protect the pavement from aging, are crack sealing, digouts, slurry seals, and cape seals. When pavements have extensive cracking and are beyond their design life, interim holding measures including skin patches and thin overlays are used as a stop gap prior to major rehabilitation.

The following outlines some of the more common types of maintenance treatments:

Crack Sealing
Crack sealing prevents surface water from getting beneath the asphalt concrete layer into the aggregate bases. Crack sealing is generally performed using hot rubberized crack sealing material. The procedure includes routing small cracks, cleaning and sealing.

Digouts
Digouts are small areas of deteriorated pavements, which are removed and replaced with new asphalt concrete. Pavement removal is accomplished by cold planning or saw cutting and excavation. New asphalt is installed in at least two lifts. The digout depth is determined depending on the street type and construction.

Slurry Seals
Slurry seals consist of a combination of fine aggregate and emulsified oil. A new type of slurry seal called Rubberized Asphalt Slurry (RAS) is in the development stage. Currently, the cost of RAS is 2 to 3 times as much as a conventional slurry seal, which makes the product economically unattractive. Slurry seals are used when the existing pavement surface is severely raveled.

Cape Seals
Cape seals consist of a chip seal over coated with a slurry seal. A chip seal is an application of small angular rock (chips) approximately 1/4" to 3/8” in a maximum size embedded into a thick application of asphalt emulsion. Most chip seals incorporate polymer modified binders.

Cape seals are used on residential and collector streets to maintain a pavement, which may need an overlay, but there are not sufficient funds available. Cape seals are placed over low to moderate alligator cracks and block shrinkage cracking. Due to the distress covered by the cape seal, small areas of disbanding or failure may occur and will require patching.

B a c k g r o u n d P a g e | 12
Cape sealed surfaces are fairly coarse compared to new paving. Due to this characteristic, they may not be acceptable to some residential areas.

Interim Holding Measures (or “Stop Gap” in StreetSaver® Terms) Interim holding measures or stop gap treatments are used to “hold” the pavement together until funds become available for major rehabilitation. Common holding measures used include skin patches and thin overlays.

Skin patches are thin lifts of fine asphalt concrete placed over deteriorated areas.

Thin maintenance overlays are placed to hold the surface together. The asphalt concrete layer is generally 1 to 1-1/2 inches thick. A 3/8 inch aggregate is used with a rubberized asphalt binder, where the rubber has been mixed into solution with the asphalt binder during the refinement process. This is referred to as Terminally Blended Asphalt Rubber Binder.

PAVEMENT REHABILITATION TREATMENTS
Pavement rehabilitation consists of treatments used to restore the existing pavement quality or to add additional structural support to the pavement. Rehabilitation treatments include conventional overlays; pulverization and resurfacing; ARHM (asphalt rubber hot mix) overlays; AC removal and replacement (Mill and Fill); and reconstruction.

The following outlines some of the more common types of rehabilitation treatments:

Conventional Overlays
Conventional overlays generally consist of surface preparation and varying thicknesses of asphalt concrete. Surface preparation can consist of crack filling, pavement repairs of base failures and leveling courses.

The overlay thickness is determined by the structural requirement of the deflection analysis and reflective cracking criteria. The reflective cracking criteria requires the thickness of the overlay to be a minimum 1/2 the thickness of the existing bonded layers.

Pavement fabric can account for 0.10 ft of asphalt for reflective cracking criteria if the structural requirements from the deflection analysis are met.

Conventional overlays have an expected service life of 7 to 13 years if they are designed to meet structural and reflective cracking criteria and are well constructed.

B a c k g r o u n d P a g e | 13
Pulverization and Resurfacing
Pulverization and resurfacing is an alternative to conventional overlays for streets that are structurally adequate but exhibit sufficient cracking to warrant improvement to the asphalt surface.

Pulverization and resurfacing are an intermediate step between overlays and reconstruction. The existing asphalt concrete is recycled into aggregate base and the recycled base increases the total structural section. The surface is re-graded to conform to flush facilities similar to the way the pavement is keycut for overlays. The re-grading allows for some improvement to the cross section and profile. This method eliminates the stress history and cracking of the old asphalt concrete pavement, thus eliminating negative impacts on the new asphalt concrete surface.

Some instability can be encountered when the pulverization method is used. PEI typically recommends budgeting 5 to 10 percent of the pulverized sub-grade area for stabilization.

Stabilization can be performed using 6-inch deep lift asphalt concrete.

Pulverization and resurfacing has a life expectancy of 13 to 18 years. The life expectancy is slightly less than full reconstruction because some residual deficiencies in thickness or quality of the unaffected layers may still exist. Additional testing is necessary to determine if pulverization is a viable alternative. This testing includes measuring the existing structural section and testing the native soil for bearing capacity (R-value).

RHMA Overlays
Rubberized Hot Mix Asphalt (RHMA) is a material that uses crumb rubber mixed with traditional asphalt binders to produce a more flexible paving material than conventional dense graded hot mix asphalt (HMA).

Caltrans has developed design criteria for use of this material based on accelerated performance testing using its dual wheel accelerated pavement testing equipment. The Caltrans criteria allows RHMA to be used in a one to two ratio to conventional hot mix asphalt. Thus 1 inch of RHMA is equal to 2 inches of conventional hot mix asphalt for reflective cracking criteria.

RHMA costs approximately 1-3/4 times as much as conventional asphalt and provides a similar service life to that of conventional hot mix asphalt, 7 to 13 years. RHMA is generally only feasible when vertical constraints such as curb and gutter restrict the thickness of the overlay. RHMA typically has more open surface than conventional hot mix asphalt and is more difficult to obtain a high-quality finished product.

B a c k g r o u n d P a g e | 14
AC Removal and Replacement (Mill and Fill)
On some thick asphalt concrete pavements, the most economical approach to rehabilitating the pavement is to remove some of the existing asphalt concrete surface, which matches the existing profile. The replacement material can be either conventional hot mix asphalt (HMA) or RHMA, depending on the design criteria.

In other cases, due to drainage or other physical constraints, additional thickness cannot be placed. If the underlying base is sufficient to support anticipated loading, the asphalt layer can be removed and replaced. Depending on existing conditions, this method should have a life of 15 to 20 years.

Reconstruction
When the pavement has severe cross section deficiencies or requires significant structural strengthening, reconstruction may be the only alternative. Generally, existing pavement materials are recycled and incorporated into the new pavement structure.

Structural section material alternatives include treated soils, full depth asphalt concrete, recycled materials and Portland cement concrete.

Section III
Pavement Management Program Specifics
P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 1

PAVEMENT MANAGEMENT PROGRAM SPECIFICS
This section discusses the characteristics of the Pavement Management Program and its application for The City of Salinas.

BACKGROUND (STREETSAVER)
During the early years of Pavement Management software development, many companies developed private software packages focused on management of municipal street systems. Though these programs were versatile and sophisticated, the user was also dependent upon the software vendor for training, program updates, and software servicing. Many of the vendors had difficulty maintaining their software, leaving agencies stranded after making a substantial investment.

In 1982, the Metropolitan Transportation Commission (MTC) completed a study of local road and street maintenance needs and revenue short falls in the San Francisco Bay Area. The results of the study indicated that local jurisdictions were spending only 60 percent of funds required to maintain roads in a condition considered adequate. This indicated a need to improve pavement maintenance and rehabilitation techniques and practices. A committee was formed to evaluate pavement management efforts. At approximately the same time, six public works directors reviewed a proposal to develop a prototype Pavement Management Program (PMP); however, it was felt that the proposed system was too complex. This group strongly emphasized that simplicity was the most important objective to be developed in a PMP if it was to be adopted and used by cities and counties.

In 1983, a consultant was retained to assist MTC in determining PMP needs, PMP resources, and problems. In addition, they were to develop three basic elements of a standardized prototype PMP: a pavement condition index (PCI), effective maintenance treatments for the Bay Area, and a network level assignment procedure. The result was the first version of the MTC PMP. Since that time the program has evolved into StreetSaver.

Today, MTC uses StreetSaver to help local cities and counties better allocate resources, predict the future condition of their pavements at different levels of funding, and demonstrate the effects of underfunded road programs. The Bay Area was one of the first regions in the country to implement a Pavement Management Program that is used by nearly all of its localities. Using StreetSaver, cities and counties can plan and manage road improvement projects, document budget needs and shortfalls, and use the collected data to build support for additional transportation funding.

P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 2 StreetSaver manages a collection of related data organized for easy storage and retrieval. The StreetSaver program includes a database comprised of several sets of related data ("tables") that contain information about the street network in the jurisdiction.

This information includes pavement condition, the available maintenance/rehabilitation treatments and their costs, and the history of the network. Based on this information, budget analyses are performed. A budget analysis allows the user to project network maintenance and rehabilitation needs, and costs to evaluate the consequences of various budget allocation alternatives. Alternatives can be evaluated in terms of maintenance and rehabilitation that can actually be performed, future pavement condition, and deferred costs. For some agencies, use of the StreetSaver program is cyclical. For others, pavement management is integrated into an ongoing effort to manage their street networks.

Implementation
There are several steps involved in implementing an effective Pavement Management Program. These tasks should be completed on a periodic basis. These tasks include:

1. Collect pavement condition and maintenance/rehabilitation data.

2. Enter re-inspection data and/or applied maintenance and rehabilitation information.

3. Check/update maintenance treatment definitions and pavement category definitions.

4. Calculate Pavement Condition Index (PCI)

5. Evaluate system and current Maintenance/Rehabilitation strategies. Determine Budget needs and if necessary, develop alternate Budget Summaries.

6. Present analysis outputs to funding bodies.

7. Acquire funds and apply maintenance/rehabilitation treatments.

PROGRAM ASSUMPTIONS
The goal of the Pavement Management Program is to furnish budgetary amounts in order to achieve system wide improvements in the overall pavement condition. The goal of project engineering is to obtain the proper structural affect, for the lowest financial amount, for a given subset of the network to be maintained. Using the Pavement Management Program, management is able to realistically budget for economically maintaining the City’s pavement Network. Annually updating maintenance activity and costs keeps the program current.

P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 3

PAVEMENT MAINTENANCE AND REHABILITATION (M&R) UNIT COSTS The reliability and accuracy of any PMP is based on the information contained in its Decision Tree. The listed treatments in the Decision Tree are generalized to provide a range of treatments. The exact treatment would need to be determined during the design phase of a project.

Typical treatments within each generalized treatment range are listed in table 3 below.

Based on a street segment’s current PCI condition, StreetSaver® assigns a treatment action and estimated cost to perform the suggested treatment. This cost is not just what is paid to the contractor but should include all the “Soft Costs” incurred by The City.

Soft Costs can include the surface preparation, engineering cost, materials testing, and construction inspection. Even if these tasks are done “in-house”, the inclusion in combination with the construction costs will tend to show the “true picture” of the cost of a specific project.

The following costs were used to develop the indicated budget numbers for each street segment PEI reviewed. The costs include, but are not limited to, miscellaneous work such as transitions, striping, and digouts.

The costs are averages. Small systems will have higher unit costs and large systems will have lower unit costs. The larger the annual project size, the better the economies of scale. Timing is also important. Bidding the work in early spring will result in significantly lower prices than bids solicited in the late summer or fall. If small packages are used, costs could be 25 to 50 percent higher.

Treatment Category Typical Treatment
Light Maintenance • Slurry Seal or Micro-Surface
• Fog Seal or Scrub Seal
Heavy Maintenance
• Chip Seal, Cape Seal
• Slurry Seal or Micro-Surface with Digouts
• Thin Maintenance Overlay (TMO)
Light Rehab. • Overlay (2” and under) or Thin Mill and Fill Heavy Rehab.
• Overlay (greater than 2”) or Thick Mill and Fill
• Cold-In-Place Recycling
• Full Depth Reclamation
• Pulverize and Resurfacing
Reconstruct • Full Section Reconstruction
Table 3: General Treatment Categories with Typical Treatments P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 4 The unit costs include a 15% increase to account for potential PCC repairs that may be triggered by applying a maintenance or rehabilitation treatment to a street section. The unit costs also include a 15% allowance to account for “Soft Costs” (engineering design, construction management, and inspection and material testing fees. As well as a 10% contingency. These prices are in today’s dollars (2023) and do not account for inflation Treatment Arterial Collector Residential
Cost/ Sq Yd
Crack Seal ($$/LF) $1.56 $1.25 $1.25
Light Maintenance $5.63 $5.63 $5.63
Heavy Maintenance $13.86 $12.60 $12.60
Light Rehab $50.40 $44.10 $44.10
Heavy Rehab $104.71 $91.35 $75.60
Reconstruct $176.40 $163.80 $151.20
Table 1: General Treatment Unit Costs used in City of Salinas StreetSaver® Database.

Decision Trees / Treatment Strategies
The Decision Trees are broken down into two main areas; Preventive Maintenance (PM) and Rehabilitation. StreetSaver® makes preventive maintenance a top priority. The longer a segment can be kept in good condition the lower the overall cost of its treatments.

Preventive Maintenance addresses the sections that have a PCI of 71 and greater. This area is further broken down to specific treatments that could be better termed as Crack Sealing, Surface Treating and Restoration Treatments.

The Decision Tree allows the user to program these treatments on a cyclical basis. As part of this cyclical process, once a road has reached the point where it can no longer be maintained by a crack seal or a surface seal the program will shift to a Restoration Treatment. The program uses this treatment to restore the pavement in long term budgeting scenarios to the Very Good category.

The Decision Tree for Preventive Maintenance and Rehabilitation was reviewed with The City of Salinas and updated by PEI. The decision tree customizes the logic for how and what maintenance and rehabilitation treatments StreetSaver® selects.

Five general pavement treatment categories were used to account for the various treatments in the decision tree: Reconstruction, Heavy Rehabilitation, Light Rehabilitation, Heavy Maintenance, and Light Maintenance. Specifying a general P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 5 treatment category allows the user to stay focused on a budget level analysis rather than moving to a project level analysis.

The PMP software assumes average construction and material quality. Pavement life is very sensitive to materials and workmanship quality. Poor quality new construction may result in up to a 50 percent loss in the pavement life. In other words, poor quality new construction may last 10 to 15 years, whereas excellent quality construction may last 20 to 30 years. Investing in quality, both in design and construction, provides significant returns in extended pavement life resulting in lowered annual maintenance costs.

The Decision Tree for The City of Salinas can be found in Appendix A of this report.

ANNUAL PAVEMENT MAINTENANCE / REHABILITATION PROGRAM
The PCI range of 0 to 100 is broken down into five condition categories for budget calculation purposes. StreetSaver default PCI breakpoints were used during the update of The City of Salinas’s Pavement Management Program.

The breakpoints are as follows:

PCI BREAKPOINTS
Arterials Collectors Residential
100 I100 I100 I
90 LIGHT MAINTENANCE
90 LIGHT MAINTENANCE
90 LIGHT MAINTENANCE
70 70 70 II III II III II III
(Non-Load) (Load) (Non-Load) (Load) (Non-Load) (Load)
HEAVY

MAINTENANCE
LIGHT

REHABILITATIO
N.

HEAVY

MAINTENANCE
LIGHT

REHABILITATIO
N
LIGHT

MAINTENANCE
HEAVY

MAINTENANCE
50 50 50 IV IV IV
HEAVY REHABILITATION. HEAVY REHABILITATION LIGHT REHABILITATION 25 25 25 V V V
0 RECONSTRUCT 0 RECONSTRUCT 0 RECONSTRUCT
Figure 3: PCI Breakpoints
When a pavement section is identified for maintenance or rehabilitation, a user defined network-level cost category for a pavement of that functional class, type and condition is used to determine the needed funds for that section.

P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 6 For sections falling within the preventive maintenance category, or category one (1), a time sequence is used to identify the appropriate treatment and cost. For those sections falling into a rehabilitation category, or categories two (2), three (3), four (4), or five (5), the PCI is used to determine the repair category for a pavement section.

The repair category is combined with functional classification (as a surrogate for traffic index) and surface type (as a surrogate for structural adequacy) to identify the appropriate treatment and cost. The treatment and cost identified for the section is a network-level budget planning treatment and is generally considered as a cost category for budgeting purposes rather than an actual treatment. Some sections will require more money than estimated, some will require less. A project-level analysis is used to determine the actual treatment to be used for a given section based on condition, structural capacity and other factors.

The funding needs are summed for all sections needing work for each year of the analysis period to determine the annual budget needs. The needs analysis provides a list of sections needing work over the selected analysis period and an estimate of the funds needed. In StreetSaver, this analysis period is 5 years. It identifies maintenance and rehabilitation needs without considering funding constraints, i.e. the Needs Analysis is unconstrained by the available budget. StreetSaver identifies candidate sections and funds needed to provide the level of service to meet agency-defined goals.

When an agency has a considerable backlog of maintenance and repair needs, the firstyear needs will include the bulk of sections needing work. From a funding standpoint, this may appear unrealistic; however, the needs analysis is only the first step in planning and programming. The information from the needs analysis is generally best presented to management as the total 5 year needs or the average needs per year of the 5-year period. Few agencies will be able to meet the first year needs as developed by the program.

The StreetSaver® Needs Analysis provides information on the condition of the network over the analysis period with and without application of the treatments. Since the application of treatments assume no limit on funds, this can be considered the upper limit of condition that could be reached by the agency and the condition without treatment can be considered the lower limit.

StreetSaver® uses a ranking process based on cost-effectiveness concepts. Basically, the longer a pavement is in good condition, the more benefit the user gets from the pavement. This can be approximated by the area under the PCI vs Time curve.

The larger that area, the longer the pavement provides the desired level of service. That area is divided by annualized costs per unit area. This ratio is weighted for different usage so that arterial streets are selected for repair before collectors in the same condition, P a v e m e n t M a n a g e m e n t P r o g r a m S p e c i f i c s P a g e | 7 which are selected for repair before residential/locals in the same condition. Sections of pavements that provide the best service for the least money are then selected as those that should be repaired first. StreetSaver provides a ranked listing based on this costeffectiveness analysis. StreetSaver also shows the condition with and without treatment, the estimated costs for each section, the calculations used to determine the ranking, and a listing of sections not recommended for treatment.

VISUAL EVALUATIONS
PEI’s technical staff evaluated all of the streets. The streets were rated based on the StreetSaver system described in the Background. Once the data was entered into the program, PEI completed a quality assurance review of the system and verified the results in the field. The street inventory was based on visual evaluations.

PROGRAM UPDATES
The Pavement Management Program is a dynamic program. It is expected that The City will continue to visually rate the street network and update the database at least every three years. In addition to the visual review, The City should update the database by adding new streets incorporated into The City as well as new maintenance and rehabilitation work performed to any particular street segment.

Section IV
Reference Reports
Street Name Alphabetical Listing
City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 2 1STAVE 1ST AVE 15 TOWT ST E MARKET ST R A 2 1,915 63 120,645 64 03/13/23 65 70-61 Fair (70-51) 04/26/19 SLURRY SEAL Dist 2 1STAVE 1ST AVE 20 E MARKET ST E LAUREL DR R A 2 650 36 23,400 44 03/13/23 45 50-41 Poor (50-31) 04/26/19 SLURRY SEAL Dist 2 1STAVE 1ST AVE 25 E LAUREL DR GARNER AVE R A 2 2,085 36 75,060 26 03/13/23 28 30-21 Failed (30-0) Dist 2 2NDAVE 2ND AVE 010 GARNER AVE BELLEHAVEN ST R A 2 910 36 32,760 22 03/13/23 24 30-21 Failed (30-0)Dist 2 2NDAVE 2ND AVE 020 BELLEHAVEN ST COOPER AVE R A 2 1,470 36 52,920 32 03/13/23 34 40-31 Poor (50-31) Dist 2 2NDAVE 2ND AVE 110 E MARKET ST TOWT ST R A 2 1,200 37 44,400 75 03/13/23 76 80-71 Good (90-71) 04/25/19 SLURRY SEAL Dist 6 ABBEYWAY ABBEY WAY 10 CROMWELL DR GLADSTONE WAY R A 2 248 33 8,184 69 02/08/23 70 70-61 Fair (70-51) 01/01/08 SLURRY SEAL Dist 3 ABBOTTPL ABBOTT PL 15 N END S END R A 2 787 44 34,628 15 01/18/23 17 20-11 Failed (30-0)Dist 3 ABBOTTST ABBOTT ST 110 HARRIS RD CITY LIMITS A A 3 1,322 57 75,372 59 01/19/23 61 60-51 Fair (70-51) Dist 3 ABBOTTST ABBOTT ST NB010 HARRIS RD 2950' N/O HARRIS RD (W/C) A O 2 2,950 28 82,600 63 01/19/23 64 70-61 Fair (70-51) 05/21/19 DEEP PATCH Dist 3 ABBOTTST ABBOTT ST NB020 2950' N/O HARRIS RD (W/C) GROWERS ST A C 2 3,650 44 160,600 34 01/19/23 37 40-31 Poor (50-31) 01/01/02 1-1/2" OVERLAY Dist 3 ABBOTTST ABBOTT ST NB030 GROWERS ST S SANBORN RD A O 2 1,811 44 79,684 22 01/19/23 25 30-21 Failed (30-0) 10/28/19 DEEP PATCH Dist 3 ABBOTTST ABBOTT ST NB040 S SANBORN RD E ROMIE LN A A 2 1,076 36 38,743 78 01/19/23 80 80-71 Good (90-71) 05/27/22 CHIP SEAL Dist 3 ABBOTTST ABBOTT ST NB050 E ROMIE LN JOHNSON AVE A A 2 262 36 9,460 74 01/19/23 76 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ABBOTTST ABBOTT ST NB060 JOHNSON AVE LOS PALOS DR A O 2 1,269 36 45,684 77 01/19/23 78 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ABBOTTST ABBOTT ST NB070 LOS PALOS DR ALAMEDA AVE A O 2 1,316 36 47,376 76 01/19/23 77 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ABBOTTST ABBOTT ST NB080 ALAMEDA AVE MAPLE ST A O 2 892 36 32,112 75 01/19/23 76 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ABBOTTST ABBOTT ST NB090 MAPLE ST JOHN ST A A 2 771 36 27,756 73 01/19/23 75 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ABBOTTST ABBOTT ST NB100 JOHN ST FRONT ST A A 2 901 36 32,455 33 01/19/23 36 40-31 Poor (50-31) 01/01/02 CAPE SEAL Dist 3 ABBOTTST ABBOTT ST SB010 FRONT ST JOHN ST A A 2 901 36 32,455 30 01/19/23 33 30-21 Failed (30-0) 05/16/19 DEEP PATCHDist 3 ABBOTTST ABBOTT ST SB020 JOHN ST MAPLE ST A A 2 771 36 27,756 72 01/19/23 74 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ABBOTTST ABBOTT ST SB030 MAPLE ST ALAMEDA AVE A O 2 892 36 32,112 76 01/19/23 78 80-71 Good (90-71) 06/03/22 FOG SEALDist 3 ABBOTTST ABBOTT ST SB040 ALAMEDA AVE LOS PALOS DR A O 2 1,316 36 47,376 76 01/19/23 77 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ABBOTTST ABBOTT ST SB050 LOS PALOS DR JOHNSON AVE A O 2 1,269 36 45,684 75 01/19/23 76 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ABBOTTST ABBOTT ST SB060 JOHNSON AVE E ROMIE LN A A 2 262 36 9,460 78 01/19/23 80 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ABBOTTST ABBOTT ST SB070 E ROMIE LN S SANBORN RD A A 2 1,076 36 38,743 76 01/19/23 78 80-71 Good (90-71) 06/03/22 FOG SEALDist 3 ABBOTTST ABBOTT ST SB080 S SANBORN RD GROWERS ST A A 2 1,811 44 79,684 27 01/19/23 30 30-21 Failed (30-0) 05/21/19 DEEP PATCH Dist 3 ABBOTTST ABBOTT ST SB090 GROWERS ST 900' S/O HARKINS RD (W/C) A C 2 3,225 44 141,900 30 01/19/23 33 30-21 Failed (30-0) Dist 3 ABBOTTST ABBOTT ST SB100 900' S/O HARKINS RD (W/C) HARRIS RD A O 2 3,300 28 92,400 70 01/19/23 71 70-61 Fair (70-51) 01/01/86 2" OVERLAYDist 1 ABERFORDCI ABERFORD CIR 10 DE CUNHA CT END R A 2 260 31 8,060 40 02/02/23 42 40-31 Poor (50-31) 01/01/08 SLURRY SEAL Dist 1 ACAPULCOWA ACAPULCO WAY 10 MAZATLAN ST DURANGO ST R A 2 510 37 18,870 78 02/01/23 79 80-71 Good (90-71) Dist 1 ACAPULCOWA ACAPULCO WAY 20 DURANGO END R A 2 220 34 7,480 79 02/01/23 80 80-71 Good (90-71) Dist 1 ACOSTAPLZ ACOSTA PLZ 20 N SANBORN RD END R A 2 270 42 11,340 47 02/02/23 49 50-41 Poor (50-31) 01/01/08 CAPE SEAL Dist 1 ACOSTAPLZ ACOSTA PLZ 80 GARNER AVE END R A 2 895 41 36,695 73 02/02/23 74 80-71 Good (90-71) 01/01/08 CAPE SEALDist 2 ACOSTAST ACOSTA ST 10 N SANBORN RD BEECH ST R A 2 1,236 32 39,552 51 03/13/23 52 60-51 Fair (70-51)Dist 2 ACOSTAST ACOSTA ST 110 BEECH ST TOWT ST R A 2 405 40 16,200 46 03/13/23 47 50-41 Poor (50-31) Dist 2 ACOSTAST ACOSTA ST 120 TOWT ST 2ND AVE R A 2 484 32 15,488 21 03/13/23 23 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 5 ADAMSST ADAMS ST 15 W LAUREL DR NAVAJO DR C A 2 1,609 32 51,515 31 02/16/23 34 40-31 Poor (50-31) 03/11/19 DEEP PATCH Dist 5 ADAMSST ADAMS ST 45 MOHAWK AVE NAVAJO DR R A 2 1,669 32 53,417 29 02/16/23 31 30-21 Failed (30-0) 05/16/19 DEEP PATCHDist 5 ADOBEDR ADOBE DR 15 SLOAT DR VICTOR ST R A 2 1,021 37 37,782 66 03/02/23 67 70-61 Fair (70-51) 05/10/19 SLURRY SEAL Dist 2 AFTONRD AFTON RD 010 SYCAMORE RD BARDIN RD R A 2 1,376 34 46,784 22 03/13/23 24 30-21 Failed (30-0) 04/15/19 SHALLOW PATCH Dist 2 AIRPORTBLV AIRPORT BLVD 010 SKYWAY BLVD MERCER WAY C A 4 1,030 60 61,843 48 01/17/23 51 50-41 Poor (50-31) 05/24/19 DEEP PATCH Dist 2 AIRPORTBLV AIRPORT BLVD 020 MERCER WAY ROY DIAZ ST C A 4 2,193 62 135,966 82 01/17/23 84 90-81 Good (90-71) 06/03/22 RUBBERDist 2&3 AIRPORTBLV AIRPORT BLVD 030 ROY DIAZ ST TERVEN AVE A A 4 890 50 44,500 66 01/23/23 68 70-61 Fair (70-51) Dist 3 AIRPORTBLV AIRPORT BLVD 040 TERVEN AVE HANSEN ST C A 4 1,268 59 74,812 33 01/17/23 36 40-31 Poor (50-31) 05/24/19 DEEP PATCH Dist 3 AIRPORTBLV AIRPORT BLVD 050 HANSEN ST SW END R A 2 385 48 18,480 64 01/17/23 65 70-61 Fair (70-51) Dist 3 AIRPORTBLV AIRPORT BLVD 110 800' N/O HANSEN ST AIRPORT BLVD C A 1 595 24 14,280 53 01/23/23 56 60-51 Fair (70-51) Dist 3 ALAMEDAAVE ALAMEDA AVE 015 ABBOTT ST MAPLEWOOD DR C P 2 1,598 32 51,136 58 01/20/23 59 60-51 Fair (70-51) Dist 3 ALAMEDAAVE ALAMEDA AVE 025 MAPLEWOOD DR E ROMIE LN C A 2 943 32 30,176 20 01/20/23 24 20-11 Failed (30-0) 09/16/19 DEEP PATCHDist 3 ALAMEDAAVE ALAMEDA AVE 035 E ROMIE LN SAN MIGUEL AVE C A 2 1,377 32 44,064 73 01/20/23 75 80-71 Good (90-71)Dist 3 ALAMEDAPL ALAMEDA PL 10 ALAMEDA AVE (N) ALAMEDA AVE (S) R A 2 633 32 20,256 67 01/19/23 68 70-61 Fair (70-51) 01/01/08 CAPE SEAL Dist 1 ALAMOWAY ALAMO WAY 10 LAS CASITAS DR LA HONDA CT (N) R A 2 510 32 16,320 36 02/02/23 38 40-31 Poor (50-31) Dist 1 ALAMOWAY ALAMO WAY 20 LA HONDA CT (N) GARNER AVE R A 2 1,378 37 50,986 60 02/02/23 61 60-51 Fair (70-51) Dist 1 ALDERCIR ALDER CIR 10 NOGAL DR END R A 2 339 33 11,212 80 02/01/23 81 80-71 Good (90-71) 04/15/19 SLURRY SEAL

Page 1 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 3 ALEXANDERS ALEXANDER ST 15 WEST ST HOMESTEAD R P 2 639 34 21,726 57 03/15/23 58 60-51 Fair (70-51) Dist 5 ALHAMBRAST ALHAMBRA ST 10 SEPULVEDA DR N 1ST ST R A 2 509 30 15,270 23 02/17/23 25 30-21 Failed (30-0) 01/01/07 SLURRY SEAL Dist 2 ALISALRD ALISAL RD 010 CITY LIMIT ROUND ABOUT @ SCONBERG A A 4 220 53 11,660 93 01/25/23 100 100-91 Excellent (100-91) 12/01/22 RECONSTRUCT STRUCTURE (AC) Dist 2 ALISALRD ALISAL RD 020 ROUND ABOUT @ SCONBERG ROUND ABOUT @ BARDIN/ E ALISA A A 4 375 39 14,625 93 01/25/23 100 100-91 Excellent (100-91) 12/01/22 RECONSTRUCT STRUCTURE (AC) Dist 2 ALISALRDRA ALISAL RD ROUNDABOUT @ BARDIN/ E ALISAL 010 WB ENTRANCE ONE LOOP A A 1 360 26 9,360 93 03/15/23 100 100-91 Excellent (100-91) Dist 2 ALISALRDRA ALISAL RD ROUNDABOUT @ SCONBERG 005 NB ENTRANCE ONE LOOP A A 1 360 26 9,360 93 03/15/23 100 100-91 Excellent (100-91) Dist 2 ALMAAVE ALMA AVE 010 N. SANBORN ROAD 1ST AVE R A 2 2,714 36 97,704 31 03/13/23 33 40-31 Poor (50-31) 09/16/19 DEEP PATCH Dist 2 ALMAAVE ALMA AVE 020 1ST AVE WILLIAMS RD R A 2 598 36 21,528 34 03/13/23 36 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 6 ALMADENDR ALMADEN DR 10 CUPERTINO WAY LOS COCHES AVE R A 2 259 32 8,308 23 02/04/23 25 30-21 Failed (30-0) 04/03/19 DEEP PATCH Dist 6 ALTURASCIR ALTURAS CIR 15 LOS COCHES AVE END R A 2 375 32 12,027 24 02/08/23 26 30-21 Failed (30-0) Dist 6 ALTURASWAY ALTURAS WAY 10 ALTURAS CIR TAHOE DR R A 2 394 32 12,631 36 02/08/23 38 40-31 Poor (50-31) 01/01/01 SLURRY SEALDist 5 ALVARADOCT ALVARADO CT 10 ALVARADO DR (N) ALVARADO DR (S) R A 2 999 32 31,973 61 08/15/23 62 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEAL Dist 5 ALVARADODR ALVARADO DR 15 SHERMAN DR END R A 2 1,570 32 50,261 79 08/15/23 79 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 5 ALVINCIR ALVIN CIR 10 W ALVIN DR END R A 2 333 32 10,665 22 02/10/23 24 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 4 AMADORCIR AMADOR CIR 10 RAINIER DR END R A 2 311 32 9,952 54 03/16/23 55 60-51 Fair (70-51) 01/01/08 CAPE SEAL Dist 1 AMARILLOWA AMARILLO WAY 010 NOGAL DR RIDER AVE R A 2 875 38 33,250 50 02/01/23 52 50-41 Poor (50-31) Dist 1 AMARILLOWA AMARILLO WAY 020 RIDER AVE PACIFIC AVE R A 2 720 32 23,040 79 02/01/23 80 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 3 AMBROSEDR AMBROSE DR 010 DAVIS RD W ALISAL ST R A 2 2,239 42 94,038 44 01/24/23 46 50-41 Poor (50-31) 05/28/19 DEEP PATCHDist 3 AMBROSEDR AMBROSE DR 020 W ALISAL ST SAN VINCENTE AVE R A 2 1,788 37 66,156 29 01/24/23 31 30-21 Failed (30-0) 07/05/19 DEEP PATCH Dist 3 AMHERSTDR AMHERST DR 10 W ALISAL ST COLLEGE DR R A 2 630 32 20,177 25 03/16/23 27 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 2 ANDERSONAV ANDERSON AVE 10 SKYWAY BLVD MERCER WAY R A 2 1,045 37 38,680 6 01/17/23 9 10-0 Failed (30-0) Dist 2 ANDINACIR ANDINA CIR 10 ANDINA DR END R A 2 190 32 6,080 41 03/15/23 42 50-41 Poor (50-31) 01/01/14 SLURRY SEAL Dist 2 ANDINADR ANDINA DR 15 COUNTRYSIDE DR ARGENTINE DR R A 2 821 37 30,377 64 03/15/23 65 70-61 Fair (70-51) Dist 1 ANDOVERCIR ANDOVER CIR 10 NEWCASTLE DR END R A 2 210 31 6,510 69 02/02/23 70 70-61 Fair (70-51) 01/01/08 SLURRY SEALDist 4 ANGELUSDR ANGELUS DR 10 E LAUREL DR ELWOOD ST R A 2 802 32 25,690 31 02/17/23 33 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 3 ANNEST ANNE ST 10 ALEXANDER ST N. END R A 2 410 32 13,120 27 03/15/23 29 30-21 Failed (30-0) 01/01/01 CAPE SEALDist 1 ANTELOPEDR ANTELOPE DR 15 BADGER WAY COUGAR DR R A 2 765 37 28,305 80 02/01/23 81 80-71 Good (90-71) 05/16/19 SLURRY SEAL Dist 1 ANTIGUAAVE ANTIGUA AVE 15 RIDER AVE N SANBORN RD C A 2 1,537 37 56,886 62 02/03/23 64 70-61 Fair (70-51) Dist 1 ANTIGUACIR ANTIGUA CIR 10 ANTIGUA AVE END R A 2 185 34 6,290 75 02/03/23 76 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 5 APACHECIR APACHE CIR 10 CHEROKEE DR END R A 2 225 32 7,200 20 02/16/23 22 20-11 Failed (30-0) 01/01/01 CAPE SEAL Dist 5 ARAGONCIR ARAGON CIR 10 CHEROKEE DR END R A 2 475 32 15,200 23 02/10/23 25 30-21 Failed (30-0) 11/07/19 DEEP PATCH Dist 6 ARCADIACIR ARCADIA CIR 10 ARCADIA WAY END R A 2 383 32 12,286 40 02/04/23 42 40-31 Poor (50-31) 01/01/01 SLURRY SEAL Dist 6 ARCADIACT ARCADIA CT 10 ARCADIA WAY (N) ARCADIA WAY (S) R A 2 1,292 32 41,361 71 08/15/23 71 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 ARCADIAWAY ARCADIA WAY 10 EL DORADO DR COP C A 2 590 42 24,780 74 08/15/23 74 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 ARCADIAWAY ARCADIA WAY 15 COP COP 335' E/O ARCADIA CT (N) C A 2 1,610 42 67,620 56 02/04/23 58 60-51 Fair (70-51) 03/06/19 DEEP PATCH Dist 6 ARCADIAWAY ARCADIA WAY 20 COP 335' E/O ARCADIA CT (N) NATIVIDAD RD C A 2 635 44 27,940 81 08/15/23 81 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 ARCADIAWAY ARCADIA WAY 30 NATIVIDAD RD GLENDORA WAY R A 2 738 37 27,306 21 02/04/23 23 30-21 Failed (30-0) 01/01/01 CAPE SEALDist 3 ARCHERST ARCHER ST 010 BELMONT DR UNIVERSITY AVE R A 2 689 32 22,048 26 03/16/23 28 30-21 Failed (30-0) 01/01/01 SLURRY SEALDist 3 ARCHERST ARCHER ST 020 UNIVERSITY AVE NACIONAL ST R A 2 1,291 32 41,312 23 03/16/23 25 30-21 Failed (30-0) 07/16/19 DEEP PATCHDist 3 ARCHERST ARCHER ST 030 NACIONAL ST VILLA ST R P 2 640 40 25,600 57 03/16/23 58 60-51 Fair (70-51) Dist 3 ARCHERST ARCHER ST 110 HOMESTEAD AVE WEST ST R P 2 640 40 25,600 64 03/16/23 65 70-61 Fair (70-51)Dist 3 ARCHERST ARCHER ST 210 RIKER ST CAPITOL ST R A 2 320 32 10,240 66 03/16/23 67 70-61 Fair (70-51) 01/01/01 CAPE SEALDist 3 ARCHERST ARCHER ST 220 CAPITOL ST CASSIDY ST R C 2 214 38 8,132 49 03/16/23 50 50-41 Poor (50-31) 01/01/10 2" OVERLAY Dist 2 AREZZOCIR AREZZO CIR 15 SIENA WAY END R A 2 559 32 17,897 87 08/15/23 87 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 2 ARGENTINEC ARGENTINE CIR 10 ARGENTINE DR END R A 2 219 32 7,008 57 03/15/23 58 60-51 Fair (70-51) 01/01/14 SLURRY SEAL Dist 2 ARGENTINED ARGENTINE DR 010 BARDIN RD END R A 2 1,040 37 38,480 52 03/15/23 53 60-51 Fair (70-51) Dist 2 ARGENTINEP ARGENTINE PL 10 ARGENTINE DR END R A 2 435 32 13,920 53 03/15/23 54 60-51 Fair (70-51) 01/01/14 SLURRY SEAL Dist 4 ARGUELLOCI ARGUELLO CIR 10 ARGUELLO DR END R A 2 180 34 6,120 75 02/09/23 76 80-71 Good (90-71) 01/01/14 SLURRY SEAL Dist 4 ARGUELLODR ARGUELLO DR 15 SANSOME ST END R A 2 890 32 28,480 84 08/15/23 85 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 5 ARTHURCT ARTHUR CT 10 CLEVELAND AVE END R A 2 316 27 8,544 35 03/02/23 37 40-31 Poor (50-31) 01/01/07 CAPE SEALDist 5 ARTHURST ARTHUR ST 15 CLEVERLAND AVE END R A 2 2,200 32 70,406 46 03/02/23 47 50-41 Poor (50-31)Dist 5 ASHBURYWAY ASHBURY WAY 10 ADOBE DR VICTOR ST R A 2 1,056 32 33,817 19 03/02/23 21 20-11 Failed (30-0) 01/01/01 SLURRY SEAL Dist 3 ASPENPL ASPEN PL 10 WOODSIDE DR END R A 2 175 32 5,600 34 01/23/23 36 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 6 ASTORCIR ASTOR CIR 10 ASTOR WAY END R A 2 226 31 7,006 80 08/15/23 80 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL

Page 2 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 6 ASTORWAY ASTOR WAY 15 BROADWAY DR HUDSON WAY R A 2 580 33 19,140 80 08/15/23 81 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 ATHERTONCI ATHERTON CIR 10 ATHERTON WAY END R A 2 349 32 11,186 34 02/04/23 36 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 6 ATHERTONWA ATHERTON WAY 10 MILLBRAE ST CAMBRIAN DR R A 2 1,257 37 46,509 22 02/04/23 24 30-21 Failed (30-0) 01/16/19 DEEP PATCHDist 6 ATHERTONWA ATHERTON WAY 20 CAMBRIAN DR MILLBRAE ST R A 2 2,573 37 95,201 19 02/04/23 21 20-11 Failed (30-0) 09/16/19 DEEP PATCHDist 1 ATLANTICST ATLANTIC ST 15 GARNER AVE DEL MONTE AVE R A 2 1,546 32 49,472 44 02/02/23 46 50-41 Poor (50-31) Dist 6 ATTLEBURYC ATTLEBURY CIR 10 CANTERBURY ST END R A 2 292 32 9,350 75 02/03/23 76 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 3 AUBURNST AUBURN ST 010 CHURCH ST CAYUGA ST R A 2 321 39 12,519 35 01/25/23 37 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 3 AUBURNST AUBURN ST 020 CAYUGA ST CAPITOL ST R A 2 310 30 9,300 28 01/25/23 30 30-21 Failed (30-0) Dist 3 AUBURNST AUBURN ST 030 CAPITOL ST WEST ST R P 2 615 40 24,600 28 01/25/23 29 30-21 Failed (30-0) Dist 3 AVELARST AVELAR ST 10 PINE ST END R C 2 280 32 8,960 22 01/20/23 24 30-21 Failed (30-0) 09/01/20 SKIN PATCH Dist 3 AVENUEA AVENUE A 10 S MAIN ST LINCOLN AVE R A 2 299 28 8,372 24 01/26/23 26 30-21 Failed (30-0) 01/01/01 SLURRY SEALDist 3 AVENUEB AVENUE B 10 LINCOLN AVE S MAIN ST R A 2 298 37 11,026 29 10/29/20 37 30-21 Failed (30-0) 01/01/86 CAPE SEALDist 2 AVISCT AVIS CT 10 MARGARET ST SYCAMORE RD R A 2 563 36 20,268 20 03/13/23 22 20-11 Failed (30-0) 01/01/01 CAPE SEAL Dist 5 AZTECCIR AZTEC CIR 10 CHEROKEE DR END R A 2 185 32 5,920 27 02/16/23 29 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 1 BADGERWAY BADGER WAY 15 COUGAR DR WILLIAMS RD R A 2 681 38 25,878 79 02/01/23 80 80-71 Good (90-71) 04/18/19 SLURRY SEAL Dist 1 BAJACIR BAJA CIR 10 DURANGO ST END R A 2 155 33 5,115 79 02/01/23 80 80-71 Good (90-71) 01/01/14 SLURRY SEAL Dist 5 BALDWINST BALDWIN ST 10 W LAUREL DR END R A 2 466 38 17,708 27 02/16/23 29 30-21 Failed (30-0) 01/01/01 SLURRY SEAL Dist 2 BARBARAPL BARBARA PL 010 BEVERLY DR FAIRVIEW AVE R A 2 752 35 26,320 24 01/18/23 26 30-21 Failed (30-0) Dist 5 BARCELONAC BARCELONA CIR 10 CHEROKEE DR END R A 2 475 32 15,200 20 02/10/23 22 20-11 Failed (30-0) 07/29/19 DEEP PATCH Dist 2 BARDINCIR BARDIN CIR 010 BARDIN WAY (N) BARDIN WAY (S) R A 2 1,043 32 33,376 19 03/15/23 21 20-11 Failed (30-0) 01/01/01 CAPE SEAL Dist 2 BARDINFRD BARDIN FRONTAGE RD 010 ALISAL RD BARDIN RD C O 2 525 22 11,550 92 03/15/23 100 100-91 Excellent (100-91) 12/01/22 HEAVY REHAB Dist 2 BARDINRD BARDIN RD 010 E ALISAL RD SYCAMORE RD C A 4 405 62 25,110 93 03/15/23 94 100-91 Excellent (100-91) 12/01/22 RECONSTRUCT STRUCTURE (AC) Dist 2 BARDINRD BARDIN RD 015 SYCAMORE RD TORO AVE C O 4 1,645 66 108,570 92 03/15/23 94 100-91 Excellent (100-91) 12/01/22 HEAVY REHAB Dist 2 BARDINRD BARDIN RD 020 TORO AVE WILLIAMS RD C O 4 675 66 44,550 93 03/15/23 95 100-91 Excellent (100-91) 12/01/22 HEAVY REHAB Dist 2 BARDINWAY BARDIN WAY 010 BARDIN CIR (N) WILLIAMS RD R A 2 895 32 28,640 21 03/15/23 23 30-21 Failed (30-0) 10/31/19 SHALLOW PATCH Dist 5 BARKLEYDR BARKLEY DR 10 EISENHOWER ST LOHMAN ST R A 2 513 32 16,436 32 03/02/23 34 40-31 Poor (50-31) 01/01/07 CAPE SEAL Dist 3 BAUTISTADR BAUTISTA DR 10 ORANGE DR W ROMIE LN R A 2 563 32 18,016 43 01/23/23 45 50-41 Poor (50-31) 07/16/19 DEEP PATCH Dist 3 BAUTISTADR BAUTISTA DR 20 W ROMIE LN W ACACIA ST R A 2 872 32 27,904 51 01/23/23 52 60-51 Fair (70-51) 02/26/19 DEEP PATCH Dist 3 BAYWOODPL BAYWOOD PL 10 WOODSIDE DR END R A 2 393 32 12,599 35 01/23/23 37 40-31 Poor (50-31) 01/01/07 SLURRY SEAL Dist 6 BEACONHILL BEACON HILL CIR 10 BEACON HILL DR SW END R A 2 180 32 5,791 77 01/24/23 79 80-71 Good (90-71) 04/25/19 SLURRY SEAL Dist 6 BEACONHIL1 BEACON HILL DR 10 CONSTITUTION BLVD ROCKPORT WAY C A 2 1,033 42 43,386 76 01/24/23 78 80-71 Good (90-71) 04/25/19 SLURRY SEAL Dist 6 BEACONHIL1 BEACON HILL DR 20 ROCKPORT WAY BOSTON ST C A 2 1,528 42 64,176 76 01/24/23 78 80-71 Good (90-71) 04/25/19 SLURRY SEAL Dist 1 BEACONHIL BEACON HILL DR 20 CONSTITUTION BLVD END R A 2 570 42 23,940 76 01/24/23 78 80-71 Good (90-71) 04/25/19 SLURRY SEAL Dist 6 BEACONHIL1 BEACON HILL DR 30 BOSTON ST CONSTITUTION BLVD C A 2 1,050 42 44,100 77 01/24/23 79 80-71 Good (90-71) 04/25/19 SLURRY SEAL Dist 3 BEDFORDDR BEDFORD DR 15 COLUMBIA AVE CAMDEN AVE R A 2 1,475 32 47,200 38 01/25/23 40 40-31 Poor (50-31) 04/20/21 SKIN PATCH Dist 2 BEECHST BEECH ST 010 GARNER AVE ACOSTA ST (SW END) R A 2 1,810 52 94,120 23 03/13/23 25 30-21 Failed (30-0) 07/06/20 SKIN PATCH Dist 3 BELAIRWAY BEL AIR WAY 10 W ACACIA ST FAIRFAX DR R A 2 423 32 13,558 17 01/25/23 19 20-11 Failed (30-0) 01/01/01 CAPE SEAL Dist 2 BELLAGIOWA BELLAGIO WAY 10 CAMPANIA WAY PALERMO DR R A 2 641 32 20,512 89 03/15/23 90 90-81 Good (90-71) Dist 3 BELLARMINE BELLARMINE DR 10 W ALISAL ST PALMA DR R A 2 978 32 31,320 37 01/24/23 39 40-31 Poor (50-31) 01/01/07 SLURRY SEAL Dist 2 BELLEHAVEN BELLEHAVEN ST 15 WILLIAMS RD TOWT ST R A 2 1,684 32 53,900 18 03/13/23 20 20-11 Failed (30-0) 02/27/19 DEEP PATCHDist 3 BELMONTDR BELMONT DR 15 MELROSE DR ARCHER ST R A 2 1,097 32 35,135 29 03/16/23 31 30-21 Failed (30-0) 04/05/19 DEEP PATCH Dist 6 BENNINGTON BENNINGTON CT 15 BOSTON ST (N) BOSTON ST (S) R A 2 856 34 29,104 73 02/02/23 74 80-71 Good (90-71) Dist 6 BERKSHIREW BERKSHIRE WAY 15 CAPE COD WAY BOSTON ST R A 2 701 32 22,432 75 02/02/23 76 80-71 Good (90-71) 04/17/19 SLURRY SEAL Dist 1 BERMUDAWAY BERMUDA WAY 10 RIDER AVE PACIFIC AVE R A 2 720 32 23,055 76 02/02/23 77 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 1 BERNARDOAV BERNARDO AVE 15 LA MANCHA WAY FREEDOM PKWY R A 2 1,500 37 55,500 76 02/03/23 77 80-71 Good (90-71)Dist 1 BERNARDOCI BERNARDO CIR 10 BERNARDO AVE END R A 2 336 32 10,772 79 02/03/23 80 80-71 Good (90-71) 01/01/07 SLURRY SEALDist 2 BEVERLYDR BEVERLY DR 15 FAIRVIEW AVE FLORENCE PL R A 2 1,345 32 43,051 39 01/18/23 41 40-31 Poor (50-31) Dist 1 BISONCIR BISON CIR 10 BISON WAY END R A 2 186 33 6,142 79 02/01/23 80 80-71 Good (90-71) 04/16/19 SLURRY SEAL Dist 1 BISONWAY BISON WAY 15 EAGLE DR BUCKHORN DR R A 2 1,113 33 36,729 79 02/01/23 80 80-71 Good (90-71) 04/16/19 SLURRY SEALDist 3 BLANCOCIR BLANCO CIR 10 E BLANCO RD END R A 2 980 50 49,000 29 01/18/23 31 30-21 Failed (30-0) 10/28/19 DEEP PATCH Dist 4 BLOCKAVE BLOCK AVE 15 KIP DR PARSONS AVE R A 2 1,234 38 46,892 28 02/09/23 30 30-21 Failed (30-0) 09/16/19 DEEP PATCH Dist 1 BOBCATWAY BOBCAT WAY 10 ANTELOPE DR COUGAR DR R A 2 762 34 25,908 80 02/01/23 81 80-71 Good (90-71) 04/15/19 SLURRY SEAL Dist 6 BOCAWAY BOCA WAY 10 EMERALD WAY TAHOE DR R A 2 264 32 8,478 34 02/04/23 36 40-31 Poor (50-31) 01/01/01 SLURRY SEAL Dist 5 BOEINGAVE BOEING AVE 15 RODEO AVE NAVAJO DR R A 2 1,600 36 57,603 24 02/16/23 26 30-21 Failed (30-0) 04/05/19 DEEP PATCH

Page 3 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 4 BOLEROAVE BOLERO AVE 15 E LAUREL DR CHAPARRAL ST R A 2 1,793 32 57,377 41 02/09/23 43 50-41 Poor (50-31) 06/24/19 DEEP PATCH Dist 2 BOLOGNACT BOLOGNA CT 10 BOLOGNA WAY (W) BOLOGNA WAY (E) R A 2 737 32 23,584 85 08/15/23 86 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 2 BOLOGNAWAY BOLOGNA WAY 15 SIENA WAY PIAZZA DR R A 2 782 32 25,054 85 08/15/23 85 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 5 BORONDARD BORONDA RD 120 135' NW OF N DAVIS RD (CITY LIMITN DAVIS RD R A 2 135 32 4,320 66 03/16/23 67 70-61 Fair (70-51) 04/15/19 SHALLOW PATCH Dist 5 BORONDARD BORONDA RD 010EB N FREEWAY ON RAMP N MAIN ST A A 2 546 66 36,098 23 02/10/23 26 30-21 Failed (30-0) 04/15/19 SHALLOW PATCH Dist 5 BORONDARD BORONDA RD 010WB N MAIN ST N FREEWAY ON RAMP A A 2 546 35 19,143 27 02/10/23 30 30-21 Failed (30-0) 04/15/19 SHALLOW PATCH Dist 6 BOSTONCIR BOSTON CIR 10 BENNINGTON CT END R A 2 220 32 7,040 69 02/02/23 70 70-61 Fair (70-51) 04/22/19 SLURRY SEAL Dist 6 BOSTONST BOSTON ST 15 BEACON HILL DR BENNINGTON CT R A 2 2,945 32 94,240 78 02/02/23 79 80-71 Good (90-71) 04/23/19 SLURRY SEAL Dist 6 BOYLECT BOYLE CT 15 CHRISTENSEN AVE (W) CHRISTENSEN AVE (E) R A 2 1,149 34 39,066 71 08/15/23 72 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 6 BRADBURYST BRADBURY ST 10 END FITZGERALD ST R A 2 2,003 37 74,111 74 02/03/23 75 80-71 Good (90-71)Dist 3 BRIARWOODP BRIARWOOD PL 15 END END R A 2 720 32 23,040 45 01/23/23 47 50-41 Poor (50-31) Dist 4 BRIDGEALY BRIDGE ALY 10 MARKET WAY E LAKE ST R P 2 561 18 10,111 52 03/17/23 53 60-51 Fair (70-51) Dist 4 BRIDGEST BRIDGE ST 10 N MAIN ST E MENKE ST R A 2 680 24 16,320 15 03/17/23 17 20-11 Failed (30-0) Dist 4 BRIDGEST BRIDGE ST 20 E MENKE ST E ROSSI ST R A 2 410 30 12,300 8 03/17/23 10 10-0 Failed (30-0) 01/02/19 DEEP PATCH Dist 4 BRIDGEST BRIDGE ST 30 E ROSSI ST S END (WALL) R P 2 240 24 5,760 89 03/16/23 89 90-81 Good (90-71)Dist 4 BRIDGEST BRIDGE ST 40 E LAKE ST N END (WALL) R A 2 95 42 3,990 55 03/17/23 56 60-51 Fair (70-51) 01/01/86 CAPE SEALDist 4 BRIDGEST BRIDGE ST 50 E LAKE ST MARKET WAY R P 2 416 45 18,758 42 03/17/23 43 50-41 Poor (50-31)Dist 4 BRIGHTONST BRIGHTON ST 10 STEVENSON ST FILBERT WAY R A 2 478 32 15,300 45 03/02/23 46 50-41 Poor (50-31)Dist 4 BRIGHTONST BRIGHTON ST 20 FILBERT WAY MCALLISTER ST R A 2 436 32 13,968 52 03/02/23 53 60-51 Fair (70-51) 01/01/07 CAPE SEALDist 6 BRISTOLCIR BRISTOL CIR 10 BEACON HILL DR NE END R A 2 290 32 9,280 80 02/02/23 81 80-71 Good (90-71) 04/25/19 SLURRY SEALDist 6 BROADWAYDR BROADWAY DR 15 PENNSYLVANIA DR HARDEN PKWY R A 2 1,203 41 49,323 80 08/15/23 81 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 5 BROOKSRD BROOKS RD 10 WESTRIDGE PKWY BORONDA RD R A 2 884 32 28,290 66 03/16/23 67 70-61 Fair (70-51) Dist 3 BRUCEAVE BRUCE AVE 10 TALBOT ST COLLEGE DR R A 2 779 32 24,946 32 01/25/23 34 40-31 Poor (50-31) 09/16/19 DEEP PATCH Dist 3 BRUCEAVE BRUCE AVE 20 COLLEGE DR W ACACIA ST R A 2 836 32 26,762 37 01/25/23 39 40-31 Poor (50-31) 01/01/07 SLURRY SEAL Dist 3 BRUNKENAVE BRUNKEN AVE 10 SPICER ST CHAMBERLAIN ST R A 2 567 42 23,814 58 01/18/23 59 60-51 Fair (70-51) Dist 3 BRUNKENAVE BRUNKEN AVE 20 CHAMBERLAIN ST MALARIN ST R A 2 1,012 42 42,504 26 01/18/23 28 30-21 Failed (30-0) 07/16/19 DEEP PATCHDist 3 BRUNKENAVE BRUNKEN AVE 30 MALARIN ST END R A 2 855 42 35,910 54 01/18/23 55 60-51 Fair (70-51) 01/01/02 SLURRY SEALDist 5 BRUTUSST BRUTUS ST 15 END (N) END (S) R A 2 1,137 32 36,392 25 03/03/23 27 30-21 Failed (30-0) 03/08/19 DEEP PATCHDist 4 BRYANTCIR BRYANT CIR 10 VAN NESS CT END R A 2 260 32 8,320 53 02/09/23 54 60-51 Fair (70-51) 01/01/14 SLURRY SEALDist 5 BUCHANANWA BUCHANAN WAY 10 KENNEDY ST (N) KENNEDY ST (S) R A 2 670 32 21,444 28 03/02/23 30 30-21 Failed (30-0) 01/01/07 SLURRY SEAL Dist 1 BUCKEYEWAY BUCKEYE WAY 10 MADRONE DR NOGAL DR R A 2 375 38 14,284 80 02/01/23 81 80-71 Good (90-71) 04/22/19 SLURRY SEAL Dist 1 BUCKHORNDR BUCKHORN DR 15 RIDER AVE N SANBORN RD C A 2 1,857 37 68,709 76 02/01/23 78 80-71 Good (90-71) 04/17/19 SLURRY SEAL Dist 1 BUCKHORNDR BUCKHORN DR 25 N SANBORN RD FALCON RD C A 2 945 37 34,965 79 02/01/23 81 80-71 Good (90-71) 04/22/19 SLURRY SEALDist 6 BUCKINGHAM BUCKINGHAM CIR 10 BUCKINGHAM DR END R A 2 168 32 5,384 86 08/15/23 86 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 BUCKINGHA1 BUCKINGHAM DR 10 CASCADE WAY DORSET WAY R A 2 626 38 23,788 84 08/15/23 85 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 6 BUCKINGHA1 BUCKINGHAM DR 20 DORSET WAY ARCADIA WAY R A 2 702 37 25,974 86 08/15/23 86 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 6 BUCKINGHA2 BUCKINGHAM WAY 10 EL DORADO DR BUCKINGHAM DR R A 2 169 44 7,436 84 08/15/23 84 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 3 BUENAVISTA BUENA VISTA ST 10 WILSON ST PARK ST R P 2 637 40 25,488 53 03/16/23 54 60-51 Fair (70-51)Dist 6 BUNKERHILL BUNKER HILL WAY 15 CONSTITUTION BLVD GEORGETOWN WAY R A 2 1,245 37 46,065 78 02/02/23 79 80-71 Good (90-71) Dist 6 BURGUNDYWA BURGUNDY WAY 15 CABERNET WAY CHARDONNAY DR R A 2 422 37 15,614 65 03/01/23 66 70-61 Fair (70-51) Dist 1&2 BURKEST BURKE ST 10 DEL MONTE AVE END R A 2 708 25 17,700 23 02/03/23 25 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 6 BURLINGTON BURLINGTON CIR 10 BURLINGTON DR END R A 2 193 31 5,983 78 02/03/23 79 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 6 BURLINGTO1 BURLINGTON DR 15 PROVINCETOWN DR END R A 2 1,015 37 37,555 75 02/03/23 76 80-71 Good (90-71) Dist 3 BURTONAVE BURTON AVE 10 HARKINS RD END R A 2 1,180 42 49,560 9 01/17/23 12 10-0 Failed (30-0) 05/21/19 DEEP PATCHDist 5 BUSHST BUSH ST 10 RICO ST HYDE ST R A 2 1,294 32 41,408 50 02/09/23 52 50-41 Poor (50-31) Dist 4 BUSHST BUSH ST 20 HYDE ST S END R A 2 210 32 6,720 46 02/09/23 48 50-41 Poor (50-31) Dist 3 BYRONDR BYRON DR 10 CHAUCER DR STEPHANIE DR R A 2 857 32 27,433 52 01/23/23 54 60-51 Fair (70-51) 05/01/19 SLURRY SEALDist 1 CST C ST 010 MAE AVE GALINDO ST R A 2 847 32 27,119 45 02/03/23 47 50-41 Poor (50-31)Dist 4 CETENTR C.E.T. ENTRANCE 010 NAVAJO DR END R A 2 175 32 5,600 0 08/31/17 19 10-0 Failed (30-0)

Page 4 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 6 CABERNETCI CABERNET CIR 10 CABERNET WAY END R A 2 190 31 5,890 68 03/01/23 69 70-61 Fair (70-51) 02/27/19 DEEP PATCH Dist 6 CABERNETWA CABERNET WAY 15 CHARDONNAY DR BURGUNDY WAY R A 2 1,103 33 36,399 66 03/01/23 67 70-61 Fair (70-51) Dist 6 CABOTWAY CABOT WAY 15 BEACON HILL DR BERKSHIRE WAY R A 2 766 37 28,342 77 02/02/23 78 80-71 Good (90-71) 04/24/19 SLURRY SEAL Dist 4 CABRILLOAV CABRILLO AVE 10 TAMPICO AVE LINWOOD DR R A 2 880 32 28,177 39 03/16/23 40 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 5 CACERASCIR CACERAS CIR 10 CHEROKEE DR END R A 2 480 32 15,360 15 02/10/23 17 20-11 Failed (30-0) 01/01/01 SLURRY SEAL Dist 1 CACHUMACT CACHUMA CT 10 GAVIOTA DR (W) GAVIOTA DR (E) R A 2 989 34 33,626 79 02/03/23 80 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 1 CACTUSCT CACTUS CT 10 TUMBLEWEED DR (N) TUMBLEWEED DR (S) R A 2 1,254 32 40,128 78 02/01/23 80 80-71 Good (90-71) 04/17/19 SLURRY SEAL Dist 5 CADIZCIR CADIZ CIR 10 CHEROKEE DR END R A 2 390 32 12,480 31 02/10/23 33 40-31 Poor (50-31) 01/01/01 SLURRY SEAL Dist 6 CALAVERASD CALAVERAS DR 15 WEST END EAST END R A 2 3,228 32 103,300 37 02/08/23 39 40-31 Poor (50-31) 07/29/19 DEEP PATCH Dist 3 CALIFORNIA CALIFORNIA ALY 010 E GABILAN ST E ALISAL ST R P 2 765 20 15,300 67 01/20/23 68 70-61 Fair (70-51) Dist 3 CALIFORNIA CALIFORNIA ALY 020 E ALISAL ST E SAN LUIS ST R C 2 668 20 13,361 62 11/02/20 67 70-61 Fair (70-51) Dist 3 CALIFORNIA CALIFORNIA ALY 030 E SAN LUIS ST END R A 2 420 18 7,560 6 01/20/23 9 10-0 Failed (30-0) Dist 4 CALIFORNI1 CALIFORNIA ST 010 S. END MARKET WAY R A 2 166 25 4,150 44 03/17/23 45 50-41 Poor (50-31) Dist 4 CALIFORNI1 CALIFORNIA ST 020 MARKET WAY E LAKE ST R P 2 635 52 33,020 34 03/17/23 35 40-31 Poor (50-31) 04/26/19 DEEP PATCH Dist 4 CALIFORNI1 CALIFORNIA ST 030 E LAKE ST E ROSSI ST R P 2 155 52 8,060 43 03/17/23 44 50-41 Poor (50-31) 04/26/19 DEEP PATCHDist 3 CALIFORNI1 CALIFORNIA ST 045 E GABILAN ST JOHN ST R C 2 2,332 46 107,272 38 01/20/23 40 40-31 Poor (50-31) Dist 3 CALIFORNI1 CALIFORNIA ST 145 E ACACIA ST E ROMIE LN C A 2 611 48 29,328 23 01/20/23 27 30-21 Failed (30-0) 04/15/19 DEEP PATCHDist 3 CALIFORNI1 CALIFORNIA ST 105A JOHN ST MAPLE ST C A 2 950 46 43,700 26 01/20/23 30 30-21 Failed (30-0) Dist 3 CALIFORNI1 CALIFORNIA ST 105B MAPLE ST E ACACIA ST C P 2 1,625 50 81,250 57 01/20/23 58 60-51 Fair (70-51) 11/12/19 DEEP PATCH Dist 4 CALLECEBU CALLE CEBU 15 SHERWOOD DR SUN WAY R A 2 1,056 37 39,072 81 01/26/23 82 90-81 Good (90-71) 06/03/22 FOG SEAL Dist 1 CAMARILLOC CAMARILLO CT 10 MORENO DR (N) MORENO DR (S) R A 2 1,000 33 33,000 78 02/03/23 79 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 6 CAMBRIANDR CAMBRIAN DR 10 ATHERTON WAY CUPERTINO WAY R A 2 1,320 37 48,840 26 02/04/23 28 30-21 Failed (30-0) Dist 6 CAMBRIANDR CAMBRIAN DR 30 CUPERTINO WAY SAUSAL DR R A 2 1,051 37 38,887 21 02/04/23 23 30-21 Failed (30-0) Dist 6 CAMBRIDGEC CAMBRIDGE CT 10 WESTMINSTER DR (N) END R A 2 1,389 32 44,464 71 02/17/23 72 80-71 Good (90-71) Dist 3 CAMDENWAY CAMDEN WAY 010 BEDFORD DR W ACACIA ST R A 2 215 32 6,880 39 01/25/23 41 40-31 Poor (50-31)Dist 3 CAMDENWAY CAMDEN WAY 020 W ACACIA ST CARMELITA DR R A 2 538 32 17,216 41 01/25/23 43 50-41 Poor (50-31) Dist 1 CAMILLECT CAMILLE CT 10 ATLANTIC ST END R A 2 194 25 4,850 61 02/02/23 62 70-61 Fair (70-51) 01/01/07 CAPE SEAL Dist 2 CAMPANIACI CAMPANIA CIR 10 PALERMO DR EAST END R A 2 242 32 7,744 84 03/15/23 85 90-81 Good (90-71) 06/21/22 RECONSTRUCT SURFACE (AC) Dist 2 CAMPANIAWA CAMPANIA WAY 15 PALERMO DR C.O.P. R A 2 632 34 21,590 87 08/15/23 87 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 2 CAMPANIAWA CAMPANIA WAY 20 C.O.P. WEST END R A 2 550 34 18,700 91 03/15/23 93 100-91 Excellent (100-91)Dist 3 CAMPUSAVE CAMPUS AVE 010 HASTINGS AVE LEMOS AVE R O 2 675 32 21,600 95 06/28/23 100 100-91 Excellent (100-91) 06/28/23 HEAVY REHABDist 3 CAMPUSAVE CAMPUS AVE 020 LEMOS AVE FAIRFAX DR R O 2 250 31 7,750 95 06/28/23 100 100-91 Excellent (100-91) 06/28/23 HEAVY REHAB Dist 1 CANCUNCIR CANCUN CIR 10 BERNARDO AVE END R A 2 145 33 4,785 75 02/03/23 76 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 2 CANELLICT CANELLI CT 15 TUSCANY BLVD CANELLI CT R A 2 1,642 33 54,186 88 08/15/23 88 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 CANTERBURY CANTERBURY ST 15 LEXINGTON DR END R A 2 1,215 32 38,883 77 02/03/23 78 80-71 Good (90-71) Dist 1 CAOBAWAY CAOBA WAY 10 AMARILLO WAY NOGAL DR R O 2 875 32 28,000 94 02/01/23 99 100-91 Excellent (100-91) 10/12/22 LIGHT REHAB Dist 1 CAOBAWAY CAOBA WAY 20 AMARILLO WAY END R A 2 169 37 6,253 7 02/01/23 10 10-0 Failed (30-0) Dist 6 CAPECODWAY CAPE COD WAY 15 ROCKPORT WAY CONSTITUTION BLVD R A 2 1,142 32 36,554 79 02/02/23 80 80-71 Good (90-71) 04/24/19 SLURRY SEAL Dist 3 CAPISTRANO CAPISTRANO DR 15 ORANGE DR W ACACIA ST R A 2 1,559 32 49,910 33 01/23/23 35 40-31 Poor (50-31) 07/16/19 DEEP PATCH Dist 3 CAPITOLST CAPITOL ST 010 W MARKET ST CENTRAL ST C P 2 1,170 40 46,800 45 03/15/23 46 50-41 Poor (50-31) Dist 3 CAPITOLST CAPITOL ST 020 CENTRAL AVE CLAY ST C P 2 2,260 40 90,400 50 03/15/23 51 50-41 Poor (50-31) 06/14/21 SKIN PATCH Dist 3 CAPITOLST CAPITOL ST 030 CLAY ST END R C 2 519 40 20,760 27 03/15/23 28 30-21 Failed (30-0) Dist 3 CAPITOLST CAPITOL ST 110 LANG ST GEIL ST R A 2 325 38 12,350 21 01/25/23 23 30-21 Failed (30-0) Dist 2 CAPRIWAY CAPRI WAY 15 PIAZZA DR END R A 2 810 32 25,933 85 08/15/23 85 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 1 CARDINAWAY CARDINA WAY 10 BERNARDO AVE PALMERA AVE R A 2 440 34 14,985 75 02/03/23 76 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 1 CARICT CARI CT 10 ATLANTIC ST END R A 2 194 25 4,850 58 02/02/23 59 60-51 Fair (70-51) 03/11/19 DEEP PATCH Dist 1 CARIBBEANA CARIBBEAN AVE 010 HAWAII PL TAHITI PL R A 2 241 32 7,712 41 02/02/23 43 50-41 Poor (50-31) Dist 1 CARIBBEANA CARIBBEAN AVE 020 TAHITI PL PACIFIC AVE R A 2 239 32 7,659 34 02/02/23 36 40-31 Poor (50-31) 01/01/07 SLURRY SEAL Dist 3 CARMELAVE CARMEL AVE 010 MAPLE ST EL PASO PL R P 2 1,263 34 42,942 60 01/24/23 61 60-51 Fair (70-51) Dist 3 CARMELAVE CARMEL AVE 020 EL PASO PL HAWTHORNE ST R C 2 694 37 25,678 24 01/24/23 26 30-21 Failed (30-0) Dist 3 CARMELITAD CARMELITA DR 010 AMBROSE DR W ALISAL ST R A 2 1,904 32 60,928 23 01/24/23 25 30-21 Failed (30-0) Dist 3 CARMELITAD CARMELITA DR 020 W ALISAL ST PALMA DR R A 2 1,050 37 38,850 31 01/24/23 33 40-31 Poor (50-31) 01/01/01 CAPE SEALDist 2 CAROLDR CAROL DR 15 FLORENCE PL END R A 2 1,431 32 45,813 38 01/18/23 40 40-31 Poor (50-31) Dist 4 CARRAVE CARR AVE 15 E MARKET ST END R A 2 748 38 28,438 48 03/13/23 49 50-41 Poor (50-31)

Page 5 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 2 CARRIAGECT CARRIAGE CT 10 CARRIAGE DR (N) CARRIAGE DR (S) R A 2 786 32 25,152 46 03/15/23 47 50-41 Poor (50-31) 01/01/14 SLURRY SEAL Dist 2 CARRIAGEDR CARRIAGE DR 010 COUNTRYSIDE DR CARRIAGE CT (N) R A 2 448 32 14,336 48 03/15/23 49 50-41 Poor (50-31) Dist 6 CASCADECIR CASCADE CIR 15 KLAMATH DR END R A 2 491 32 15,739 36 02/08/23 38 40-31 Poor (50-31)Dist 6 CASCADECT CASCADE CT 15 KLAMATH DR CASCADE CIR R A 2 958 37 35,446 40 02/08/23 42 40-31 Poor (50-31) 03/26/19 DEEP PATCH Dist 6 CASCADEWAY CASCADE WAY 15 BUCKINGHAM DR C.O.P. R A 2 225 37 8,325 84 08/15/23 84 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 CASCADEWAY CASCADE WAY 20 C.O.P. KLAMATH DR R A 2 680 37 25,160 61 02/08/23 62 70-61 Fair (70-51) Dist 4&5 CASENTINIS CASENTINI ST 10 RICO ST N MAIN ST C A 2 2,331 42 97,941 63 03/16/23 65 70-61 Fair (70-51) 01/01/01 SLURRY SEALDist 3 CASSIDYST CASSIDY ST 10 CENTRAL AVE ARCHER ST R C 2 320 32 10,240 28 03/16/23 29 30-21 Failed (30-0) Dist 2 CASSINOCIR CASSINO CIR 10 CASSINO WAY END R A 2 290 32 9,280 85 08/15/23 85 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 2 CASSINOWAY CASSINO WAY 15 SPOLETO ST (N) SPOLETO ST (S) R A 2 1,041 37 38,517 86 08/15/23 86 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 CASTLETONS CASTLETON ST 15 LITTLE RIVER DR END R A 2 729 37 26,973 77 02/03/23 78 80-71 Good (90-71) Dist 5 CASTROST CASTRO ST 10 N MAIN ST W LAMAR ST R A 2 680 32 21,769 47 03/02/23 48 50-41 Poor (50-31) 01/01/01 CAPE SEAL Dist 3 CATALINAAV CATALINA AVE 10 WILSON ST NACIONAL ST R A 2 668 37 24,716 32 03/16/23 34 40-31 Poor (50-31) 04/03/19 DEEP PATCHDist 1 CAYUCOSCIR CAYUCOS CIR 10 MORENO DR END R A 2 234 33 7,722 77 02/03/23 78 80-71 Good (90-71) 01/01/07 SLURRY SEALDist 3 CAYUGAST CAYUGA ST 010 CENTRAL AVE W GABILAN ST R C 2 473 38 17,974 31 01/26/23 33 40-31 Poor (50-31) Dist 3 CAYUGAST CAYUGA ST 110 W ALISAL ST SAN LUIS ST R C 2 635 39 24,765 21 01/25/23 23 30-21 Failed (30-0)Dist 3 CAYUGAST CAYUGA ST 115 SAN LUIS ST CLAY ST R C 2 445 39 17,355 32 01/25/23 34 40-31 Poor (50-31) Dist 3 CAYUGAST CAYUGA ST 120 CLAY ST S END R A 2 290 37 10,730 27 01/25/23 29 30-21 Failed (30-0)Dist 4 CEDARST CEDAR ST 10 PARKWAY RD E MARKET ST R A 2 416 36 14,976 34 03/03/23 36 40-31 Poor (50-31) 01/01/01 CAPE SEALDist 4 CEDARST CEDAR ST 25 N SANBORN RD E MARKET ST R A 2 397 35 13,895 28 03/03/23 30 30-21 Failed (30-0) Dist 3 CEDROSAVE CEDROS AVE 10 NACIONAL ST END R A 2 385 32 12,320 21 03/16/23 23 30-21 Failed (30-0) 03/18/19 SHALLOW PATCH Dist 4 CENTERST CENTER ST 15 E MARKET ST EAST ST R A 2 906 38 34,428 49 03/16/23 50 50-41 Poor (50-31) Dist 3 CENTRALAVE CENTRAL AVE 055 DAVIS RD UNIVERSITY AVE C C 2 882 49 43,218 52 01/25/23 54 60-51 Fair (70-51)Dist 3 CENTRALAVE CENTRAL AVE 065 UNIVERSITY AVE NACIONAL ST C C 2 1,475 49 72,275 37 01/25/23 39 40-31 Poor (50-31) 12/30/20 SKIN PATCH Dist 3 CENTRALAVE CENTRAL AVE 075 NACIONAL ST HOMESTEAD AVE C C 2 1,279 49 62,671 39 01/25/23 41 40-31 Poor (50-31) 12/30/20 SKIN PATCH Dist 3 CENTRALAVE CENTRAL AVE 085 HOMESTEAD AVE CAPITOL ST C C 2 1,277 49 62,573 48 01/25/23 50 50-41 Poor (50-31) Dist 3 CENTRALAVE CENTRAL AVE 095 CAPITOL ST SALINAS ST C C 2 1,299 49 63,651 56 08/15/23 56 60-51 Fair (70-51) 08/15/23 SCRUB/SLURRY SEALDist 3 CENTRALAVE CENTRAL AVE 180 SALINAS ST MAIN ST C A 2 260 40 10,429 41 01/25/23 44 50-41 Poor (50-31) 05/06/19 SHALLOW PATCH Dist 6 CHABLISCIR CHABLIS CIR 10 MERLOT WAY END R A 2 259 31 8,029 66 03/01/23 67 70-61 Fair (70-51) 01/01/07 SLURRY SEAL Dist 3 CHALONCIR CHALON CIR 10 W ACACIA ST END R A 2 256 32 8,199 21 01/25/23 23 30-21 Failed (30-0) 10/19/20 SKIN PATCHDist 3 CHAMBERLAI CHAMBERLAIN ST 10 BRUNKEN AVE ABBOTT ST R A 2 671 41 27,511 20 01/18/23 22 20-11 Failed (30-0) 01/01/02 CAPE SEAL Dist 1 CHAMISECIR CHAMISE CIR 10 CHAMISE CT END R A 2 231 32 7,404 79 02/01/23 81 80-71 Good (90-71) 04/18/19 SLURRY SEAL Dist 1 CHAMISEDR CHAMISE DR 010 BUCKHORN DR TAMARAK WAY R A 2 873 37 32,301 79 02/01/23 80 80-71 Good (90-71) 04/18/19 SLURRY SEALDist 1 CHAMISEDR CHAMISE DR 020 TAMARAK WAY SAGE CT (S) R A 2 899 32 28,768 79 02/01/23 80 80-71 Good (90-71) 04/18/19 SLURRY SEAL Dist 4 CHAPARRALS CHAPARRAL ST 015 N MAIN ST LINWOOD DR C A 2 3,143 42 132,006 38 02/17/23 41 40-31 Poor (50-31) 04/28/21 SLURRY SEAL Dist 4 CHAPARRALS CHAPARRAL ST 035 LINWOOD DR NATIVIDAD RD C A 2 2,486 38 94,468 67 02/17/23 69 70-61 Fair (70-51) 05/16/19 DEEP PATCH Dist 6 CHARDONNAY CHARDONNAY CIR 10 CHARDONNAY DR END R A 2 200 31 6,200 68 03/01/23 69 70-61 Fair (70-51) 01/01/07 SLURRY SEAL Dist 6 CHARDONNA1 CHARDONNAY DR 15 CROMWELL DR MCKINNON ST R A 2 2,365 41 96,965 68 03/01/23 69 70-61 Fair (70-51)Dist 6 CHARLESTOW CHARLESTOWN WAY 15 BEACON HILL DR BUNKER HILL WAY R A 2 552 37 20,424 76 02/02/23 77 80-71 Good (90-71) Dist 1 CHARROWAY CHARRO WAY 10 ALAMO WAY RIDER AVE R A 2 302 38 11,476 43 02/02/23 45 50-41 Poor (50-31) 01/01/07 CAPE SEAL Dist 3 CHAUCERDR CHAUCER DR 15 W END E END R A 2 2,011 38 76,418 58 01/23/23 60 60-51 Fair (70-51) 05/09/19 SHALLOW PATCH Dist 6 CHELSEACT CHELSEA CT 10 WIMBLEDON AVE (W) WIMBLEDON AVE (E) R A 2 1,476 32 47,232 60 02/08/23 61 60-51 Fair (70-51) Dist 5 CHEROKEECT CHEROKEE CT 10 CHEROKEE DR (N) CHEROKEE DR (S) R A 2 1,646 32 52,686 17 02/16/23 19 20-11 Failed (30-0) 01/01/01 SLURRY SEAL Dist 5 CHEROKEEDR CHEROKEE DR 010 N MAIN ST MADRID ST C A 2 2,035 42 85,470 61 02/16/23 63 70-61 Fair (70-51) Dist 5 CHEROKEEDR CHEROKEE DR 020 MADRID ST SEVILLE ST C A 2 599 42 25,158 35 02/16/23 38 40-31 Poor (50-31) Dist 5 CHEROKEEDR CHEROKEE DR 030 SEVILLE ST DURAN ST C A 2 581 42 24,402 53 02/16/23 55 60-51 Fair (70-51) Dist 5 CHEROKEEDR CHEROKEE DR 040 DURAN ST W ALVIN DR C A 2 1,324 42 55,608 41 02/16/23 44 50-41 Poor (50-31) Dist 5 CHEROKEEDR CHEROKEE DR 050 W AVLIN DR INCA WAY C A 2 883 38 33,554 63 02/16/23 65 70-61 Fair (70-51) 05/10/19 SLURRY SEAL Dist 5 CHEROKEEDR CHEROKEE DR 060 INCA WAY TULANE ST C A 2 2,170 38 82,460 43 02/16/23 46 50-41 Poor (50-31) 05/09/19 SLURRY SEAL Dist 5 CHEROKEEDR CHEROKEE DR 070 TULANE ST S END R A 2 525 38 19,950 26 02/16/23 28 30-21 Failed (30-0) 05/09/19 SLURRY SEAL Dist 4 CHERRYDR CHERRY DR 10 SHERWOOD DR PEACH DR R A 2 701 32 22,459 12 01/26/23 15 20-11 Failed (30-0) 03/26/19 DEEP PATCH Dist 6 CHESHIREWA CHESHIRE WAY 10 BENNINGTON CT BEACON HILL DR R A 2 249 37 9,213 74 02/02/23 75 80-71 Good (90-71) 01/01/07 SLURRY SEALDist 3 CHESTNUTST CHESTNUT ST 10 S MAIN ST PAJARO ST R C 2 773 43 33,239 30 01/20/23 32 30-21 Failed (30-0) Dist 3 CHESTNUTST CHESTNUT ST 20 PAJARO ST CALIFORNIA ST R C 2 691 45 31,095 47 01/20/23 48 50-41 Poor (50-31)

Page 6 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 6 CHESWICKCI CHESWICK CIR 10 WELLINGTON CT END R A 2 390 32 12,503 59 02/02/23 61 60-51 Fair (70-51) 04/23/19 SLURRY SEAL Dist 6 CHICOWAY CHICO WAY 10 SISKIYOU DR CALAVERAS DR R A 2 695 32 22,265 35 02/08/23 37 40-31 Poor (50-31) 01/01/01 SLURRY SEAL Dist 6 CHRISTENSE CHRISTENSEN AVE 15 E ALVIN DR JULIA AVE R A 2 1,888 38 71,744 79 08/15/23 79 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 3 CHURCHST CHURCH ST 40 CLAY ST W ALISAL ST C C 2 1,117 38 42,446 41 01/26/23 43 50-41 Poor (50-31) Dist 3 CHURCHST CHURCH ST 50 W ALISAL ST CENTRAL AVE C A 2 1,142 38 43,396 55 08/15/23 55 60-51 Fair (70-51) 08/15/23 SCRUB/SLURRY SEAL Dist 6 CHURCHILLC CHURCHILL CIR 10 CHURCHILL WAY END R A 2 244 33 8,052 65 02/08/23 66 70-61 Fair (70-51) 01/01/08 SLURRY SEAL Dist 6 CHURCHILLW CHURCHILL WAY 15 CROMWELL DR (W) CROMWELL DR (N) R A 2 1,057 33 34,881 68 02/08/23 69 70-61 Fair (70-51)Dist 4 CIRCLEDR CIRCLE DR 010 N MADEIRA AVE N SANBORN RD C A 2 2,835 37 104,895 62 03/03/23 64 70-61 Fair (70-51) 04/26/19 SLURRY SEALDist 4 CIRCLEDR CIRCLE DR 015 N SANBORN RD OREGON ST C A 2 1,563 35 54,705 32 03/03/23 35 40-31 Poor (50-31) 01/16/19 DEEP PATCH Dist 4 CIRCLEPL CIRCLE PL 10 CIRCLE DR END R A 2 678 38 25,764 37 03/03/23 39 40-31 Poor (50-31) 06/14/19 DEEP PATCH Dist 5 CLAREMONTS CLAREMONT ST 10 ROCHEX AVE W LAUREL DR R A 2 457 32 14,633 42 02/16/23 44 50-41 Poor (50-31) 01/01/01 CAPE SEAL Dist 3 CLARKST CLARK ST 15 NACIONAL CT (S) W MARKET ST R A 2 1,356 50 67,831 49 03/16/23 50 50-41 Poor (50-31) 03/26/19 DEEP PATCH Dist 3 CLAYALY CLAY ALY 10 W SAN LUIS ST CLAY ST R P 2 444 14 6,216 38 03/16/23 39 40-31 Poor (50-31) Dist 3 CLAYST CLAY ST 10 S MAIN ST LINCOLN AVE A A 2 363 57 20,691 27 01/26/23 30 30-21 Failed (30-0) 02/27/19 DEEP PATCH Dist 3 CLAYST CLAY ST 20 LINCOLN AVE IVERSON ST C C 2 1,962 36 70,632 32 01/26/23 35 40-31 Poor (50-31) Dist 5 CLEVELANDA CLEVELAND AVE 15 VAN BUREN AVE LENNY ST R A 2 1,212 38 46,056 29 03/02/23 31 30-21 Failed (30-0) Dist 6 CLINTONCT CLINTON CT 10 MANHATTAN DR S END R A 2 347 33 11,451 83 08/15/23 83 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 CLINTONCT CLINTON CT 20 MANHATTAN DR at HUDSON WAY CLINTON CT R A 2 895 33 29,535 84 08/15/23 84 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 1 COBBLESTON COBBLESTONE ST 010 BEACON HILL DR START ONEWAY LOOP R A 2 1,290 34 43,860 74 02/02/23 75 80-71 Good (90-71) Dist 1 COBBLESTON COBBLESTONE ST 020 START ONEWAY LOOP END ONEWAY @ COBBLESTONE R A 1 545 26 14,170 65 02/02/23 66 70-61 Fair (70-51) Dist 4 COITWAY COIT WAY 10 BRIGHTON ST W ROSSI ST R A 2 156 37 5,772 33 03/02/23 35 40-31 Poor (50-31) 01/01/07 SLURRY SEAL Dist 3 COLERIDGED COLERIDGE DR 10 LOS OLIVOS ST RIKER ST R A 2 1,411 37 52,207 67 01/23/23 68 70-61 Fair (70-51) 05/16/19 SLURRY SEAL Dist 3 COLERIDGED COLERIDGE DR 20 RIKER ST SE END R A 2 425 32 13,600 64 01/23/23 65 70-61 Fair (70-51) 05/17/19 SLURRY SEAL Dist 3 COLLEGEDR COLLEGE DR 010 CAMPUS AVE W ALISAL ST R A 2 1,216 38 46,208 39 01/25/23 41 40-31 Poor (50-31)Dist 3 COLLEGEDR COLLEGE DR 020 W ALISAL ST END R A 2 1,481 38 56,278 26 01/25/23 28 30-21 Failed (30-0)Dist 5 COLTONDR COLTON DR 15 FLINT WAY ESTRADA WAY R A 2 1,311 32 41,958 69 03/02/23 70 70-61 Fair (70-51) 05/10/19 SLURRY SEALDist 3 COLUMBIAAV COLUMBIA AVE 10 HASTINGS AVE LEMOS AVE R A 2 682 32 21,824 29 01/25/23 31 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 3 COLUMBIAAV COLUMBIA AVE 20 LEMOS AVE W ACACIA ST R A 2 865 32 27,680 31 01/25/23 33 40-31 Poor (50-31) Dist 5 COLUMBINED COLUMBINE DR 10 HEATHER DR LUPIN DR R A 2 755 32 24,176 33 03/01/23 35 40-31 Poor (50-31) 11/05/19 DEEP PATCH Dist 6 COLUSAPL COLUSA PL 10 MENDOCINO DR (W) MENDOCINO DR (E) R A 2 1,470 32 47,040 21 02/17/23 23 30-21 Failed (30-0) 03/07/19 DEEP PATCH Dist 5 COMANCHEWA COMANCHE WAY 10 SHAWNEE WAY CHEROKEE DR R A 2 786 32 25,161 26 02/16/23 28 30-21 Failed (30-0) 01/01/01 SLURRY SEAL Dist 4 COMMISSION COMMISSION ST 15 GRIFFIN ST END R A 2 1,489 32 47,659 26 01/26/23 28 30-21 Failed (30-0) 07/29/19 DEEP PATCH Dist 6 COMPTONWAY COMPTON WAY 15 PESCADERO DR GLENDORA WAY R A 2 535 38 20,356 23 03/17/23 25 30-21 Failed (30-0) Dist 4 CONNELYCT CONNELY CT 10 CONNELY ST (W) CONNELY ST (E) R A 2 593 32 18,996 28 03/03/23 30 30-21 Failed (30-0) 01/01/01 SLURRY SEAL Dist 4 CONNELYST CONNELY ST 15 N SANBORN RD EUCALYPTUS DR R A 2 886 35 31,010 20 03/03/23 22 20-11 Failed (30-0) Dist 1&6 CONSTITUTI CONSTITUTION BLVD NB10 E LAUREL DR INDEPENDENCE BLVD A A 2 3,904 32 124,944 72 01/20/23 73 80-71 Good (90-71) 05/14/19 SLURRY SEAL Dist 1&6 CONSTITUTI CONSTITUTION BLVD NB20 INDEPENDENCE BLVD BEACON HILL DR A A 2 1,728 32 55,314 73 01/20/23 75 80-71 Good (90-71) 05/17/19 DEEP PATCH Dist 1&6 CONSTITUTI CONSTITUTION BLVD NB30 BEACON HILL DR (S) LAS CASITAS DR A A 2 1,002 32 32,095 76 01/20/23 78 80-71 Good (90-71) 05/14/19 SLURRY SEALDist 1&6 CONSTITUTI CONSTITUTION BLVD NB40 LAS CASITAS DR FREEDOM PKWY A A 2 1,202 34 40,868 67 01/20/23 69 70-61 Fair (70-51) 05/14/19 SLURRY SEAL Dist 1&6 CONSTITUTI CONSTITUTION BLVD NB50 FREEDOM PKWY BEACON HILL DR (N) A A 2 840 34 28,560 62 01/20/23 64 70-61 Fair (70-51) 05/14/19 SLURRY SEALDist 1&6 CONSTITUTI CONSTITUTION BLVD NB60 BEACON HILL DR (N) RHODE ISLAND ST A A 2 877 34 29,818 63 01/20/23 65 70-61 Fair (70-51) 05/14/19 SLURRY SEALDist 1 CONSTITUTI CONSTITUTION BLVD NB70 RHODE ISLAND ST E BORONDA RD A A 2 640 34 21,760 76 01/20/23 77 80-71 Good (90-71) 05/14/19 SLURRY SEAL Dist 1 CONSTITUTI CONSTITUTION BLVD SB10 E BORONDA RD NANTUCKET BLVD A A 2 640 34 21,760 74 01/20/23 76 80-71 Good (90-71) 05/14/19 SLURRY SEALDist 1&6 CONSTITUTI CONSTITUTION BLVD SB20 NANTUCKET BLVD BEACON HILL DR (N) A A 2 886 34 30,124 65 01/20/23 67 70-61 Fair (70-51) 05/14/19 SLURRY SEALDist 1&6 CONSTITUTI CONSTITUTION BLVD SB30 BEACON HILL DR (N) FREEDOM PKWY A A 2 840 32 26,880 72 01/20/23 74 80-71 Good (90-71) 05/14/19 SLURRY SEAL Dist 1&6 CONSTITUTI CONSTITUTION BLVD SB40 FREEDOM PKWY LAS CASITAS DR A A 2 1,189 34 40,426 60 01/20/23 62 60-51 Fair (70-51) 05/14/19 SLURRY SEAL Dist 1&6 CONSTITUTI CONSTITUTION BLVD SB50 LAS CASITAS BEACON HILL DR (S) A A 2 843 34 33,150 61 01/20/23 63 70-61 Fair (70-51) 05/14/19 SLURRY SEAL Dist 1&6 CONSTITUTI CONSTITUTION BLVD SB60 BEACON HILL DR (S) INDEPENDENCE BLVD A A 2 1,729 32 55,328 74 01/20/23 75 80-71 Good (90-71) 05/14/19 SLURRY SEAL Dist 1&6 CONSTITUTI CONSTITUTION BLVD SB70 INDEPENDENCE BLVD E LAUREL DR A A 2 3,904 32 124,944 68 01/20/23 70 70-61 Fair (70-51) 05/14/19 SLURRY SEAL Dist 5 COOLIDGEST COOLIDGE ST 10 HOOVER ST TAYLOR ST R A 2 494 32 15,816 43 03/02/23 44 50-41 Poor (50-31) 01/01/07 CAPE SEALDist 2 COOPERAVE COOPER AVE 10 2ND AVE TOWT ST R A 2 472 35 16,520 23 03/13/23 25 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 3 CORNELLAVE CORNELL AVE 10 HASTINGS AVE LEMOS AVE R A 2 681 32 21,815 32 01/25/23 34 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 3 CORONADOAV CORONADO AVE 10 WILSON ST SANTA BARBARA AVE R A 2 536 32 17,167 44 03/16/23 45 50-41 Poor (50-31) 01/01/01 CAPE SEAL Dist 2 CORTEZST CORTEZ ST 15 NEW DEAL ST END R A 2 1,045 32 33,440 22 02/03/23 24 30-21 Failed (30-0)

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 1 CORTINAWAY CORTINA WAY 10 BERNARDO AVE PALMERA AVE R A 2 593 37 21,941 75 02/03/23 76 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 1 CTTNWDCT COTTONWOOD CT 10 COTTONWOOD DR (W) COTTONWOOD DR (E) R A 2 895 33 29,535 67 02/01/23 68 70-61 Fair (70-51) 04/18/19 SLURRY SEAL Dist 1 CTTNWDDR COTTONWOOD DR 010 COTTONWOOD CT END R A 2 1,145 33 37,785 57 02/01/23 58 60-51 Fair (70-51) 04/18/19 SLURRY SEALDist 1 CTTNWDWY COTTONWOOD WAY 010 RIDER AVE COTTONWOOD DR R A 2 429 37 15,873 78 02/01/23 79 80-71 Good (90-71) 04/18/19 SLURRY SEAL Dist 1 COUGARDR COUGAR DR 15 ANTELOPE DR FREEDOM PKWY R A 2 2,407 37 89,059 80 02/01/23 81 80-71 Good (90-71) 04/16/19 SLURRY SEALDist 1 COUGARWAY COUGAR WAY 10 EAGLE DR COUGAR DR R A 2 244 38 9,272 79 02/01/23 80 80-71 Good (90-71) 04/15/19 SLURRY SEAL Dist 2 COUNTRYSID COUNTRYSIDE DR 15 BARDIN RD EAST END R A 2 915 40 36,600 43 03/15/23 44 50-41 Poor (50-31) Dist 6 COVENTRYST COVENTRY ST 10 BARRICADE (S) N END R A 2 2,130 38 80,940 73 02/04/23 74 80-71 Good (90-71) Dist 6 COVENTRYST COVENTRY ST 15 GLENDORA WAY BARICADE (N) R A 2 120 37 4,440 48 02/04/23 49 50-41 Poor (50-31)Dist 6 CREEKBRIDG CREEKBRIDGE CIR 10 PROVINCETOWN DR END R A 2 316 32 10,119 65 02/03/23 66 70-61 Fair (70-51) Dist 5 CRESCENTWA CRESCENT WAY 15 ADAMS ST N 1ST ST R A 2 2,692 32 86,170 26 02/16/23 28 30-21 Failed (30-0) Dist 3 CRESPIWAY CRESPI WAY 10 W ACACIA ST PALMA DR R A 2 887 32 28,411 27 01/24/23 29 30-21 Failed (30-0) 03/26/19 DEEP PATCH Dist 6 CRESTVIEWS CRESTVIEW ST 15 KITTERY ST END R A 2 1,208 33 39,864 76 02/02/23 77 80-71 Good (90-71) Dist 6 CRESTVIEWW CRESTVIEW WAY 10 SNUG HARBOR ST CRESTVIEW ST R A 2 233 32 7,456 73 02/02/23 74 80-71 Good (90-71) 01/01/14 SLURRY SEAL Dist 6 CROMWELLCI CROMWELL CIR 10 CROMWELL DR END R A 2 128 32 4,104 68 02/08/23 69 70-61 Fair (70-51) 01/01/08 SLURRY SEAL Dist 6 CROMWELLDR CROMWELL DR 15 EL DORADO DR VICTORIA AVE R A 2 1,361 37 50,357 69 02/08/23 70 70-61 Fair (70-51) Dist 2 CROSSAVE CROSS AVE 010 E MARKET ST PALOMA AVE (E) R A 2 465 38 17,670 53 03/15/23 54 60-51 Fair (70-51) Dist 2 CROSSAVE CROSS AVE 020 E MARKET ST MIAMI ST R A 2 1,809 36 65,124 39 03/15/23 41 40-31 Poor (50-31) 08/16/19 DEEP PATCH Dist 2 CROSSAVE CROSS AVE 030 MIAMI ST BARDIN RD R A 2 1,086 36 39,096 49 03/15/23 50 50-41 Poor (50-31) Dist 2 CROSSAVE CROSS AVE 110 CROSS AVE PALOMA AVE R A 1 225 20 4,500 62 03/15/23 63 70-61 Fair (70-51)Dist 5 CUEVASCIR CUEVAS CIR 10 CHEROKEE DR END R A 2 337 32 10,811 47 02/10/23 48 50-41 Poor (50-31) 01/01/01 SLURRY SEAL Dist 6 CUPERTINOW CUPERTINO WAY 15 MILLBRAE ST CAMBRIAN DR R A 2 2,262 32 72,397 30 02/04/23 32 30-21 Failed (30-0) 01/14/19 DEEP PATCH Dist 3 CYPRESSST CYPRESS ST 10 CENTRAL AVE END R A 2 238 37 8,806 18 01/25/23 20 20-11 Failed (30-0) 01/01/01 SLURRY SEAL Dist 1 DST D ST 15 MAE AVE GALINDO ST R A 2 851 32 27,261 37 02/03/23 39 40-31 Poor (50-31) Dist 2 DALLASAVE DALLAS AVE 10 GARNER AVE CORTEZ ST R O 2 775 36 27,900 95 05/29/23 100 100-91 Excellent (100-91) 05/29/23 HEAVY REHABDist 2 DALLASAVE DALLAS AVE 20 CORTEZ ST DEL MONTE AVE R O 2 770 36 27,720 95 05/29/23 100 100-91 Excellent (100-91) 05/29/23 HEAVY REHABDist 6 DANBURYST DANBURY ST 15 HARTFORD ST INDEPENDENCE BLVD R A 2 751 32 24,060 75 02/04/23 76 80-71 Good (90-71) Dist 6 DARTMOUTHW DARTMOUTH WAY 10 E BORONDA RD S END (BARICADE) R A 2 364 41 14,924 54 03/01/23 55 60-51 Fair (70-51) Dist 3 DAYTONST DAYTON ST 10 HARKINS RD END R A 2 1,635 42 68,670 7 01/17/23 10 10-0 Failed (30-0) 07/05/19 DEEP PATCHDist 1 DECUNHACT DE CUNHA CT 15 DECLARATION ST (N) DECLARATION ST (S) R A 2 2,009 32 64,288 75 02/02/23 76 80-71 Good (90-71) 08/07/19 DEEP PATCH Dist 2 DELATORRE DE LA TORRE ST 15 ROY DIAZ ST (N) ROY DIAZ ST (S) R A 2 2,121 40 84,851 51 01/17/23 53 60-51 Fair (70-51) Dist 3 DELAVINAWA DE LA VINA WAY 10 LOS OLIVOS DR PASATIEMPO WAY R A 2 601 32 19,261 72 01/23/23 73 80-71 Good (90-71) 05/14/19 SLURRY SEAL Dist 6 DECLARATIO DECLARATION ST 10 BEACON HILL DR NANTUCKET BLVD R A 2 1,488 37 55,056 79 02/02/23 80 80-71 Good (90-71) 04/26/19 SLURRY SEAL Dist 1 DECLARATIO DECLARATION ST 100 NANTUCKET BLVD DE CUNHA CT R A 2 690 37 25,530 77 02/02/23 78 80-71 Good (90-71) 01/01/08 SLURRY SEAL Dist 4 DEERST DEER ST 15 N MAIN ST END R A 2 539 25 13,490 60 03/01/23 61 60-51 Fair (70-51) Dist 3 DELMARDR DEL MAR DR 15 END NISSEN RD R A 2 1,339 32 42,851 33 01/23/23 35 40-31 Poor (50-31) 07/07/20 SKIN PATCH Dist 1 DELMONTEAV DEL MONTE AVE 010 RIDER AVE N SANBORN RD C O 2 1,404 42 58,968 46 02/02/23 48 50-41 Poor (50-31) 08/09/19 DEEP PATCH Dist 1&2 DELMONTEAV DEL MONTE AVE 020 N SANBORN RD MAE AVE C O 2 1,325 42 55,650 33 02/02/23 35 40-31 Poor (50-31) 03/11/19 DEEP PATCH Dist 1&2 DELMONTEAV DEL MONTE AVE 030 MAE AVE BURKE ST C O 2 885 42 37,170 41 02/02/23 43 50-41 Poor (50-31) 01/01/02 2" OVERLAY Dist 2 DELMONTEAV DEL MONTE AVE 040 BURKE ST WILLIAMS RD C A 2 1,130 44 49,720 40 02/02/23 43 40-31 Poor (50-31) 02/28/19 DEEP PATCH Dist 2 DELMONTEAV DEL MONTE AVE 050 WILLIAMS RD END R A 2 1,084 42 45,528 62 02/02/23 63 70-61 Fair (70-51) Dist 3 DELREYCIR DEL REY CIR 10 PADRE DR END R A 2 463 32 14,835 53 01/23/23 54 60-51 Fair (70-51) 01/01/01 CAPE SEAL Dist 6 DELANCEYDR DELANCEY DR 15 BROADWAY DR END R A 2 1,675 37 61,975 69 08/15/23 69 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEAL Dist 2 DENNISAVE DENNIS AVE 15 TAMPA ST BARDIN RD R A 2 2,180 34 74,120 56 03/15/23 57 60-51 Fair (70-51)Dist 6 DERBYWAY DERBY WAY 10 WESTMINSTER DR HAMPTON ST R A 2 258 37 9,546 74 02/17/23 75 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 6 DEVONSHIRE DEVONSHIRE WAY 10 WESTMINSTER DR ERCIA ST R A 2 1,068 32 34,181 74 02/17/23 75 80-71 Good (90-71) 01/01/07 SLURRY SEALDist 2 DEWEYAVE DEWEY AVE 10 BEECH ST TOWT ST R A 2 412 52 21,424 16 03/13/23 18 20-11 Failed (30-0) 01/01/01 CAPE SEAL Dist 4 DIABLODR DIABLO DR 10 E LAUREL DR ELWOOD ST R A 2 790 30 23,723 31 02/17/23 33 40-31 Poor (50-31) 01/01/07 SLURRY SEAL

Page 8 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 3 DICKENSCIR DICKENS CIR 10 DICKENS DR END R A 2 183 32 5,866 49 01/23/23 51 50-41 Poor (50-31) 05/17/19 SLURRY SEAL Dist 3 DICKENSDR DICKENS DR 15 KIPLING ST COLERIDGE DR R A 2 740 32 23,680 47 01/23/23 49 50-41 Poor (50-31) 10/25/19 SEAL CRACKS Dist 3 DICKENSDR DICKENS DR 20 COLERIDGE DR CHAUCER DR R A 2 700 32 22,400 75 01/23/23 76 80-71 Good (90-71) 10/25/19 SEAL CRACKS Dist 4 DIVISIONST DIVISION ST 10 E MARKET ST END R G 2 230 32 7,360 0 None Other Dist 4 DIVISIONST DIVISION ST 15 SUMMIT DR END R A 2 151 38 5,751 56 03/03/23 57 60-51 Fair (70-51) 01/01/08 CAPE SEAL Dist 4 DOLORESST DOLORES ST 10 OREGON ST KENTUCKY ST R A 2 556 35 19,486 26 03/03/23 28 30-21 Failed (30-0) 02/08/19 DEEP PATCH Dist 6 DONNERCIR DONNER CIR 10 DONNER WAY END R A 2 449 32 14,374 23 02/08/23 25 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 6 DONNERWAY DONNER WAY 15 HUMBOLDT DR EMERALD DR R A 2 804 37 29,748 37 02/08/23 39 40-31 Poor (50-31) Dist 4 DORORODR DORORO DR 15 REATA ST TAPADERO DR R A 2 1,067 32 34,166 50 02/09/23 52 50-41 Poor (50-31) 03/30/21 SKIN PATCH Dist 6 DORSETWAY DORSET WAY 10 BUCKINGHAM DR LANCASHIRE DR R A 2 509 34 17,306 78 08/15/23 78 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 5 DOUGLASAVE DOUGLAS AVE 10 CRESCENT WAY N 1ST ST R A 2 839 36 30,204 30 02/16/23 32 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 1 DOVERCIR DOVER CIR 10 DE CUNHA CT END R A 2 200 31 6,200 51 02/02/23 52 60-51 Fair (70-51) 01/01/08 SLURRY SEAL Dist 6 DOWNINGCIR DOWNING CIR 10 DECLARATION ST END R A 2 379 32 12,153 60 02/02/23 62 60-51 Fair (70-51) 04/26/19 SLURRY SEAL Dist 3 DRIFTWOODP DRIFTWOOD PL 15 N END S END R A 2 680 32 21,760 36 01/23/23 38 40-31 Poor (50-31)Dist 5 DURANCIR DURAN CIR 10 CHEROKEE DR END R A 2 471 32 15,072 20 02/10/23 22 20-11 Failed (30-0) 01/01/01 SLURRY SEAL Dist 5 DURANST DURAN ST 10 CHEROKEE DR SEVILLE ST R A 2 1,052 32 33,664 17 02/10/23 19 20-11 Failed (30-0) 03/26/19 DEEP PATCH Dist 1 DURANGOCIR DURANGO CIR 10 DURANGO ST END R A 2 150 33 4,950 76 02/01/23 77 80-71 Good (90-71) 01/01/14 SLURRY SEAL Dist 1 DURANGOST DURANGO ST 15 YUCATAN WAY ACAPULCO WAY R A 2 695 38 26,410 79 02/01/23 80 80-71 Good (90-71) Dist 3 EACACIAST E ACACIA ST 010 S. MAIN ST PAJARO ST R C 2 710 34 24,140 40 01/20/23 42 40-31 Poor (50-31) Dist 3 EACACIAST E ACACIA ST 020 PAJARO ST CARMEL AVE R P 2 1,479 34 50,286 54 01/20/23 55 60-51 Fair (70-51)Dist 3 EACACIAST E ACACIA ST 030 CARMEL AVE ALAMEDA AVE R C 2 476 37 17,612 23 01/20/23 25 30-21 Failed (30-0) Dist 2 EALISALFRD E ALISAL FRONTAGE RD 010 BARDIN RD E ALISAL ST A A 2 252 32 8,064 93 01/25/23 96 100-91 Excellent (100-91) 12/01/22 RECONSTRUCT STRUCTURE (AC) Dist 2 EALISALRA E ALISAL ROUNDABOUT @ SKYWAY 010 WB ENTRANCE ONE LOOP A A 1 360 26 9,360 93 03/15/23 100 100-91 Excellent (100-91) Dist 2 EALISALST E ALISAL ST 010 BARDIN/ALISAL RD ROUNDABOUT MARGARET ST A A 2 450 50 22,500 93 01/25/23 96 100-91 Excellent (100-91) 12/01/22 RECONSTRUCT STRUCTURE (AC)Dist 2 EALISALST E ALISAL ST 020 MARGARET ST FERN ST A A 2 911 53 48,283 81 01/25/23 83 90-81 Good (90-71) 12/01/22 SLURRY SEAL Dist 2 EALISALST E ALISAL ST 030 FERN ST TAMPA ST A A 2 1,167 53 61,851 82 01/25/23 83 90-81 Good (90-71) 12/01/22 SLURRY SEALDist 2 EALISALST E ALISAL ST 040 TAMPA ST E MARKET ST A A 2 838 42 35,196 79 01/25/23 80 80-71 Good (90-71) 05/10/21 DEEP PATCH Dist 2 EALISALST E ALISAL ST 050 E MARKET ST QUILLA ST A A 2 1,205 42 50,610 81 01/25/23 83 90-81 Good (90-71) 05/10/21 DEEP PATCH Dist 2 EALISALST E ALISAL ST 055 QUILLA ST/ SKYWAY BLVD WILLIAMS RD A A 4 617 80 49,360 66 01/25/23 68 70-61 Fair (70-51) 01/01/91 CAPE SEAL Dist 2 EALISALST E ALISAL ST 060 WILLIAMS RD TOWT ST A A 4 987 67 66,129 37 01/25/23 39 40-31 Poor (50-31) 09/30/19 DEEP PATCH Dist 2&4 EALISALST E ALISAL ST 070 TOWT ST N SANBORN RD A A 4 1,236 75 92,700 33 01/25/23 36 40-31 Poor (50-31) 05/21/19 DEEP PATCHDist 2&4 EALISALST E ALISAL ST 080 N SANBORN RD N HEBBRON AVE A A 4 1,423 75 106,725 91 08/15/23 92 100-91 Excellent (100-91) 08/15/23 SCRUB/SLURRY SEALDist 2&4 EALISALST E ALISAL ST 090 N HEBBRON AVE N WOOD ST A A 4 944 75 70,800 87 08/15/23 88 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 2&4 EALISALST E ALISAL ST 100 N WOOD ST KERN ST A A 4 1,427 75 107,025 84 08/15/23 84 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 3 EALISALST E ALISAL ST 140 FRONT ST MAIN ST A A 4 1,700 64 108,800 80 01/25/23 81 80-71 Good (90-71) 10/01/20 SLURRY SEAL Dist 3&4 EALISALST E ALISAL ST 110WB KERN ST START PCC W/O PRADER ST A A 2 1,865 28 52,220 75 08/15/23 75 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 3&4 EALISALST E ALISAL ST 120WB START PCC W/O PRADER END PCC E/O FRONT ST A P 2 475 28 13,300 86 01/25/23 86 90-81 Good (90-71)Dist 3 EALISALST E ALISAL ST 130WB END PCC E/O FRONT ST FRONT ST A A 2 270 24 6,480 81 01/25/23 82 90-81 Good (90-71) 01/01/99 SLURRY SEAL Dist 3 EALISALST E ALISAL ST 150EB FRONT ST START PCC E/O FRONT A A 2 270 26 7,020 81 01/25/23 82 90-81 Good (90-71) Dist 3&4 EALISALST E ALISAL ST 160EB START PCC E/O FRONT ST END PCC A P 2 475 28 13,300 80 01/25/23 81 80-71 Good (90-71) Dist 3&4 EALISALST E ALISAL ST 170EB END PCC KERN ST A A 2 1,865 28 52,220 76 08/15/23 77 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 4&6 EALVINDR E ALVIN DR 15 N MAIN ST MCKINNON ST A A 4 2,314 62 143,468 80 01/25/23 82 80-71 Good (90-71) 04/28/21 SLURRY SEAL Dist 4&6 EALVINDR E ALVIN DR 25 MCKINNON ST LINWOOD DR A A 4 1,678 64 107,392 80 01/25/23 82 80-71 Good (90-71) 04/29/21 SLURRY SEAL Dist 6 EALVINDR E ALVIN DR 35 LINWOOD DR EL DORADO DR A A 4 790 62 48,980 81 01/25/23 82 90-81 Good (90-71) 04/30/21 SLURRY SEALDist 6 EALVINDR E ALVIN DR 45 EL DORADO DR MARIN AVE A A 4 1,515 62 93,930 78 01/25/23 79 80-71 Good (90-71) 04/30/21 SLURRY SEAL Dist 6 EALVINDR E ALVIN DR 55 MARIN AVE NATIVIDAD RD A A 4 545 62 33,790 80 01/25/23 82 80-71 Good (90-71) 04/30/21 SLURRY SEAL Dist 4 EBERNALDR E BERNAL DR 10 SHERWOOD DR ROSARITA DR A P 4 866 54 46,764 78 01/25/23 79 80-71 Good (90-71) 02/04/19 DEEP PATCH Dist 4 EBERNALDR E BERNAL DR 20 ROSARITA DR ALPINE DR A A 2 1,609 53 85,277 80 01/25/23 82 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 4 EBERNALDR E BERNAL DR 30 ALPINE DR MAIN ST A O 2 471 53 24,963 80 01/25/23 81 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 4 EBERNALDR E BERNAL DR 40 10 E BERNAL DR S END R A 2 264 32 8,448 65 03/16/23 66 70-61 Fair (70-51)

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 3 EBLANCORD E BLANCO RD EB10 S MAIN ST PAJARO ST A O 2 745 43 32,035 53 01/18/23 55 60-51 Fair (70-51) 01/01/06 2" OVERLAY Dist 3 EBLANCORD E BLANCO RD EB20 PAJARO ST SAN JUAN DR A O 2 1,680 36 60,480 49 01/18/23 51 50-41 Poor (50-31) 01/01/06 2" OVERLAY Dist 3 EBLANCORD E BLANCO RD EB30 SAN JUAN DR LA MESA WAY A O 2 1,600 36 57,600 53 01/18/23 55 60-51 Fair (70-51) 01/01/06 2" OVERLAY Dist 3 EBLANCORD E BLANCO RD EB40 LA MESA WAY BLANCO CIR A O 2 3,483 36 125,388 52 01/18/23 54 60-51 Fair (70-51) 01/01/06 2" OVERLAYDist 3 EBLANCORD E BLANCO RD EB50 BLANCO CIR ABBOTT ST A A 2 970 38 36,860 51 01/18/23 53 60-51 Fair (70-51) 01/01/86 SLURRY SEAL Dist 3 EBLANCORD E BLANCO RD WB10 ABBOTT ST BLANCO CIR A A 2 970 36 34,920 37 01/18/23 39 40-31 Poor (50-31) 01/01/86 SLURRY SEAL Dist 3 EBLANCORD E BLANCO RD WB20 BLANCO CIR LA MESA WAY A A 2 3,462 34 117,708 56 01/18/23 58 60-51 Fair (70-51)Dist 3 EBLANCORD E BLANCO RD WB30 LA MESA WAY SAN JUAN DR A A 2 1,600 38 60,800 53 01/18/23 55 60-51 Fair (70-51) Dist 3 EBLANCORD E BLANCO RD WB40 SAN JUAN DR PAJARO ST A A 2 1,679 36 60,444 53 01/18/23 55 60-51 Fair (70-51) Dist 3 EBLANCORD E BLANCO RD WB50 PAJARO ST S MAIN ST A A 2 745 42 31,290 48 01/18/23 50 50-41 Poor (50-31) Dist 5 EBOLIVARST E BOLIVAR ST 15 N MAIN ST VAN BUREN AVE C A 2 2,014 32 64,469 36 03/02/23 39 40-31 Poor (50-31) 07/16/19 DEEP PATCH Dist 6 EBORONDARD E BORONDA RD 030 DARTMOUTH WAY MCKINNON ST A A 2 1,534 48 73,632 56 01/24/23 58 60-51 Fair (70-51) Dist 6 EBORONDARD E BORONDA RD 040 MCKINNON ST EL DORADO DR A A 2 3,044 45 136,980 43 01/24/23 45 50-41 Poor (50-31) Dist 6 EBORONDARD E BORONDA RD 050 EL DORADO DR NATIVIDAD RD A A 2 2,926 45 131,670 49 01/24/23 51 50-41 Poor (50-31) Dist 6 EBORONDARD E BORONDA RD 060 NATIVIDAD DR INDEPENDENCE BVD A A 2 2,082 45 93,690 30 01/24/23 33 30-21 Failed (30-0)Dist 1&6 EBORONDARD E BORONDA RD 070 INDEPENDENCE BLVD HEMINGWAY DR A A 2 2,199 45 98,955 43 01/24/23 45 50-41 Poor (50-31) Dist 1 EBORONDARD E BORONDA RD 080 HEMINGWAY BLVD CONSTITUTION BLVD A A 2 3,738 44 164,472 29 01/24/23 32 30-21 Failed (30-0) 01/01/02 SLURRY SEALDist 1 EBORONDARD E BORONDA RD 090 CONSTITUTION BLVD RIDER AVE A A 2 1,763 45 79,335 40 01/24/23 42 40-31 Poor (50-31) 01/01/02 REJUVENATION OIL Dist 1 EBORONDARD E BORONDA RD 100 RIDER AVE MESQUITE DR A A 2 1,326 45 59,670 78 01/24/23 80 80-71 Good (90-71) 06/03/22 RUBBER Dist 1 EBORONDARD E BORONDA RD 110 MESQUITE DR N SANBORN RD A A 2 973 45 43,785 83 01/24/23 85 90-81 Good (90-71) 06/03/22 RUBBERDist 1 EBORONDARD E BORONDA RD 120 N SANBORN RD WILLIAMS RD A A 2 2,636 45 118,620 70 10/05/23 70 70-61 Fair (70-51) 10/05/23 CHIP SEAL Dist 5 EBORONDARD E BORONDA RD 010EB N MAIN ST SAN JUAN GRADE RD A A 2 1,684 40 67,360 97 10/05/23 100 100-91 Excellent (100-91) 10/05/23 6" MILL & FILL (SURFACE RECON) Dist 6 EBORONDARD E BORONDA RD 020EB SAN JUAN GRADE RD DARTMOUTH WAY A A 2 977 40 39,080 62 01/24/23 64 70-61 Fair (70-51)Dist 6 EBORONDARD E BORONDA RD WB010 DARTMOUTH WAY SAN JUAN GRADE RD A O 2 977 40 39,080 64 01/24/23 65 70-61 Fair (70-51) 01/01/10 1-1/2" OVERLAY Dist 5 EBORONDARD E BORONDA RD WB020 SAN JUAN GRADE RD N MAIN ST A A 2 1,684 40 67,360 97 10/05/23 100 100-91 Excellent (100-91) 10/05/23 6" MILL & FILL (SURFACE RECON) Dist 4 ECURTISST E CURTIS ST 10 N MAIN ST NOICE DR R A 2 341 58 19,786 30 02/17/23 32 30-21 Failed (30-0) 01/01/85 SLURRY SEAL Dist 4 ECURTISST E CURTIS ST 25 NOICE DR REATA ST R A 2 710 38 26,980 33 02/17/23 35 40-31 Poor (50-31) Dist 3 EGABILANST E GABILAN ST 15 MAIN ST PAJARO ST R A 2 676 32 21,639 31 01/26/23 33 40-31 Poor (50-31) 03/26/19 DEEP PATCHDist 3 EGABILANST E GABILAN ST 55 PAJARO ST CALIFORNIA ST R A 2 673 49 32,977 38 01/26/23 40 40-31 Poor (50-31)Dist 4 ELAKEST E LAKE ST 15 N MAIN ST CALIFORNIA ST R A 2 896 40 35,840 57 03/17/23 58 60-51 Fair (70-51) 05/25/22 HEAVY MAINTENANCE Dist 5 ELAMARST E LAMAR ST 15 N MAIN ST SANTA RITA ST R A 2 783 40 31,320 21 03/02/23 23 30-21 Failed (30-0) 03/07/19 DEEP PATCH Dist 4 ELAURELDR E LAUREL DR 005 N MAIN ST MARYAL DR A A 4 1,526 64 97,664 52 01/19/23 54 60-51 Fair (70-51) Dist 4 ELAURELDR E LAUREL DR 010 MARYAL DR LINWOOD DR A A 4 852 64 54,528 48 01/19/23 50 50-41 Poor (50-31) 11/07/19 DEEP PATCH Dist 4 ELAURELDR E LAUREL DR 015 LINWOOD DR GRANADA AVE A A 4 1,128 58 65,424 42 01/19/23 44 50-41 Poor (50-31) 11/08/19 DEEP PATCHDist 4 ELAURELDR E LAUREL DR 020 GRANADA AVE NATIVIDAD RD A A 4 645 58 37,410 58 01/19/23 60 60-51 Fair (70-51) Dist 2&4 ELAURELDR E LAUREL DR 025 N SANBORN RD TOWT ST A A 2 1,658 42 69,636 21 01/19/23 24 30-21 Failed (30-0) 09/06/19 DEEP PATCHDist 2 ELAURELDR E LAUREL DR 035 TOWT ST WILLIAMS RD A A 2 1,686 42 70,812 43 01/19/23 45 50-41 Poor (50-31)Dist 4&6 ELAURELDR E LAUREL DR 120EB NATIVIDAD RD CONSTITUTION BLVD A A 2 1,907 35 66,745 73 01/19/23 75 80-71 Good (90-71) 06/03/19 SLURRY SEAL Dist 4&6 ELAURELDR E LAUREL DR 120WB CONSTITUTION BLVD NATIVIDAD RD A A 2 1,907 35 66,745 68 01/19/23 70 70-61 Fair (70-51) 06/03/19 SLURRY SEALDist 1&4 ELAURELDR E LAUREL DR 130EB CONSTITUTION BLVD RANCH VIEW LN/COUNTY FACILITY A A 2 1,698 30 50,940 75 01/19/23 77 80-71 Good (90-71) 06/03/19 SLURRY SEAL Dist 1&4 ELAURELDR E LAUREL DR 130WB RANCH VIEW LN/COUNTY FACILITYCONSTITUTION BLVD A A 2 1,698 35 59,430 72 01/19/23 74 80-71 Good (90-71) 06/03/19 SLURRY SEAL Dist 1&4 ELAURELDR E LAUREL DR 140EB RANCH VIEW LN/COUNTY FACILITYST EDWARDS AVE A A 2 2,305 30 69,150 70 01/19/23 72 70-61 Fair (70-51) 06/03/19 SLURRY SEAL Dist 1&4 ELAURELDR E LAUREL DR 140WB ST EDWARDS AVE RANCH VIEW LN/COUNTY FACILITY A A 2 2,305 35 80,675 75 01/19/23 77 80-71 Good (90-71) 06/03/19 SLURRY SEAL Dist 1&4 ELAURELDR E LAUREL DR 150EB ST EDWARDS AVE N SANBORN RD A A 2 1,390 35 48,650 75 01/19/23 77 80-71 Good (90-71) 06/03/19 SLURRY SEAL Dist 1&4 ELAURELDR E LAUREL DR 150WB N SANBORN RD ST EDWARDS AVE A A 2 1,383 30 41,490 74 01/19/23 75 80-71 Good (90-71) 06/03/19 SLURRY SEAL Dist 3 EMARKETST E MARKET ST 010 MAIN ST PAJARO ST A A 4 755 74 55,870 40 02/10/23 42 40-31 Poor (50-31) 03/26/19 DEEP PATCHDist 4 EMARKETST E MARKET ST 040 SHERWOOD DR/ MARKET WAY SIMAS ST/ GRIFFIN ST A A 4 1,550 56 86,800 66 01/26/23 68 70-61 Fair (70-51) 02/14/19 DEEP PATCH Dist 4 EMARKETST E MARKET ST 050 SIMAS ST/ GRIFFIN ST KERN ST A A 4 1,540 62 95,480 70 01/26/23 72 70-61 Fair (70-51) 01/01/02 CAPE SEAL Dist 4 EMARKETST E MARKET ST 060 KERN ST CARR AVE A A 4 1,367 62 84,754 73 01/26/23 75 80-71 Good (90-71) Dist 4 EMARKETST E MARKET ST 070 CARR AVE N SANBORN RD A A 4 2,470 64 158,080 73 01/26/23 74 80-71 Good (90-71) 10/01/10 RECONSTRUCT STRUCTURE (AC)Dist 4 EMARKETST E MARKET ST 080 N SANBORN RD TOWT ST A A 4 1,658 60 99,480 62 01/26/23 64 70-61 Fair (70-51) 04/03/19 DEEP PATCH Dist 2 EMARKETST E MARKET ST 090 TOWT ST KENNETH AVE A A 4 1,732 44 76,208 77 01/26/23 78 80-71 Good (90-71) Dist 2 EMARKETST E MARKET ST 100 KENNETH AVE E ALISAL ST C A 2 1,321 56 73,976 36 03/13/23 39 40-31 Poor (50-31) 03/26/19 DEEP PATCHDist 3 EMARKETST E MARKET ST 020EB PAJARO ST START PCC (E/O GREENFIELD ALLEA A 2 480 25 12,000 28 02/10/23 31 30-21 Failed (30-0)

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 3&4 EMARKETST E MARKET ST 025EB START PCC (E/O GREENFIELD ALLEEND PCC (S/O MARKET WAY) A P 3 650 38 24,700 72 02/10/23 73 80-71 Good (90-71) 02/19/19 DEEP PATCH Dist 4 EMARKETST E MARKET ST 030EB PCC END (S/O MARKET WAY) MARKET WAY/ SHERWOOD DR A A 3 177 40 7,080 57 02/10/23 59 60-51 Fair (70-51) Dist 4 EMARKETST E MARKET ST 035EB END PCC (S/O MARKET WAY) E MARKET ST A A 2 360 28 10,080 36 02/10/23 38 40-31 Poor (50-31) Dist 4 EMARKETST E MARKET ST 110WB MARKET WAY/ SHERWOOD DR START PCC (S/O MARKET WAY) A A 4 177 50 8,850 29 02/10/23 32 30-21 Failed (30-0) Dist 3&4 EMARKETST E MARKET ST 120WB BEGIN PCC (S/O MARKET WAY) END PCC (E/O GREENFIELD ALLEY A P 4 575 48 27,600 67 02/10/23 68 70-61 Fair (70-51) Dist 3 EMARKETST E MARKET ST 130WB END PCC (E/O GREENFIELD ALLEY PAJARO ST A A 2 480 30 14,400 30 02/10/23 33 30-21 Failed (30-0) Dist 4 EMENKEST E MENKE ST 10 N MAIN ST BRIDGE ST R A 2 341 42 14,322 62 03/17/23 63 70-61 Fair (70-51) 01/01/02 SLURRY SEAL Dist 3 EROMIELN E ROMIE LN 010 S MAIN ST ALAMEDA AVE A A 2 2,809 44 123,596 80 08/15/23 81 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 3 EROMIELN E ROMIE LN 020 ALAMEDA AVE LOS PALOS DR A A 4 1,186 62 73,572 85 08/15/23 85 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 3 EROMIELN E ROMIE LN 030 LOS PALOS DR ABBOTT ST A C 4 1,766 62 109,492 94 08/15/23 96 100-91 Excellent (100-91) 08/15/23 SCRUB/SLURRY SEALDist 4 EROSSIST E ROSSI ST 15 N MAIN ST SHERWOOD DR A A 2 1,137 58 65,946 73 01/20/23 75 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 3 ESANJOAQUI E SAN JOAQUIN ST 10 S MAIN ST PAJARO ST R C 2 890 36 32,040 62 01/19/23 63 70-61 Fair (70-51) Dist 3 ESANLUISST E SAN LUIS ST 050 MAIN ST FRONT ST R P 2 1,699 34 57,766 40 03/16/23 41 40-31 Poor (50-31) Dist 3 ESANLUISST E SAN LUIS ST 090 FRONT ST E END R A 2 560 32 17,920 66 01/26/23 67 70-61 Fair (70-51) Dist 1 EAGLECIR EAGLE CIR 10 EAGLE DR END R A 2 213 34 7,242 80 02/01/23 81 80-71 Good (90-71) 04/17/19 SLURRY SEAL Dist 1 EAGLEDR EAGLE DR 10 FALCON DR COUGAR WAY R A 2 938 38 35,644 80 02/01/23 81 80-71 Good (90-71) 05/16/19 SLURRY SEALDist 1 EAGLEDR EAGLE DR 20 COUGAR WAY EAGLE WAY R A 2 1,571 38 59,698 80 02/01/23 81 80-71 Good (90-71) 05/16/19 SLURRY SEAL Dist 1 EAGLEDR EAGLE DR 30 EAGLE WAY BISON WAY R A 2 1,455 38 55,290 80 02/01/23 81 80-71 Good (90-71) 05/16/19 SLURRY SEALDist 1 EAGLEWAY EAGLE WAY 10 FREEDOM PKWY EAGLE DR R A 2 170 39 6,630 80 02/01/23 81 80-71 Good (90-71) 04/17/19 SLURRY SEALDist 4 EASTST EAST ST 10 N HEBBRON AVE N FILICE ST R A 2 564 41 23,124 51 03/13/23 52 60-51 Fair (70-51) Dist 4 EASTST EAST ST 20 N FILICE ST N SANBORN RD R A 2 798 32 25,536 32 03/13/23 34 40-31 Poor (50-31)Dist 1 EBANOPL EBANO PL 10 RANCHERO DR END R A 2 203 32 6,525 45 02/02/23 47 50-41 Poor (50-31) 01/01/08 CAPE SEAL Dist 5 EBROCIR EBRO CIR 10 CHEROKEE DR END R A 2 520 32 16,640 23 02/10/23 25 30-21 Failed (30-0) 01/01/01 SLURRY SEAL Dist 3 EDENST EDEN ST 10 SCHILLING PL END R O 2 599 41 24,559 51 01/17/23 53 60-51 Fair (70-51) 01/15/19 DEEP PATCH Dist 5 EISENHOWER EISENHOWER CIR 10 EISENHOWER ST END R A 2 193 32 6,176 38 03/02/23 40 40-31 Poor (50-31) 01/01/07 CAPE SEAL Dist 5 EISENHOWE1 EISENHOWER ST 15 VAN BUREN AVE RUSSELL RD R A 2 2,875 37 106,406 37 03/02/23 39 40-31 Poor (50-31)Dist 6 ELDORADODR EL DORADO DR 10 E BORONDA RD HARDEN PKWY C A 2 2,067 41 84,747 85 10/05/23 85 90-81 Good (90-71) 10/05/23 CHIP SEAL Dist 6 ELDORADODR EL DORADO DR 15 HARDEN PKWY E ALVIN DR C A 2 2,046 61 124,806 27 02/09/23 31 30-21 Failed (30-0) 04/28/21 SLURRY SEAL Dist 3 ELPASOPL EL PASO PL 15 CARMEL AVE ALAMEDA AVE R P 2 608 32 19,456 64 01/24/23 65 70-61 Fair (70-51) Dist 6 ELSURAVE EL SUR AVE 10 PESCADERO DR CAMBRIAN DR R A 2 813 32 26,017 37 02/04/23 39 40-31 Poor (50-31) 01/01/01 SLURRY SEAL Dist 6 ELIOTCIR ELIOT CIR 10 LEWIS ST END R A 2 140 56 7,840 79 02/03/23 80 80-71 Good (90-71) 04/23/19 SLURRY SEAL Dist 6 ELIZABETHC ELIZABETH CIR 10 VICTORIA AVE END R A 2 335 33 11,055 71 02/08/23 72 80-71 Good (90-71) 01/01/08 SLURRY SEAL Dist 1 ELKCIR ELK CIR 10 ELK DR END R A 2 341 33 11,266 80 02/01/23 81 80-71 Good (90-71) 04/15/19 SLURRY SEAL Dist 1 ELKDR ELK DR 15 FALCON DR COUGAR DR R A 2 825 38 31,384 80 02/01/23 81 80-71 Good (90-71) 04/15/19 SLURRY SEALDist 1 ELKINGTONA ELKINGTON AVE 10 N SANBORN RD DEL MONTE AVE R A 2 1,758 38 66,832 36 02/02/23 38 40-31 Poor (50-31) 01/01/08 SLURRY SEAL Dist 4 ELLISCIR ELLIS CIR 10 FULTON WAY END R A 2 214 32 6,865 75 08/15/23 75 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 1 ELMDR ELM DR 10 RIDER AVE END R A 2 375 23 8,625 30 02/02/23 32 30-21 Failed (30-0) 01/01/07 CAPE SEAL Dist 6 ELMSFORDCI ELMSFORD CIR 10 FAULKNER ST END R A 2 352 32 11,288 80 02/02/23 81 80-71 Good (90-71) 04/25/19 SLURRY SEAL Dist 6 ELMSFORDWA ELMSFORD WAY 10 DECLARATION ST FAULKNER ST R A 2 385 32 12,321 80 02/02/23 81 80-71 Good (90-71) 04/25/19 SLURRY SEALDist 4 ELTONPL ELTON PL 15 N HEBBRON AVE END R A 2 834 29 24,203 51 03/13/23 52 60-51 Fair (70-51) Dist 3 ELVEECIR ELVEE CIR 10 WORK ST S END R A 2 379 42 15,918 70 01/18/23 71 70-61 Fair (70-51) Dist 3 ELVEEDR ELVEE DR 10 S SANBORN RD PCC BRIDGE R A 2 2,527 24 60,648 85 01/18/23 86 90-81 Good (90-71) Dist 3 ELVEEDR ELVEE DR 20 PCC BRIDGE WORK ST R C 2 775 42 32,550 86 01/18/23 87 90-81 Good (90-71) Dist 4 ELWOODST ELWOOD ST 15 TAMPICO AVE LOMA DR R A 2 2,182 32 69,852 32 02/09/23 34 40-31 Poor (50-31)Dist 6 EMERALDDR EMERALD DR 15 ARCADIA WAY EMERALD WAY R A 2 872 37 32,264 86 08/15/23 86 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 6 EMERALDDR EMERALD DR 25 EMERALD WAY DONNER WAY R A 2 808 37 29,896 31 02/04/23 33 40-31 Poor (50-31) 05/28/21 DEEP PATCH Dist 6 EMERALDWAY EMERALD WAY 15 EMERALD DR PESCADERO DR R A 2 575 42 24,150 35 02/08/23 37 40-31 Poor (50-31) Dist 3 ENCINADADR ENCINADA DR 10 LA MESA DR SAN JUAN DR R A 2 1,113 37 41,181 58 01/19/23 60 60-51 Fair (70-51) 01/01/08 CAPE SEAL Dist 6 ERCIAST ERCIA ST 15 HARDEN PKWY HAMPTON ST R A 2 760 41 31,160 72 02/17/23 73 80-71 Good (90-71) Dist 6 ESSEXCIR ESSEX CIR 10 WIMBLEDON AVE END R A 2 221 32 7,088 78 08/15/23 78 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 ESSEXWAY ESSEX WAY 10 ESSEX CIR ARCADIA WAY R A 2 254 37 9,398 83 08/15/23 83 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 5 ESTRADACT ESTRADA CT 10 ESTRADA WAY (N) ESTRADA WAY (S) R A 2 1,105 32 35,360 56 03/02/23 57 60-51 Fair (70-51) 05/09/19 SLURRY SEAL Dist 5 ESTRADAWAY ESTRADA WAY 15 SLOAT DR END R A 2 1,312 32 41,987 66 03/02/23 67 70-61 Fair (70-51) 05/09/19 SLURRY SEAL Dist 1 ESTRELLACT ESTRELLA CT 10 ESTRELLA WAY END R A 2 205 37 7,585 76 02/03/23 77 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 1 ESTRELLAWA ESTRELLA WAY 15 FREEDOM PKWY PASEO GRANDE R A 2 920 37 34,045 77 02/03/23 78 80-71 Good (90-71) Dist 2 ETNACIR ETNA CIR 10 PALERMO DR END R A 2 290 32 9,280 87 03/15/23 88 90-81 Good (90-71)Dist 4 EUCALYPTUS EUCALYPTUS DR 15 N SANBORN RD E ALISAL ST R A 2 2,863 32 91,638 96 08/25/23 100 100-91 Excellent (100-91) 08/25/23 6" MILL & FILL (SURFACE RECON) Dist 3 FAIRFAXCIR FAIRFAX CIR 10 W ALISAL ST END R A 2 232 32 7,452 18 01/25/23 20 20-11 Failed (30-0) 07/11/19 SHALLOW PATCH Dist 3 FAIRFAXDR FAIRFAX DR 15 W ALISAL ST COLUMBIA AVE R A 2 2,346 32 75,072 28 01/25/23 30 30-21 Failed (30-0) 07/05/19 DEEP PATCH Dist 2 FAIRHAVENS FAIRHAVEN ST 15 WILLIAMS RD TOWT ST R A 2 1,687 32 54,012 24 03/13/23 26 30-21 Failed (30-0)Dist 3 FAIRMONTCI FAIRMONT CIR 10 FAIRMONT DR END R A 2 139 32 4,448 23 01/19/23 25 30-21 Failed (30-0) 06/01/21 SKIN PATCHDist 3 FAIRMONTDR FAIRMONT DR 10 N END LOS PALOS DR R C 2 220 32 7,040 25 01/19/23 27 30-21 Failed (30-0) 04/20/21 SKIN PATCH Dist 3 FAIRMONTDR FAIRMONT DR 20 LOS PALOS DR S END R C 2 704 32 22,528 25 01/19/23 27 30-21 Failed (30-0)Dist 2 FAIRVIEWAV FAIRVIEW AVE 15 S SANBORN RD CAROL DR R A 2 2,020 34 68,680 32 01/18/23 34 40-31 Poor (50-31) 03/06/19 DEEP PATCH Dist 1 FALCONDR FALCON DR 010 E BORONDA RD EAGLE DR R A 2 1,254 41 51,414 80 02/01/23 81 80-71 Good (90-71) 05/21/19 SLURRY SEAL Dist 1 FALCONDR FALCON DR 020 EAGLE DR BISON WAY R A 2 440 33 14,520 80 02/01/23 81 80-71 Good (90-71) Dist 6 FAULKNERCI FAULKNER CIR 10 LEWIS ST END R A 2 83 66 5,478 78 02/03/23 79 80-71 Good (90-71) 04/23/19 SLURRY SEAL Dist 6 FAULKNERST FAULKNER ST 15 FITZGERALD ST LEWIS ST R A 2 800 36 28,800 78 02/03/23 79 80-71 Good (90-71) 04/25/19 SLURRY SEAL Dist 4 FELLCIR FELL CIR 10 FULTON WAY END R A 2 305 32 9,760 64 08/15/23 64 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEAL Dist 2 FERNST FERN ST 10 E ALISAL ST SYCAMORE RD R A 2 315 34 10,722 31 03/13/23 33 40-31 Poor (50-31) 01/01/01 CAPE SEALDist 4 FILBERTWAY FILBERT WAY 15 BRIGHTON ST MCCALLISTER ST R A 2 255 32 8,160 25 03/02/23 27 30-21 Failed (30-0) 05/10/19 SLURRY SEAL Dist 4 FILBERTWAY FILBERT WAY 20 MCCALLISTER ST NORTH END R A 2 275 32 8,800 71 03/02/23 72 80-71 Good (90-71) 05/10/19 SLURRY SEAL Dist 5 FILLMOREST FILLMORE ST 10 VAN BUREN AVE TRUMAN ST R A 2 516 37 19,092 50 03/02/23 51 50-41 Poor (50-31) 01/01/07 CAPE SEAL Dist 6 FITZGERALD FITZGERALD ST 10 END HEMINGWAY DR R A 2 666 37 24,642 74 02/03/23 75 80-71 Good (90-71) Dist 6 FITZGERALD FITZGERALD ST 20 HEMINGWAY DR FAULKNER ST R A 2 831 37 30,747 79 02/03/23 80 80-71 Good (90-71) 04/24/19 SLURRY SEAL Dist 5 FLINTCIR FLINT CIR 10 LARKIN ST END R A 2 125 32 4,000 74 08/15/23 74 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 5 FLINTWAY FLINT WAY 10 LARKIN ST COLTON DR R A 2 259 32 8,308 58 03/01/23 59 60-51 Fair (70-51) 05/10/19 SLURRY SEALDist 2 FLORENCEPL FLORENCE PL 15 FAIRVIEW AVE BEVERLY DR R A 2 906 32 29,002 31 01/18/23 33 40-31 Poor (50-31) Dist 1 FOXGLENWAY FOX GLEN WAY 15 COBBLESTONE ST (W) COBBLESTONE ST (E) R A 2 870 34 29,580 77 02/02/23 78 80-71 Good (90-71)Dist 1 FREEDOMPKW FREEDOM PKWY 010 CONSTITUTION BLVD BERNARDO AVE C A 4 3,212 60 192,720 75 02/01/23 77 80-71 Good (90-71) 05/08/19 SLURRY SEAL Dist 1 FREEDOMPKW FREEDOM PKWY 020 BERNARDO AVE ESTRELLA WAY C A 4 1,433 60 85,980 78 02/01/23 80 80-71 Good (90-71) 05/08/19 SLURRY SEAL Dist 1 FREEDOMPKW FREEDOM PKWY 030 ESTRELLA WAY TOWT ST C A 4 510 60 30,600 75 02/01/23 77 80-71 Good (90-71) 05/08/19 SLURRY SEAL Dist 1 FREEDOMPKW FREEDOM PKWY 040 TOWT STREET WILLIAMS RD C A 4 1,638 60 98,280 70 02/01/23 72 70-61 Fair (70-51) 05/08/19 SLURRY SEAL Dist 2 FREEDOMPKW FREEDOM PKWY 050 WILLIAMS RD TUSCANY BLVD C A 4 967 41 39,647 75 02/01/23 77 80-71 Good (90-71) Dist 2 FREEDOMPKW FREEDOM PKWY 060 TUSCANY BLVD PADOVA DR C A 2 1,167 30 35,010 85 08/15/23 85 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 2 FREEDOMPKW FREEDOM PKWY 070 PADOVA DR SCONBERG PKWY C A 2 1,241 32 39,712 93 02/01/23 94 100-91 Excellent (100-91) 06/21/22 RECONSTRUCT SURFACE (AC) Dist 4 FREMONTST FREMONT ST 15 N MADEIRA AVE N HEBBRON AVE R A 2 1,837 32 58,805 47 03/13/23 48 50-41 Poor (50-31) 03/04/19 DEEP PATCH Dist 1 FRESAPL FRESA PL 10 RANCHERO DR END R A 2 157 32 5,034 77 02/02/23 78 80-71 Good (90-71) 01/01/08 CAPE SEAL Dist 3 FRONTST FRONT ST 040 E MARKET ST (AC START) E ALISAL ST A A 3 763 65 49,595 29 02/10/23 31 30-21 Failed (30-0) Dist 3 FRONTST FRONT ST 055 E ALISAL ST JOHN ST A A 4 1,839 60 110,340 38 01/19/23 41 40-31 Poor (50-31) 05/21/19 DEEP PATCHDist 3 FRONTST FRONT ST 075 JOHN ST MAPLE ST R P 2 979 32 31,328 63 01/20/23 64 70-61 Fair (70-51) Dist 3 FRONTST FRONT ST 010EB START PCC @ E MARKET ST END PCC @ FRONT ST A P 2 404 20 8,080 73 02/10/23 74 80-71 Good (90-71) Dist 3 FRONTST FRONT ST 030NB PCC START E MARKET ST A P 2 422 26 10,972 77 02/10/23 78 80-71 Good (90-71) Dist 3 FRONTST FRONT ST 030SB E MARKET ST END OF PCC A P 2 367 30 11,010 74 02/10/23 75 80-71 Good (90-71)Dist 3 FRONTST FRONT ST 050WB FORK 436 FT N/O E SALISAL ST PCC START A A 1 594 18 10,692 22 02/10/23 25 30-21 Failed (30-0) Dist 3 FRONTST FRONT ST 060WB PCC START PCC END A P 1 270 18 4,860 79 02/10/23 79 80-71 Good (90-71)Dist 3 FRONTST FRONT ST 070WB PCC END MERGE TO E MARKET ST A A 1 434 18 7,812 17 02/10/23 20 20-11 Failed (30-0) Dist 4 FULTONWAY FULTON WAY 15 POWELL ST STOCKSTON ST R A 2 765 32 24,511 75 08/15/23 75 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 1 GALINDOST GALINDO ST 15 DEL MONTE AVE END R A 2 1,151 32 36,838 30 02/03/23 32 30-21 Failed (30-0)Dist 6 GAMAYWAY GAMAY WAY 15 RIESLING WAY END R A 2 1,017 37 37,629 69 03/01/23 70 70-61 Fair (70-51)Dist 2 GARDENWAY GARDEN WAY 15 S FILICE ST MAGNOLIA DR R A 2 740 32 23,704 57 03/13/23 58 60-51 Fair (70-51) Dist 5 GARDENIACI GARDENIA CIR 10 GARDENIA DR E END R A 2 246 31 7,626 33 03/01/23 35 40-31 Poor (50-31) 03/07/19 DEEP PATCH Dist 5 GARDENIADR GARDENIA DR 15 W BERNAL DR LUPIN DR R A 2 1,884 32 60,300 49 03/01/23 51 50-41 Poor (50-31) 02/27/19 DEEP PATCH Dist 5 GARFIELDCI GARFIELD CIR 10 SWANER AVE END R A 2 155 26 4,030 18 03/02/23 20 20-11 Failed (30-0) 01/01/01 CAPE SEAL Dist 2 GARNERALY GARNER ALY 10 ALMA AVE GARNER AVE R A 2 250 21 5,250 21 03/17/23 23 30-21 Failed (30-0) 03/19/19 SHALLOW PATCH

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 1 GARNERAVE GARNER AVE 010 END RIDER AVE R A 2 1,096 37 40,552 39 02/02/23 41 40-31 Poor (50-31) 01/01/07 SLURRY SEAL Dist 1 GARNERAVE GARNER AVE 020 RIDER AVE N SANBORN RD C A 2 1,394 39 54,366 58 02/02/23 60 60-51 Fair (70-51) Dist 2 GARNERAVE GARNER AVE 030 N SANBORN RD BEECH ST C A 2 1,224 42 51,408 17 02/02/23 21 20-11 Failed (30-0) 05/21/19 DEEP PATCHDist 2 GARNERAVE GARNER AVE 040 BEECH ST 1ST AVE C A 2 1,494 41 61,254 11 02/02/23 15 20-11 Failed (30-0) 04/05/19 DEEP PATCHDist 2 GARNERAVE GARNER AVE 050 1ST AVE WILLIAMS RD C A 2 600 41 24,600 23 02/02/23 27 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 1 GARNERPVT GARNER AVE 110PA GARNER AVE (CULDESAC NORTH) GEE STREET (CULDESAC) R A 2 1,232 22 27,104 65 02/02/23 66 70-61 Fair (70-51) Dist 1 GARNERPVT GARNER AVE 120PB GARNER AVE PRIVATE A (EAST) GARNER AVE PRIVATE A (WEST) R A 2 585 22 12,870 70 02/02/23 71 70-61 Fair (70-51)Dist 1 GAVIOTADR GAVIOTA DR 010 CACHUMA CT (W) TORONA WAY R A 2 834 38 31,692 79 02/03/23 80 80-71 Good (90-71)Dist 1 GAVIOTADR GAVIOTA DR 020 TORONA WAY TECOPA WAY R A 2 515 34 17,510 78 02/03/23 79 80-71 Good (90-71) Dist 5 GEARYCIR GEARY CIR 10 LARKIN ST END R A 2 420 32 13,440 65 08/15/23 65 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEALDist 1 GEEST GEE ST 10 RIDER AVE END R A 2 590 38 22,420 33 02/02/23 35 40-31 Poor (50-31) 01/01/07 CAPE SEAL Dist 3 GEILST GEIL ST 10 IVERSON ST RIKER ST R P 2 1,038 40 41,520 54 10/27/20 57 60-51 Fair (70-51)Dist 3 GEILST GEIL ST 20 RIKER ST S MAIN ST R P 2 1,345 40 53,800 63 10/27/20 66 70-61 Fair (70-51)Dist 4&5 GENEVAWAY GENEVA WAY 10 POTRERO WAY VICTOR ST R A 2 680 32 21,765 77 03/02/23 78 80-71 Good (90-71) 05/10/19 SLURRY SEAL Dist 2 GENOACIR GENOA CIR 10 GENOA WAY END R A 2 248 32 7,954 86 08/15/23 86 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 2 GENOAWAY GENOA WAY 15 AREZZO CIR MONTE BELLA BLVD R A 2 513 32 16,429 86 08/15/23 86 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 6 GEORGETOWN GEORGETOWN WAY 15 CHARLESTOWN WAY HARRINGTON CIR R A 2 1,638 32 52,417 80 02/02/23 81 80-71 Good (90-71) Dist 6 GLACIERDR GLACIER DR 10 PLUMAS WAY MODOC AVE R A 2 1,188 37 43,956 28 02/09/23 30 30-21 Failed (30-0) Dist 6 GLADSTONEW GLADSTONE WAY 15 CHARDONNAY DR END R A 2 1,203 33 39,699 68 02/08/23 69 70-61 Fair (70-51) Dist 6 GLENFALLSC GLEN FALLS CIR 10 STONY BROOK DR END R A 2 441 32 14,122 74 02/03/23 75 80-71 Good (90-71) 01/01/08 SLURRY SEAL Dist 6 GLENDORAWA GLENDORA WAY 10 COMPTON WAY INGLEWOOD ST R A 2 1,822 38 69,236 28 02/04/23 30 30-21 Failed (30-0) Dist 2 GLENWOODCT GLENWOOD CT 10 ALMA AVE KIMMEL ST R A 2 447 32 14,315 33 03/13/23 35 40-31 Poor (50-31) 01/01/08 CAPE SEAL Dist 3 GONZALESAL GONZALES ALY 10 E GABILAN ST E ALISAL ST R P 2 672 14 9,408 61 03/16/23 62 70-61 Fair (70-51)Dist 3 GONZALESAL GONZALES ALY 20 E ALISAL ST E SAN LUIS ST R P 2 625 15 9,375 75 03/16/23 75 80-71 Good (90-71) Dist 4 GOUGHWAY GOUGH WAY 10 POWELL ST VICTOR ST R A 2 221 37 8,212 73 03/02/23 74 80-71 Good (90-71) 01/01/14 SLURRY SEAL Dist 4 GRANADAAVE GRANADA AVE 15 CHAPARRAL ST E LAUREL DR R A 2 1,794 32 57,422 33 02/17/23 35 40-31 Poor (50-31) 07/15/19 DEEP PATCH Dist 4 GRANADAAVE GRANADA AVE 35 E LAUREL DR ROSARITA DR R A 2 1,748 32 55,948 32 02/17/23 34 40-31 Poor (50-31) 01/02/19 DEEP PATCHDist 2 GRANDHAVEN GRANDHAVEN ST 15 WILLIAMS RD TOWT ST R A 2 1,688 32 54,046 25 03/13/23 27 30-21 Failed (30-0) 11/12/19 DEEP PATCH Dist 6 GREATISLAN GREAT ISLAND ST 15 BEACON HILL DR CRESTVIEW ST R A 2 1,186 32 37,979 77 02/02/23 78 80-71 Good (90-71) Dist 2 GREENST GREEN ST 15 DEL MONTE AVE GARNER AVE R A 2 1,546 32 49,484 21 02/03/23 23 30-21 Failed (30-0) 08/19/19 DEEP PATCH Dist 4 GREENBRIAR GREENBRIAR WAY 15 SANSOME ST END R A 2 1,060 32 33,938 81 08/15/23 82 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 3 GREENFIELD GREENFIELD ALY 010 E MARKET ST E GABILAN ST R P 2 470 32 15,040 78 01/26/23 78 80-71 Good (90-71)Dist 3 GREENFIELD GREENFIELD ALY 020 E GABILAN ST E ALISAL ST R P 2 671 32 21,472 57 01/26/23 58 60-51 Fair (70-51)Dist 3 GREENFIELD GREENFIELD ALY 030 E ALISAL ST E SAN LUIS ST R P 2 670 16 10,720 80 01/26/23 80 80-71 Good (90-71)Dist 4 GREENWICHW GREENWICH WAY 15 ARGUELLO DR SANSOME ST R A 2 598 34 20,332 82 08/15/23 82 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 3 GREENWOODP GREENWOOD PL 010 WOODSIDE DR SOUTH END R A 2 376 32 12,032 32 01/23/23 34 40-31 Poor (50-31) 01/01/07 CAPE SEAL Dist 3 GREENWOODP GREENWOOD PL 020 WOODSIDE DR NORTH END R A 2 401 32 12,851 61 01/23/23 62 70-61 Fair (70-51) 01/01/07 SLURRY SEAL Dist 3 GRIFFINST GRIFFIN ST 10 JOHN ST E ALISAL ST R A 2 1,170 37 43,290 29 01/26/23 31 30-21 Failed (30-0) 05/16/19 DEEP PATCH Dist 4 GRIFFINST GRIFFIN ST 25 E ALISAL ST E MARKET ST R A 2 2,005 38 76,190 69 01/26/23 70 70-61 Fair (70-51) Dist 3 GROVEST GROVE ST 010 ALAMEDA AVE START OF LOOP R P 2 360 34 12,240 66 01/24/23 67 70-61 Fair (70-51) 02/25/19 DEEP PATCH Dist 3 GROVEST GROVE ST 020 START OF LOOP END OF LOOP R A 2 675 32 21,600 38 01/24/23 40 40-31 Poor (50-31) Dist 3 GROVEST GROVE ST 110 ALAMEDA AVE MAPLEWOOD DR R A 2 1,075 32 34,400 36 01/24/23 38 40-31 Poor (50-31)Dist 3 GROVEST GROVE ST 120 MAPLEWOOD ST MANOR DR R A 2 350 32 11,200 72 01/24/23 73 80-71 Good (90-71)Dist 6 HAMPTONST HAMPTON ST 15 HARROD WAY WESTMINSTER DR R A 2 1,212 32 38,813 75 02/17/23 76 80-71 Good (90-71)Dist 6 HANCOCKCIR HANCOCK CIR 10 HANCOCK ST END R A 2 305 31 9,455 76 02/03/23 77 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 6 HANCOCKST HANCOCK ST 15 LEXINGTON DR N. SIDE LEXINGTON DR S. SIDE R A 2 2,612 35 91,420 72 02/03/23 73 80-71 Good (90-71) Dist 3 HANSENST HANSEN ST 15 AIRPORT BLVD HARKINS RD C A 2 1,051 62 65,162 31 01/17/23 35 40-31 Poor (50-31) 07/23/19 DEEP PATCHDist 3 HAPPPL HAPP PL 10 W MARKET ST END R A 2 256 49 12,544 57 03/15/23 58 60-51 Fair (70-51) Dist 6 HARDENPKWY HARDEN PKWY EB010 N MAIN ST BROADWAY DR C A 2 2,015 28 56,420 67 10/05/23 67 70-61 Fair (70-51) 10/05/23 CHIP SEALDist 6 HARDENPKWY HARDEN PKWY EB020 BROADWAY DR MCKINNON ST C A 2 1,161 28 32,508 67 10/05/23 67 70-61 Fair (70-51) 10/05/23 CHIP SEAL Dist 6 HARDENPKWY HARDEN PKWY EB030 MCKINNON ST WINDSOR ST C A 2 938 28 26,264 62 10/05/23 62 70-61 Fair (70-51) 10/05/23 CHIP SEALDist 6 HARDENPKWY HARDEN PKWY EB040 WINDSOR ST EL DORADO DR C A 2 1,540 28 43,120 57 10/05/23 57 60-51 Fair (70-51) 10/05/23 CHIP SEALDist 6 HARDENPKWY HARDEN PKWY WB010 EL DORADO DR WINDSOR ST C A 2 1,540 28 43,120 60 10/05/23 60 60-51 Fair (70-51) 10/05/23 CHIP SEAL Dist 6 HARDENPKWY HARDEN PKWY WB020 WINDSOR ST MCKINNON ST C A 2 937 28 26,236 65 10/05/23 65 70-61 Fair (70-51) 10/05/23 CHIP SEAL

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 6 HARDENPKWY HARDEN PKWY WB030 MCKINNON ST BROADWAY DR C A 2 1,156 28 32,368 73 10/05/23 73 80-71 Good (90-71) 10/05/23 CHIP SEAL Dist 6 HARDENPKWY HARDEN PKWY WB040 BROADWAY DR N MAIN ST C A 2 2,026 28 56,728 65 10/05/23 65 70-61 Fair (70-51) 10/05/23 CHIP SEAL Dist 5 HARDINGCIR HARDING CIR 10 HARDING ST END R A 2 215 26 5,590 25 02/17/23 27 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 5 HARDINGST HARDING ST 15 POLK ST TYLER ST R A 2 1,578 32 50,526 31 02/17/23 33 40-31 Poor (50-31) Dist 3 HARKINSRD HARKINS RD 010 SCHILLING PL ABBOTT ST C A 4 1,245 80 99,600 35 01/17/23 38 40-31 Poor (50-31) 02/13/19 DEEP PATCH Dist 3 HARKINSRD HARKINS RD 020 ABBOTT ST DAYTON ST C A 4 2,372 80 189,760 50 01/17/23 53 50-41 Poor (50-31) 02/27/19 DEEP PATCHDist 3 HARKINSRD HARKINS RD 030 DAYTON ST RR TRACKS C A 2 899 47 42,253 53 01/17/23 56 60-51 Fair (70-51) Dist 3 HARKINSRD HARKINS RD 040 RR TRACKS CITY LIMIT C A 2 745 70 52,150 47 01/17/23 50 50-41 Poor (50-31) Dist 3 HARMONYLN HARMONY LN 10 E SAN LUIS ST E ALISAL ST R P 2 679 15 10,185 68 01/26/23 69 70-61 Fair (70-51) Dist 6 HARRINGTON HARRINGTON CIR 15 BEACON HILL DR END R A 2 534 38 20,292 74 02/02/23 75 80-71 Good (90-71) Dist 3 HARRISPL HARRIS PL 10 HARRIS RD END R A 2 999 42 41,958 36 01/17/23 38 40-31 Poor (50-31)Dist 3 HARRISRD HARRIS RD 10 ABBOTT ST HARRIS PL C A 2 982 45 44,190 46 01/17/23 49 50-41 Poor (50-31) 06/06/19 DEEP PATCH Dist 3 HARRISRD HARRIS RD 40 HARRIS PL CITY LIMIT @ 1273' SW HARRIS PL; C A 2 1,273 42 53,466 48 01/17/23 51 50-41 Poor (50-31) Dist 6 HARRODCIR HARROD CIR 10 HARROD WAY END R A 2 331 33 10,923 67 02/17/23 68 70-61 Fair (70-51) 01/01/07 SLURRY SEALDist 6 HARRODWAY HARROD WAY 15 HAMPTON ST ERCIA ST R A 2 976 33 32,208 70 02/17/23 71 70-61 Fair (70-51)Dist 2 HARRYETTED HARRYETTE DR 10 FAIRVIEW AVE CAROL DR R A 2 487 32 15,597 27 01/18/23 29 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 6 HARTFORDST HARTFORD ST 15 INGLEWOOD ST COVENTRY ST R A 2 1,469 32 47,021 70 02/04/23 71 70-61 Fair (70-51)Dist 3 HARTNELLST HARTNELL ST 10 CENTRAL AVE COLLEGE DR R A 2 801 37 29,637 28 01/25/23 30 30-21 Failed (30-0) 02/19/19 DEEP PATCH Dist 6 HARVARDCT HARVARD CT 10 PENNSYLVANIA DR (W) PENNSYLVANIA DR (E) R A 2 844 33 27,852 69 08/15/23 69 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEALDist 3 HARVESTALY HARVEST ALY 10 WINHAM ST HARVEST ST R P 2 275 15 4,125 63 01/20/23 64 70-61 Fair (70-51)Dist 3 HARVESTST HARVEST ST 15 S MAIN ST E END R P 2 2,414 46 111,044 53 01/20/23 54 60-51 Fair (70-51) 11/04/19 DEEP PATCH Dist 3 HASTINGSAV HASTINGS AVE 25 COLUMBIA AVE CAMPUS AVE R A 2 1,207 32 38,651 34 01/25/23 36 40-31 Poor (50-31) Dist 2 HAVENALY HAVEN ALY 010 WEST END FAIRHAVEN ST R A 2 307 16 4,912 5 03/13/23 7 10-0 Failed (30-0) Dist 2 HAVENALY HAVEN ALY 020 FAIRHAVEN ST GRANDHAVEN ST R A 2 298 16 4,768 21 03/13/23 23 30-21 Failed (30-0) 04/20/21 SKIN PATCH Dist 2 HAVENALY HAVEN ALY 030 GRANDHAVEN ST BELLEHAVEN ST R P 2 304 21 6,384 46 03/13/23 47 50-41 Poor (50-31)Dist 2 HAVENALY HAVEN ALY 040 BELLEHAVEN ST N. END R P 2 85 21 1,785 71 03/13/23 71 80-71 Good (90-71) Dist 1 HAWAIIPL HAWAII PL 10 CARIBBEAN AVE E END R A 2 398 25 9,957 42 02/02/23 44 50-41 Poor (50-31) 01/01/07 SLURRY SEAL Dist 3 HAWTHORNES HAWTHORNE ST 010 S MAIN ST PAJARO ST R C 2 776 32 24,832 26 01/19/23 28 30-21 Failed (30-0) Dist 3 HAWTHORNES HAWTHORNE ST 020 PAJARO ST CARMEL AVE R C 2 1,482 32 47,424 24 01/19/23 26 30-21 Failed (30-0) Dist 3 HAWTHORNES HAWTHORNE ST 030 CARMEL AVE ALAMEDA AVE R C 2 561 32 17,952 25 01/19/23 27 30-21 Failed (30-0) Dist 5 HAYESST HAYES ST 10 PARKSIDE ST END R A 2 207 37 7,659 34 02/16/23 36 40-31 Poor (50-31) 01/01/01 SLURRY SEAL Dist 5 HEATHERDR HEATHER DR 15 IRIS DR COLUMBINE DR R A 2 724 32 23,188 29 03/01/23 31 30-21 Failed (30-0) 03/11/19 DEEP PATCH Dist 2 HEBBRONALY HEBBRON ALY 10 S HEBBRON AVE S FILICE ST R P 2 515 20 10,300 59 01/19/23 60 60-51 Fair (70-51) Dist 1&6 HEMINGWAYD HEMINGWAY DR 010 E BORONDA RD NANTUCKET BLVD C A 2 921 50 46,050 69 02/03/23 71 70-61 Fair (70-51)Dist 6 HEMINGWAYD HEMINGWAY DR 20 NANTUCKET BLVD FITZGERALD RD R A 2 1,093 41 44,813 79 02/03/23 80 80-71 Good (90-71) 05/09/19 SLURRY SEAL Dist 6 HIDDENCREE HIDDEN CREEK CIR 10 PROVINCETOWN DR END R A 2 188 32 6,036 64 02/03/23 65 70-61 Fair (70-51) Dist 4 HILLCIR HILL CIR 10 N MADEIRA AVE END R A 2 174 37 6,438 68 03/03/23 69 70-61 Fair (70-51) 01/01/07 SLURRY SEAL Dist 4 HILLTOPDR HILL TOP DR 15 N MADEIRA AVE SUMMIT DR R A 2 1,476 32 47,244 21 03/03/23 23 30-21 Failed (30-0)Dist 4 HOLADAYAVE HOLADAY AVE 10 E ALISAL ST EAST ST R A 2 285 41 11,712 51 03/16/23 52 60-51 Fair (70-51) 01/01/07 SLURRY SEALDist 1 HOLLYST HOLLY ST 10 RIDER AVE END R A 2 470 32 15,040 35 02/02/23 37 40-31 Poor (50-31) 01/01/07 CAPE SEALDist 6 HOLMESCIR HOLMES CIR 10 HEMINGWAY DR END R A 2 109 32 3,508 77 02/03/23 78 80-71 Good (90-71) 05/09/19 SLURRY SEAL Dist 3 HOMESTEADA HOMESTEAD AVE 010 N END WILSON ST R A 2 285 38 10,830 24 01/25/23 26 30-21 Failed (30-0)Dist 3 HOMESTEADA HOMESTEAD AVE 020 WILSON ST CENTRAL AVE R P 2 1,230 38 46,740 36 01/25/23 37 40-31 Poor (50-31) 01/17/19 DEEP PATCH Dist 3 HOMESTEADA HOMESTEAD AVE 030 CENTRAL AVE W ALISAL ST R C 2 1,147 38 43,586 34 01/25/23 36 40-31 Poor (50-31) Dist 3 HOMESTEADA HOMESTEAD AVE 040 W ALISAL ST IVERSON ST R C 2 1,255 37 46,435 30 01/25/23 32 30-21 Failed (30-0) Dist 5 HOOVERST HOOVER ST 15 EISENHOWER ST SOUZA WAY R A 2 1,394 32 44,623 45 03/02/23 46 50-41 Poor (50-31)Dist 3 HOWARDST HOWARD ST 10 SALINAS ST LINCOLN AVE R C 2 225 32 7,200 19 01/26/23 21 20-11 Failed (30-0) Dist 3 HOWARDST HOWARD ST 20 LINCOLN AVE CHURCH ST R C 2 270 23 6,210 21 01/26/23 23 30-21 Failed (30-0) Dist 5 HOWECIR HOWE CIR 10 HOWE DR END R A 2 300 32 9,600 79 08/15/23 79 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 5 HOWEDR HOWE DR 15 SHERMAN DR END R A 2 739 32 23,660 64 08/15/23 64 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEALDist 6 HUDSONWAY HUDSON WAY 15 MANHATTAN DR END R A 2 545 33 17,985 80 08/15/23 81 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 1 HUGHESWAY HUGHES WAY 10 CONSTITUTION BLVD FOX GLEN WAY R A 2 317 38 12,046 76 02/02/23 77 80-71 Good (90-71) 01/01/14 SLURRY SEALDist 6 HUMBOLDTDR HUMBOLDT DR 15 YREKA DR TRUCKEE WAY R A 2 1,548 37 57,276 44 02/08/23 46 50-41 Poor (50-31) 02/14/19 DEEP PATCH Dist 5 HUNTINGTON HUNTINGTON ST 10 ROCHEX AVE W LAUREL DR R A 2 410 30 12,300 23 02/16/23 25 30-21 Failed (30-0) 01/01/01 CAPE SEAL

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 6 HYANNISCIR HYANNIS CIR 10 COVENTRY ST END R A 2 176 32 5,639 68 02/04/23 69 70-61 Fair (70-51) 01/01/07 SLURRY SEAL Dist 4 HYDECIR HYDE CIR 10 HYDE ST END R A 2 180 32 5,760 75 02/09/23 76 80-71 Good (90-71) 01/01/14 SLURRY SEALDist 4&5 HYDEST HYDE ST 15 VAN NESS CT RICO ST R A 2 1,269 36 45,704 29 03/02/23 31 30-21 Failed (30-0)Dist 6 IMPERIALWA IMPERIAL WAY 10 NAPA WAY SUTTER ST R A 2 617 32 19,766 31 02/09/23 33 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 5 INCAWAY INCA WAY 15 SHAWNEE WAY ADAMS ST R A 2 981 32 31,398 19 02/16/23 21 20-11 Failed (30-0) Dist 6 INDEPENDEN INDEPENDENCE BLVD NB010 CONSTITUTION BLVD PROVINCETOWN DR C A 2 2,796 19 53,124 31 02/03/23 34 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 6 INDEPENDEN INDEPENDENCE BLVD NB020 PROVINCETOWN DR E BORONDA RD C A 2 2,952 28 82,656 32 02/03/23 35 40-31 Poor (50-31) 03/06/19 DEEP PATCH Dist 6 INDEPENDEN INDEPENDENCE BLVD SB010 E BORONDA RD PROVINCETOWN DR C A 2 2,952 32 94,464 28 02/03/23 31 30-21 Failed (30-0) Dist 6 INDEPENDEN INDEPENDENCE BLVD SB020 PROVINCETOWN DR CONSTITUTION BLVD C A 2 2,796 18 50,328 24 02/03/23 28 30-21 Failed (30-0) Dist 3 INDUSTRIAL INDUSTRIAL ST 10 VERTIN AVE SANBORN PL R A 2 1,027 41 42,107 19 01/17/23 21 20-11 Failed (30-0) 01/01/02 SLURRY SEAL Dist 6 INGLEWOODS INGLEWOOD ST 10 PESCADERO DR END R A 2 687 37 25,419 25 02/04/23 27 30-21 Failed (30-0) Dist 6 INGLEWOODS INGLEWOOD ST 110 COVENTRY ST END R A 2 871 38 33,098 71 02/04/23 72 80-71 Good (90-71) Dist 6 INYOCIR INYO CIR 10 MENDOCINO DR END R A 2 250 32 8,014 33 02/17/23 35 40-31 Poor (50-31) 01/01/07 SLURRY SEAL Dist 5 IRISALY IRIS ALY 10 W BERNAL DR IRIS DR R A 2 1,179 20 23,594 25 03/01/23 27 30-21 Failed (30-0) Dist 5 IRISALY IRIS ALY 20 IRIS DR END R P 2 844 20 16,887 54 03/01/23 55 60-51 Fair (70-51) Dist 5 IRISDR IRIS DR 15 N MAIN ST LUPIN DR C A 2 440 54 23,760 24 03/01/23 27 30-21 Failed (30-0) 11/12/19 DEEP PATCHDist 5 IRISDR IRIS DR 35 LUPIN DR TYLER ST C A 2 1,364 38 51,864 61 03/01/23 63 70-61 Fair (70-51) 03/11/19 DEEP PATCH Dist 3 IVERSONCIR IVERSON CIR 10 IVERSON ST END R A 2 285 32 9,144 45 01/23/23 47 50-41 Poor (50-31) 01/01/07 SLURRY SEAL Dist 3 IVERSONST IVERSON ST 35 CLAY ST W ACACIA ST C A 2 1,279 58 74,182 29 01/23/23 33 30-21 Failed (30-0) Dist 3 IVERSONST IVERSON ST 55 W ACACIA ST C.O.P. C A 2 1,400 44 61,600 24 01/23/23 28 30-21 Failed (30-0) Dist 3 IVERSONST IVERSON ST 60 C.O.P. W BLANCO RD C A 2 950 44 41,800 53 01/23/23 56 60-51 Fair (70-51)Dist 4 IVYST IVY ST 10 E MARKET ST GRIFFIN ST R A 2 342 32 10,949 20 01/18/23 22 20-11 Failed (30-0) 01/01/01 CAPE SEAL Dist 5 JACKSONCIR JACKSON CIR 10 SWANER AVE END R A 2 165 27 4,455 44 03/02/23 45 50-41 Poor (50-31) 01/01/07 CAPE SEAL Dist 5 JACKSONST JACKSON ST 10 VAN BUREN AVE SWANER AVE R A 2 1,286 32 41,179 57 03/02/23 58 60-51 Fair (70-51) 01/01/07 CAPE SEAL Dist 2 JAMESST JAMES ST 010 S WOOD ST SMITH ST R A 2 385 41 15,785 67 01/19/23 68 70-61 Fair (70-51) Dist 2 JAMESST JAMES ST 020 SMITH ST S MADEIRA AVE R A 2 526 42 22,092 69 01/19/23 70 70-61 Fair (70-51) 01/01/07 SLURRY SEAL Dist 2 JEANAVE JEAN AVE 10 CAROL DR SHARON DR R A 2 900 32 28,826 29 01/18/23 31 30-21 Failed (30-0) 03/06/19 DEEP PATCH Dist 4 JEFFERSONS JEFFERSON ST 10 N HEBBRON AVE N FILICE ST R A 2 562 42 23,619 50 03/13/23 51 50-41 Poor (50-31) 01/01/07 SLURRY SEAL Dist 2 JEFFERYAVE JEFFERY AVE 10 SKYWAY BLVD MERCER WAY R A 2 1,043 36 37,564 9 01/17/23 12 10-0 Failed (30-0) Dist 2 JOHNCIR JOHN CIR 10 JOHN ST END R A 2 273 32 8,761 14 01/17/23 17 20-11 Failed (30-0) 01/01/01 CAPE SEAL Dist 3 JOHNST JOHN ST 100 SALINAS ST S. MAIN ST A A 2 200 50 10,000 31 01/18/23 34 40-31 Poor (50-31) 01/01/02 CAPE SEAL Dist 2 JOHNST JOHN ST 110 S WOOD ST S FILICE ST A A 4 1,481 58 85,898 78 01/18/23 79 80-71 Good (90-71) 06/11/19 DEEP PATCH Dist 2 JOHNST JOHN ST 120 S FILICE ST S SANBORN RD A A 4 981 58 56,898 73 01/18/23 75 80-71 Good (90-71) 05/20/19 SLURRY SEAL Dist 2 JOHNST JOHN ST 130 S SANBORN RD MCGOWAN DR A A 4 1,251 58 72,558 77 01/18/23 78 80-71 Good (90-71) 05/20/19 SLURRY SEALDist 2 JOHNST JOHN ST 140 MCGOWAN DR E ALISAL ST A A 4 1,433 62 88,846 75 01/18/23 76 80-71 Good (90-71) 05/20/19 SLURRY SEALDist 3 JOHNSONAVE JOHNSON AVE 15 ABBOTT ST E END R A 2 1,040 42 43,680 24 01/18/23 26 30-21 Failed (30-0) Dist 1 JOSEPHINES JOSEPHINE ST 15 C ST END R A 2 632 32 20,250 43 02/03/23 45 50-41 Poor (50-31) Dist 6 JULIAAVE JULIA AVE 10 WHEELER DR CHRISTENSEN AVE R A 2 661 32 21,164 74 08/15/23 74 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 3 JUNIPEROWA JUNIPERO WAY 10 W ACACIA ST PALMA DR R A 2 887 32 28,406 23 01/24/23 25 30-21 Failed (30-0) 03/26/19 DEEP PATCH Dist 3 KATHERINEA KATHERINE AVE 15 S MAIN ST ALAMEDA AVE R A 2 2,803 32 89,721 31 01/19/23 33 40-31 Poor (50-31) 12/30/20 SKIN PATCH Dist 5 KEARNYWAY KEARNY WAY 10 ALVARADO DR LARKIN ST R A 2 479 36 17,244 63 08/15/23 63 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEAL Dist 5 KENNEDYCIR KENNEDY CIR 10 KENNEDY ST END R A 2 350 32 11,200 38 03/02/23 40 40-31 Poor (50-31) 01/01/07 CAPE SEAL Dist 5 KENNEDYST KENNEDY ST 15 VAN BUREN AVE BUCHANAN WAY R A 2 524 37 19,388 46 03/02/23 47 50-41 Poor (50-31) 01/14/19 DEEP PATCH Dist 5 KENNEDYST KENNEDY ST 35 BUCHANAN WAY END R A 2 1,655 33 54,615 45 03/02/23 47 50-41 Poor (50-31) Dist 2 KENNETHAVE KENNETH AVE 010 FAIRHAVEN ST E LAUREL DR R A 2 572 34 19,448 22 03/13/23 24 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 2 KENNETHAVE KENNETH AVE 020 E LAUREL DR E MARKET ST R O 2 425 36 15,300 53 03/13/23 54 60-51 Fair (70-51) 01/01/08 SLURRY SEAL Dist 6 KENSINGTON KENSINGTON WAY 15 BUNKER HILL WAY END R A 2 478 37 17,686 75 02/02/23 76 80-71 Good (90-71)Dist 6 KENTCIR KENT CIR 10 KENT ST END R A 2 155 34 5,270 75 08/15/23 75 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 KENTST KENT ST 10 KLAMATH DR KENT CIR R A 2 734 37 27,158 75 08/15/23 75 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 KENTST KENT ST 20 KENT CIR ARCADIA WAY R A 2 367 38 13,946 75 08/15/23 75 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 3 KENTFIELDD KENTFIELD DR 25 LOYOLA DR SAN JACINTO DR R A 2 2,016 32 64,541 73 01/24/23 74 80-71 Good (90-71) Dist 4 KENTUCKYST KENTUCKY ST 15 LINDEN ST TOWT ST R A 2 1,267 36 45,646 29 03/03/23 31 30-21 Failed (30-0) Dist 4 KERNST KERN ST 10 E ALISAL ST N FREEWAY OFF RAMP C A 2 1,925 39 75,075 34 01/25/23 37 40-31 Poor (50-31) 03/07/19 DEEP PATCH Dist 4 KERNST KERN ST 20 N FREEWAY OFF RAMP END R A 2 1,081 41 44,330 54 01/25/23 56 60-51 Fair (70-51) 10/30/19 SHALLOW PATCH

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 2 KEYST KEY ST 10 TORO AVE PALOMA AVE R A 2 343 32 10,988 21 03/13/23 23 30-21 Failed (30-0) 09/30/19 DEEP PATCH Dist 1 KILBRETHAV KILBRETH AVE 10 N SANBORN RD DEL MONTE AVE R A 2 1,666 31 51,646 32 02/02/23 34 40-31 Poor (50-31) 01/01/07 CAPE SEAL Dist 2 KIMMELST KIMMEL ST 15 N SANBORN RD BEECH ST R A 2 1,224 32 39,189 25 03/13/23 27 30-21 Failed (30-0) Dist 4 KINGSST KINGS ST 15 E MARKET ST E ALISAL ST R A 2 1,155 42 48,537 50 01/19/23 51 50-41 Poor (50-31) Dist 5 KIOWACIR KIOWA CIR 10 CHEROKEE DR END R A 2 184 32 5,888 24 02/16/23 26 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 4 KIPDR KIP DR 10 BLOCK AVE E ALVIN DR R A 2 756 37 27,972 19 02/09/23 21 20-11 Failed (30-0) 11/12/19 DEEP PATCH Dist 3 KIPLINGST KIPLING ST 55 RIKER ST LOS OLIVOS DR R A 2 2,803 32 89,708 57 01/23/23 58 60-51 Fair (70-51) 05/16/19 SLURRY SEALDist 3 KIRKWOODAV KIRKWOOD AVE 15 SAN CLEMENTE AVE VILLA ST R A 2 1,139 32 36,456 25 03/16/23 27 30-21 Failed (30-0) 07/05/19 DEEP PATCH Dist 6 KITTERYST KITTERY ST 15 BEACON HILL DR FITZGERALD ST R A 2 961 32 30,753 79 02/02/23 80 80-71 Good (90-71) Dist 6 KLAMATHDR KLAMATH DR 10 ARCADIA WAY C.O.P. R A 2 365 37 13,505 58 02/08/23 59 60-51 Fair (70-51) Dist 6 KLAMATHDR KLAMATH DR 20 C.O.P. CALAVERAS DR R A 2 1,815 37 67,155 37 02/08/23 39 40-31 Poor (50-31) Dist 5 LABREAST LA BREA ST 10 SEPULVEDA DR N 1ST ST R A 2 443 32 14,203 40 02/17/23 42 40-31 Poor (50-31) 01/01/07 SLURRY SEAL Dist 3 LACANADAWA LA CANADA WAY 10 LOS OLIVOS DR LA JOLLA WAY R A 2 682 32 21,824 40 01/23/23 42 40-31 Poor (50-31) 05/13/19 SLURRY SEAL Dist 3 LACANADAWA LA CANADA WAY 20 LA JOLLA WAY NE END R A 2 430 32 13,760 69 01/23/23 70 70-61 Fair (70-51) 05/13/19 SLURRY SEAL Dist 1 LACUESTACT LA CUESTA CT 10 ANTIGUA AVE (N) ANTIGUA AVE (S) R A 2 1,375 34 46,750 77 02/03/23 78 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 2 LAGUARDIAS LA GUARDIA ST 10 VANDENBERG ST MOFFETT ST R A 2 1,889 41 77,449 62 01/17/23 64 70-61 Fair (70-51) 01/01/11 SLURRY SEAL Dist 1 LAHONDACIR LA HONDA CIR 10 LA HONDA CT END R A 2 205 32 6,560 47 02/02/23 49 50-41 Poor (50-31) 01/01/07 CAPE SEAL Dist 1 LAHONDACT LA HONDA CT 010 ALAMO WAY (N) RANCHERO DR R A 2 935 32 29,920 63 02/02/23 64 70-61 Fair (70-51) Dist 1 LAHONDACT LA HONDA CT 020 RANCHERO DR ALAMO WAY (S) R A 2 590 38 22,420 68 02/02/23 69 70-61 Fair (70-51) Dist 3 LAJOLLACIR LA JOLLA CIR 10 LA JOLLA WAY END R A 2 337 32 10,784 67 01/23/23 68 70-61 Fair (70-51) 05/21/19 SLURRY SEAL Dist 3 LAJOLLAWAY LA JOLLA WAY 10 LA CANADA WAY LOS OLIVOS DR R A 2 927 32 29,664 71 01/23/23 72 80-71 Good (90-71) 05/14/19 SLURRY SEAL Dist 1 LAMANCHACI LA MANCHA CIR 10 LA MANCHA WAY END R A 2 219 34 7,448 74 02/03/23 75 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 1 LAMANCHAWA LA MANCHA WAY 15 BERNARDO AVE PALMERA AVE R A 2 566 37 20,956 75 02/03/23 76 80-71 Good (90-71) Dist 3 LAMESADR LA MESA DR 050 W END PAJARO ST R A 2 217 37 8,029 38 01/18/23 40 40-31 Poor (50-31) 02/14/19 DEEP PATCH Dist 3 LAMESADR LA MESA DR 060 PAJARO ST SAN JUAN DR R A 2 1,677 37 62,049 46 01/18/23 48 50-41 Poor (50-31) 05/16/19 DEEP PATCHDist 3 LAMESADR LA MESA DR 070 SAN JUAN DR LA MESA WAY R A 2 1,597 37 59,089 42 01/18/23 44 50-41 Poor (50-31) 05/16/19 DEEP PATCHDist 3 LAMESADR LA MESA DR 080 LA MESA WAY SAN ANGELO DR R A 2 1,433 37 53,021 37 01/18/23 39 40-31 Poor (50-31) 03/07/19 DEEP PATCH Dist 3 LAMESAWAY LA MESA WAY 10 LA MESA DR E BLANCO RD R A 2 135 37 4,995 18 01/18/23 20 20-11 Failed (30-0) 01/01/01 CAPE SEAL Dist 3 LAMIRADACT LA MIRADA CT 10 LA MIRADA DR (N) LA MIRADA DR (N) R A 2 1,124 32 35,968 24 01/19/23 26 30-21 Failed (30-0) 01/23/19 SHALLOW PATCH Dist 3 LAMIRADADR LA MIRADA DR 15 SAN BRUNO WAY LA MESA DR R A 2 1,125 32 36,002 20 01/19/23 22 20-11 Failed (30-0) Dist 4 LAPOSADADR LA POSADA DR 15 END (N) END (S) R A 2 473 25 11,842 74 02/17/23 75 80-71 Good (90-71) Dist 4 LAPOSADAWA LA POSADA WAY 10 SHERWOOD DR LA POSADA DR R A 2 135 32 4,320 18 02/17/23 20 20-11 Failed (30-0) 01/01/07 SLURRY SEAL Dist 3 LACEYLN LACEY LN 10 E GABILAN ST MONTEREY ST R P 2 265 15 3,975 87 03/16/23 87 90-81 Good (90-71) Dist 6 LAFAYETTEC LAFAYETTE CIR 10 LAFAYETTE WAY END R A 2 191 31 5,921 73 08/15/23 73 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 6 LAFAYETTEW LAFAYETTE WAY 15 DELANCEY DR BROADWAY DR R A 2 677 37 25,049 81 08/15/23 82 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 4 LAKEALY LAKE ALY 10 MARKET WAY E LAKE ST R P 2 677 20 13,540 70 03/17/23 70 70-61 Fair (70-51) Dist 6 LANCASHIRE LANCASHIRE CIR 10 LANCASHIRE DR END R A 2 346 32 11,099 72 08/15/23 73 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 LANCASHIR1 LANCASHIRE DR 10 BUCKINGHAM DR DORSET WAY R A 2 821 32 26,280 72 08/15/23 72 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 LANCASHIR1 LANCASHIRE DR 20 DORSET WAY LANCASHIRE CIR R A 2 248 32 7,936 70 08/15/23 71 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEAL Dist 6 LANCASHIR1 LANCASHIRE DR 30 LANCASHIRE CIR CASCADE WAY R A 2 207 32 6,624 75 08/15/23 75 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 3 LANGST LANG ST 15 IVERSON ST CAPITOL ST R P 2 1,330 40 53,200 58 01/25/23 59 60-51 Fair (70-51) Dist 5 LARKINCIR LARKIN CIR 10 LARKIN ST END R A 2 410 32 13,120 55 08/15/23 56 60-51 Fair (70-51) 08/15/23 SCRUB/SLURRY SEAL Dist 5 LARKINST LARKIN ST 015 W END N DAVIS RD R A 2 344 37 12,728 67 03/01/23 68 70-61 Fair (70-51) Dist 5 LARKINST LARKIN ST 025 N DAVIS RD KEARNY WAY C A 2 1,268 41 51,988 52 03/01/23 54 60-51 Fair (70-51) 05/14/19 SLURRY SEAL Dist 5 LARKINST LARKIN ST 035 KEARNY WAY VICTOR ST C A 2 1,306 41 53,546 58 03/01/23 60 60-51 Fair (70-51) 05/15/19 SLURRY SEAL Dist 5 LARKINST LARKIN ST 045 VICTOR ST RICO ST C A 2 756 41 30,996 63 03/01/23 65 70-61 Fair (70-51) 05/15/19 SLURRY SEALDist 5 LARKSPURDR LARKSPUR DR 10 HEATHER DR LUPIN DR R A 2 769 32 24,620 28 03/01/23 30 30-21 Failed (30-0) 01/01/01 CAPE SEAL

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 1 LASCASITAS LAS CASITAS DR 10 CONSTITUTION BLVD RANCHERO DR C A 2 1,552 38 58,980 43 02/10/23 46 50-41 Poor (50-31) 03/06/19 DEEP PATCH Dist 1 LASCASITAS LAS CASITAS DR 20 RANCHERO DR PINO WAY C A 2 447 37 16,539 29 02/10/23 32 30-21 Failed (30-0) 01/01/08 CAPE SEAL Dist 1 LASCASITAS LAS CASITAS DR 30 PINO WAY RIDER AVE C A 2 743 37 27,491 28 02/10/23 31 30-21 Failed (30-0) 03/06/19 DEEP PATCH Dist 3 LASCRUCESC LAS CRUCES CT 10 LAS CRUCES WAY END R A 2 417 38 15,846 47 01/23/23 49 50-41 Poor (50-31) 05/14/19 SLURRY SEAL Dist 3 LASCRUCESW LAS CRUCES WAY 15 SAN BLANCO DR W END R A 2 396 32 12,697 65 01/23/23 66 70-61 Fair (70-51) 05/14/19 SLURRY SEAL Dist 6 LASSENAVE LASSEN AVE 15 E ALVIN DR RAINIER DR R A 2 1,246 38 47,348 45 02/09/23 46 50-41 Poor (50-31) Dist 5 LEESEDR LEESE DR 10 SHERMAN DR ALVARADO DR R A 2 1,076 32 34,455 72 08/15/23 72 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 5 LEGIONALY LEGION ALY 10 ROCHEX AVE W LAUREL DR R P 2 451 20 9,023 66 03/17/23 66 70-61 Fair (70-51) Dist 3 LEMOSAVE LEMOS AVE 010 DAVIS RD COLLEGE DR R A 2 2,532 37 93,684 31 01/25/23 33 40-31 Poor (50-31) 02/04/19 DEEP PATCHDist 6 LENNOXWAY LENNOX WAY 15 TUDOR WAY VICTORIA AVE R A 2 1,150 33 37,950 68 02/08/23 69 70-61 Fair (70-51)Dist 5 LENNYST LENNY ST 15 HOOVER ST LOUISE ST R A 2 1,354 32 43,348 37 03/02/23 39 40-31 Poor (50-31) Dist 6 LESLIEDR LESLIE DR 15 NATIVIDAD RD CALAVERAS DR R A 2 1,363 32 43,622 23 02/09/23 25 30-21 Failed (30-0) 08/05/19 DEEP PATCH Dist 6 LEWISCIR LEWIS CIR 10 LEWIS ST END R A 2 235 32 7,520 76 02/03/23 77 80-71 Good (90-71) 05/09/19 SLURRY SEAL Dist 6 LEWISST LEWIS ST 15 HEMINGWAY DR FAULKNER CIR R A 2 875 37 32,375 78 02/03/23 79 80-71 Good (90-71) 05/09/19 SLURRY SEAL Dist 6 LEXINGTOND LEXINGTON DR 15 PROVINCETOWN DR INDEPENDENCE BLVD R A 2 1,997 37 73,889 73 02/03/23 74 80-71 Good (90-71) 07/29/19 DEEP PATCH Dist 6 LEXINGTOND LEXINGTON DR 90 INDEPENDENCE BLVD LITTLE RIVER DR R A 2 210 33 6,930 78 02/03/23 79 80-71 Good (90-71) 01/01/08 SLURRY SEAL Dist 3 LINCOLNAVE LINCOLN AVE 010 W MARKET ST CLAY ST A A 2 2,827 43 121,561 66 08/15/23 67 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEAL Dist 3 LINCOLNAVE LINCOLN AVE 020 CLAY ST AVENUE A R C 2 538 38 20,444 38 01/26/23 40 40-31 Poor (50-31) Dist 3 LINCOLNAVE LINCOLN AVE 030 AVENUE A AVENUE B R A 2 439 40 17,560 37 03/16/23 38 40-31 Poor (50-31) Dist 4 LINDENST LINDEN ST 15 OREGON ST EUCALYPTUS DR R A 2 996 42 41,839 22 03/03/23 24 30-21 Failed (30-0) Dist 4&6 LINWOODDR LINWOOD DR 010 E ALVIN DR RAINIER DR C A 2 1,253 44 55,132 81 02/17/23 82 90-81 Good (90-71) 04/27/21 SLURRY SEAL Dist 4 LINWOODDR LINWOOD DR 020SB RAINIER DR E LAUREL DR C A 2 1,982 26 51,532 81 02/17/23 82 90-81 Good (90-71) 05/03/21 SLURRY SEAL Dist 4 LINWOODDR LINWOOD DR 030NB E LAUREL DR RAINIER DR C A 2 1,982 26 51,532 80 02/17/23 81 80-71 Good (90-71) 05/03/21 SLURRY SEALDist 6 LITTLERIVE LITTLE RIVER DR 15 MANCHESTER DR END R A 2 2,604 38 98,952 78 02/03/23 79 80-71 Good (90-71) Dist 3 LODGEALLY LODGE ALLY 10 E MARKET ST END R P 2 173 15 2,606 60 01/26/23 61 60-51 Fair (70-51) Dist 3 LODGELN LODGE LN 10 E MARKET ST E GABILAN ST R P 2 605 14 8,470 79 01/26/23 79 80-71 Good (90-71)Dist 3 LODGELN LODGE LN 20 E GABILAN ST E ALISAL ST R P 2 670 15 10,050 79 01/26/23 79 80-71 Good (90-71) Dist 3 LODGELN LODGE LN 30 E ALISAL ST E SAN LUIS ST R P 2 605 15 9,075 60 01/26/23 61 60-51 Fair (70-51) Dist 5 LOHMANST LOHMAN ST 15 EISENHOWER ST END R A 2 700 37 25,900 64 03/02/23 65 70-61 Fair (70-51)Dist 4 LOMADR LOMA DR 15 E LAUREL DR DORORO DR R A 2 1,054 32 33,736 41 02/09/23 43 50-41 Poor (50-31) Dist 3 LOMAVISTAD LOMA VISTA DR 10 W ALISAL ST SIERRA MADRE DR R A 2 735 32 23,530 30 01/25/23 32 30-21 Failed (30-0) 04/16/19 DEEP PATCH Dist 4 LOMBARDCIR LOMBARD CIR 10 LOMBARD ST END R A 2 385 32 12,320 49 02/09/23 51 50-41 Poor (50-31) 01/01/14 SLURRY SEAL Dist 4 LOMBARDST LOMBARD ST 15 VINCENT PL HYDE ST R A 2 400 38 15,200 37 02/09/23 39 40-31 Poor (50-31) Dist 6 LONDONWAY LONDON WAY 10 FAULKNER ST LEWIS ST R A 2 1,026 32 32,839 78 02/03/23 79 80-71 Good (90-71) 04/23/19 SLURRY SEALDist 6 LONDONDERR LONDONDERRY WAY 15 COVENTRY ST END R A 2 795 32 25,448 71 02/04/23 72 80-71 Good (90-71) Dist 1 LNGFLWCIR LONGFELLOW CIR 10 LONGFELLOW DR END R A 2 393 31 12,183 68 02/02/23 69 70-61 Fair (70-51) 01/01/08 SLURRY SEAL Dist 6 LONGFELLO1 LONGFELLOW DR 10 BRADBURY ST HEMINGWAY DR R A 2 322 22 7,084 75 02/02/23 76 80-71 Good (90-71) 01/01/11 SLURRY SEAL Dist 1 LNGFLWDR LONGFELLOW DR 20 HEMINGWAY DR WHITMAN CIR R A 2 969 37 35,853 65 02/02/23 66 70-61 Fair (70-51) 01/01/08 SLURRY SEAL Dist 3 LORIMERST LORIMER ST 10 CENTRAL AVE W ALISAL ST R C 2 1,146 32 36,672 49 01/25/23 50 50-41 Poor (50-31)Dist 3 LORIMERST LORIMER ST 20 W ALISAL ST HOMESTEAD AVE R C 2 1,021 32 32,672 30 01/25/23 32 30-21 Failed (30-0)Dist 6 LOSALTOSWA LOS ALTOS WAY 15 ATHERTON WAY (N) ATHERTON WAY (S) R A 2 1,444 32 46,208 26 02/04/23 28 30-21 Failed (30-0)Dist 6 LOSCOCHESA LOS COCHES AVE 10 KLAMATH DR HUMBOLDT DR R A 2 752 37 27,824 47 02/04/23 49 50-41 Poor (50-31) 02/20/19 DEEP PATCH Dist 6 LOSCOCHESA LOS COCHES AVE 20 HUMBOLDT DR CAMBRIAN DR R A 2 2,098 37 77,626 25 02/04/23 27 30-21 Failed (30-0) 02/06/19 DEEP PATCHDist 6 LOSCOCHESC LOS COCHES CIR 10 LOS COCHES AVE END R A 2 326 32 10,447 42 02/08/23 44 50-41 Poor (50-31) 01/01/01 SLURRY SEAL Dist 6 LOSGATOSWA LOS GATOS WAY 10 SARATOGA DR (W) SARATOGA DR (E) R A 2 1,474 32 47,168 33 02/04/23 35 40-31 Poor (50-31) 01/01/01 CAPE SEAL Dist 3 LOSLAURELE LOS LAURELES AVE 10 SANTA LUCIA AVE EL PASO PL R P 2 794 34 26,996 61 01/24/23 62 70-61 Fair (70-51)Dist 3 LOSOLIVOSD LOS OLIVOS DR 55 SAN BLANCO DR W BLANCO RD R A 2 1,693 37 62,641 65 01/23/23 66 70-61 Fair (70-51) 05/21/19 SLURRY SEAL Dist 3 LOSPALOSDR LOS PALOS DR 25 ABBOTT ST E ROMIE LN R C 2 1,412 37 52,244 50 01/19/23 51 50-41 Poor (50-31) Dist 3 LOSPALOSDR LOS PALOS DR 30 E ROMIE LN SAN JOSE ST C A 2 607 37 22,459 45 01/19/23 48 50-41 Poor (50-31) 01/01/01 SLURRY SEAL Dist 3 LOSPALOSDR LOS PALOS DR 45 SAN JOSE ST SAN MIGUEL AVE C A 2 862 37 31,894 39 01/19/23 42 40-31 Poor (50-31) 09/12/19 DEEP PATCH Dist 5 LOUISECT LOUISE CT 10 LOUISE ST END R A 2 160 32 5,120 30 03/02/23 32 30-21 Failed (30-0) 01/01/07 SLURRY SEAL Dist 5 LOUISEST LOUISE ST 15 CLEVELAND AVE LENNY ST R A 2 1,151 32 36,856 34 03/02/23 36 40-31 Poor (50-31) Dist 3 LOYOLADR LOYOLA DR 25 UNIVERSITY AVE ORINDA WAY R A 2 2,667 37 98,679 59 01/24/23 60 60-51 Fair (70-51)Dist 5 LUBERST LUBER ST 10 HOOVER ST CLEVELAND AVE R A 2 771 32 24,678 34 03/02/23 36 40-31 Poor (50-31) 01/01/07 CAPE SEAL

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City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 4 LUNSFORDDR LUNSFORD DR 10 NATIVIDAD RD END R A 2 706 32 22,612 24 02/17/23 26 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 5 LUPINDR LUPIN DR 15 COLUMBINE DR W BERNAL DR R A 2 1,899 32 60,770 29 03/01/23 31 30-21 Failed (30-0) 02/27/19 DEEP PATCH Dist 3 LUTHERWAY LUTHER WAY 10 PICO BLANCO W BLANCO RD R A 2 420 23 9,660 64 01/23/23 65 70-61 Fair (70-51) 05/15/19 SLURRY SEAL Dist 2 MACHADOWAY MACHADO WAY 10 ALMA AVE KIMMEL ST R A 2 467 32 14,944 53 03/13/23 54 60-51 Fair (70-51) Dist 2 MACHADOWAY MACHADO WAY 20 KIMMEL ST ACOSTA ST R A 2 910 32 29,120 25 03/13/23 27 30-21 Failed (30-0) Dist 4 MADEIRACIR MADEIRA CIR 10 N MADEIRA AVE END R A 2 480 32 15,360 49 03/03/23 50 50-41 Poor (50-31) 01/01/08 CAPE SEAL Dist 4 MADONNADR MADONNA DR 10 ROSARITA DR SANTA TERESA WAY R A 2 722 32 23,109 24 02/17/23 26 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 5 MADRIDCIR MADRID CIR 10 MADRID ST END R A 2 495 32 15,840 38 02/10/23 40 40-31 Poor (50-31) 01/01/01 SLURRY SEAL Dist 5 MADRIDST MADRID ST 15 CHEROKEE DR N MAIN ST R A 2 2,077 51 105,927 28 02/10/23 30 30-21 Failed (30-0) 11/07/19 DEEP PATCH Dist 1 MADRONEDR MADRONE DR 010 NOGAL DR MADRONE WAY R A 2 660 33 21,780 80 02/01/23 81 80-71 Good (90-71) 04/19/19 SLURRY SEAL Dist 1 MADRONEDR MADRONE DR 020 MADRONE WAY BUCKEYE WAY R A 2 700 37 25,900 80 02/01/23 81 80-71 Good (90-71) Dist 1 MADRONEDR MADRONE DR 030 BUCKEYE WAY WEST END R A 2 425 33 14,025 80 02/01/23 81 80-71 Good (90-71) Dist 1 MADRONEWAY MADRONE WAY 10 MADRONE DR RIDER AVE C A 2 155 37 5,735 79 03/16/23 80 80-71 Good (90-71) 04/19/19 SLURRY SEAL Dist 1 MAEAVE MAE AVE 010 TOWT ST C.O.P. R A 2 325 38 12,350 64 02/03/23 65 70-61 Fair (70-51) Dist 1 MAEAVE MAE AVE 020 C.O.P. DEL MONTE AVE R A 2 970 32 31,040 40 02/03/23 42 40-31 Poor (50-31) Dist 2 MAEAVE MAE AVE 030 DEL MONTE AVE GARNER AVE R A 2 1,549 36 55,764 24 02/03/23 26 30-21 Failed (30-0) 08/19/19 DEEP PATCH Dist 2 MAGNOLIADR MAGNOLIA DR 10 GARDEN WAY MEADOW DR R A 2 1,050 32 33,600 43 01/19/23 45 50-41 Poor (50-31) 05/21/19 DEEP PATCH Dist 3 MAINST MAIN ST 25 E SAN LUIS ST W GABILAN ST C A 2 1,351 37 49,993 89 03/16/23 91 90-81 Good (90-71) 06/25/21 RECONSTRUCT STRUCTURE (AC) Dist 3 MAINST MAIN ST 30 JOHN ST E SAN LUIS ST C A 4 341 60 20,507 35 03/16/23 38 40-31 Poor (50-31) 07/05/19 DEEP PATCH Dist 3 MAINST MAIN ST 40 W GABILAN ST CENTRAL AVE C A 2 430 36 15,485 69 03/16/23 71 70-61 Fair (70-51) 11/20/20 SLURRY SEAL Dist 3 MALARINST MALARIN ST 10 ABBOTT ST BRUNKEN AVE R A 2 674 42 28,308 19 01/18/23 21 20-11 Failed (30-0) 01/01/02 CAPE SEAL Dist 6 MANCHESTE1 MANCHESTER DR 10 CASTLETON ST CONSTITUTION BLVD R A 2 813 42 34,146 77 02/03/23 78 80-71 Good (90-71) Dist 6 MANHATTAND MANHATTAN DR 10 BROADWAY DR MCKINNON ST R A 2 877 37 32,449 80 08/15/23 81 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 3 MANORDR MANOR DR 15 GROVE ST LOS PALOS DR R A 2 554 32 17,741 55 01/19/23 56 60-51 Fair (70-51) Dist 1 MANZANOCIR MANZANO CIR 10 MIMBRERA WAY END R A 2 482 31 14,954 42 02/01/23 44 50-41 Poor (50-31) 01/01/07 SLURRY SEAL Dist 1 MANZANOWAY MANZANO WAY 20 NOGAL DR MANZANO CIR R A 2 407 31 12,631 62 02/01/23 63 70-61 Fair (70-51)Dist 3 MAPLEST MAPLE ST 010 S MAIN ST PAJARO ST C C 2 774 42 32,508 36 01/20/23 39 40-31 Poor (50-31) Dist 3 MAPLEST MAPLE ST 020 PAJARO ST CALIFORNIA ST C C 2 691 42 29,022 37 01/20/23 40 40-31 Poor (50-31) Dist 3 MAPLEST MAPLE ST 030 CALIFORNIA ST ABBOTT ST C C 2 1,706 40 68,240 34 01/20/23 36 40-31 Poor (50-31)Dist 3 MAPLEWOODD MAPLEWOOD DR 15 ALAMEDA AVE GROVE ST R A 2 616 32 19,730 33 01/19/23 35 40-31 Poor (50-31) Dist 3 MAPLEWOODD MAPLEWOOD DR 30 GROVE ST SIERRA DR R A 2 391 32 12,523 46 01/19/23 48 50-41 Poor (50-31) 01/01/07 SLURRY SEAL Dist 2 MARGARETST MARGARET ST 15 E ALISAL ST PALOMA AVE R A 2 1,305 35 45,701 24 03/13/23 26 30-21 Failed (30-0) 09/16/19 DEEP PATCH Dist 2 MARIGOLDWA MARIGOLD WAY 15 GARDEN WAY MEADOW DR R A 2 1,114 32 35,678 24 01/19/23 26 30-21 Failed (30-0) 04/05/19 DEEP PATCH Dist 6 MARINAVE MARIN AVE 15 RAINIER DR LESLIE DR R A 2 2,035 32 65,133 26 02/09/23 28 30-21 Failed (30-0) 06/24/19 DEEP PATCHDist 3 MARIONAVE MARION AVE 15 HOMESTEAD AVE W ACACIA ST R A 2 1,792 32 57,371 35 01/25/23 37 40-31 Poor (50-31) 05/16/19 DEEP PATCHDist 6 MARIPOSACT MARIPOSA CT 10 MARIPOSA ST END R A 2 363 32 11,621 23 02/09/23 25 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 6 MARIPOSAST MARIPOSA ST 10 TRINITY WAY MARIN AVE R A 2 873 32 27,945 22 02/09/23 24 30-21 Failed (30-0) Dist 4 MARKETWAY MARKET WAY 15 SHERWOOD DR BRIDGE ST R A 2 1,117 37 41,350 49 03/17/23 50 50-41 Poor (50-31) 02/15/19 DEEP PATCH Dist 2 MARSALACIR MARSALA CIR 10 PALERMO DR END R A 2 419 32 13,408 87 03/15/23 88 90-81 Good (90-71) Dist 2 MARSALAWAY MARSALA WAY 10 PALERMO DR BELLAGIO WAY R A 2 682 34 23,188 85 03/15/23 86 90-81 Good (90-71) Dist 6 MARSHFIELD MARSHFIELD CIR 10 HANCOCK ST END R A 2 332 32 10,641 69 02/03/23 70 70-61 Fair (70-51) 01/01/07 SLURRY SEAL Dist 6 MARSHFIEL1 MARSHFIELD CT 10 HANCOCK ST W. SIDE HANCOCK ST E. SIDE R A 2 1,307 33 43,131 70 02/03/23 71 70-61 Fair (70-51) 01/01/07 SLURRY SEALDist 4 MARTELLAST MARTELLA ST 10 PRESTONE ST W ROSSI ST R A 2 684 35 23,940 35 03/16/23 37 40-31 Poor (50-31) Dist 3 MARTELLAST MARTELLA ST 20 W ROSSI ST W LAKE ST R A 2 400 69 27,600 47 03/16/23 48 50-41 Poor (50-31) 03/06/19 DEEP PATCH Dist 3 MARTELLAST MARTELLA ST 30 W LAKE ST SOUTH END R A 2 175 32 5,600 9 03/16/23 11 10-0 Failed (30-0) 03/06/19 DEEP PATCH Dist 4 MARYALDR MARYAL DR 10 CHAPARRAL ST END R A 2 154 30 4,641 79 02/17/23 80 80-71 Good (90-71) 01/01/01 SLURRY SEAL Dist 4 MARYALDR MARYAL DR 20 CHAPARRAL ST E LAUREL DR R A 2 1,754 30 52,620 48 02/17/23 49 50-41 Poor (50-31) 04/28/21 SLURRY SEAL Dist 4 MARYALDR MARYAL DR 30 E LAUREL DR E BERNAL DR C A 2 2,714 37 100,418 60 02/17/23 62 60-51 Fair (70-51) 05/04/21 SLURRY SEAL Dist 5 MASONWAY MASON WAY 10 HOWE DR LARKIN ST R A 2 249 32 7,973 61 08/15/23 62 70-61 Fair (70-51) 08/15/23 SCRUB/SLURRY SEAL Dist 5 MASSAST MASSA ST 15 N MAIN ST END R A 2 479 32 15,348 41 03/03/23 42 50-41 Poor (50-31)

Page 18 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 1 MSSCHUCIR MASSACHUSETTS CIR 10 MASSACHUSETTS DR END R A 2 235 33 7,755 64 02/01/23 65 70-61 Fair (70-51) 01/01/08 SLURRY SEAL Dist 1 MSSCHUDR MASSACHUSETTS DR 010 RHODE ISLAND ST VERMONT CIR R A 2 925 37 34,225 79 02/01/23 80 80-71 Good (90-71) Dist 1 MSSCHUDR MASSACHUSETTS DR 020 VERMONT CIR END R A 2 480 33 15,840 79 02/01/23 80 80-71 Good (90-71)Dist 1 MSSCHUWAY MASSACHUSETTS WAY 10 CONSTITUTION BLVD MASSACHUSETTS DR R A 2 145 37 5,365 77 02/01/23 78 80-71 Good (90-71) 01/01/08 SLURRY SEALDist 4 MASSOLOCIR MASSOLO CIR 10 MASSOLO CT END R A 2 200 32 6,400 88 08/15/23 88 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEALDist 4 MASSOLOCT MASSOLO CT 15 VINCENT PL (W) VINCENT PL (E) R A 2 1,235 32 39,522 79 08/15/23 79 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 2 MAYFAIRDR MAYFAIR DR 15 S SANBORN RD MAYFAIR DR R A 2 2,512 30 75,360 78 01/17/23 79 80-71 Good (90-71)Dist 1 MAZATLANST MAZATLAN ST 15 YUCATAN WAY END R A 2 1,085 38 41,230 79 02/01/23 80 80-71 Good (90-71)Dist 1 MAZATLANWA MAZATLAN WAY 10 MAZATLAN ST RIDER AVE R A 2 158 38 6,004 76 02/01/23 77 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 4 MCALLISTER MCALLISTER CIR 10 MCALLISTER ST END R A 2 185 32 5,920 57 03/02/23 58 60-51 Fair (70-51) 05/10/19 SLURRY SEAL Dist 4 MCALLISTE1 MCALLISTER ST 15 BRIGHTON ST VICTOR ST R A 2 1,649 32 52,780 59 03/02/23 60 60-51 Fair (70-51) 05/10/19 SLURRY SEAL Dist 2 MCGOWANCIR MCGOWAN CIR 10 MCGOWAN DR END R A 2 272 39 10,608 28 01/17/23 30 30-21 Failed (30-0) 01/01/01 SLURRY SEALDist 2 MCGOWANDR MCGOWAN DR 15 S SANBORN RD JOHN ST R A 2 1,282 38 48,716 39 01/17/23 41 40-31 Poor (50-31) 02/15/19 DEEP PATCH Dist 6 MCKINNONST MCKINNON ST 10 E ALVIN DR WESTMINSTER DR C A 4 988 54 53,352 66 10/05/23 66 70-61 Fair (70-51) 10/05/23 CHIP SEAL Dist 6 MCKINNONST MCKINNON ST 20 WESTMINSTER DR HARDEN PKWY C A 2 866 42 36,372 75 10/05/23 75 80-71 Good (90-71) 10/05/23 CHIP SEAL Dist 6 MCKINNONST MCKINNON ST 30 HARDEN PKWY CHARDONNAY DR C A 2 1,029 42 43,218 82 10/05/23 82 90-81 Good (90-71) 10/05/23 CHIP SEAL Dist 6 MCKINNONST MCKINNON ST 40 CHARDONNAY DR E BORONDA RD C A 2 770 42 32,340 78 10/05/23 78 80-71 Good (90-71) 10/05/23 CHIP SEALDist 6 MCKINNONST MCKINNON ST 50 E BORONDA RD N END R A 2 1,138 37 42,106 79 10/05/23 79 80-71 Good (90-71) 10/05/23 CHIP SEAL Dist 2 MEADOWDR MEADOW DR 15 JOHN ST (N) JOHN ST (S) R A 2 2,200 32 70,400 50 01/19/23 52 50-41 Poor (50-31) 02/05/19 DEEP PATCH Dist 3 MELODYLN MELODY LN 10 W GABILAN ST W ALISAL ST R P 2 669 15 10,035 65 01/26/23 66 70-61 Fair (70-51)Dist 3 MELODYLN MELODY LN 20 W ALISAL ST W SAN LUIS ST R P 2 630 15 9,450 48 01/26/23 49 50-41 Poor (50-31)Dist 3 MELODYLN MELODY LN 30 W GABILAN ST END NCR P 2 172 15 2,593 92 01/26/23 92 100-91 Excellent (100-91) Dist 3 MELROSEDR MELROSE DR 10 BELMONT DR PARK ST R A 2 736 32 23,578 42 03/17/23 43 50-41 Poor (50-31) 03/25/19 SHALLOW PATCH Dist 1 MELVILLEST MELVILLE ST 10 LONGFELLOW DR WHITMAN ST R A 2 1,070 31 33,170 69 03/16/23 70 70-61 Fair (70-51) 01/01/00 REJUVENATION OILDist 6 MENDOCINOD MENDOCINO DR 15 PLACER WAY YOLO CIR R A 2 884 38 33,592 58 02/17/23 59 60-51 Fair (70-51)Dist 6 MENDOCINOD MENDOCINO DR 45 YOLO CIR EL DORADO DR R A 2 887 38 33,706 22 02/17/23 24 30-21 Failed (30-0) 05/21/19 DEEP PATCHDist 6 MENLOWAY MENLO WAY 10 ATHERTON WAY LOS ALTOS WAY R A 2 644 32 20,625 21 02/04/23 23 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 4 MERCEDST MERCED ST 15 E MARKET ST END R A 2 883 32 28,286 22 01/18/23 24 30-21 Failed (30-0) 06/24/19 DEEP PATCH Dist 2 MERCERWAY MERCER WAY 10 AIRPORT BLVD MORTENSEN AVE R A 2 692 35 24,220 30 01/17/23 32 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 6 MEREDITHCI MEREDITH CIR 10 BEACON HILL DR END R A 2 235 32 7,520 74 02/02/23 76 80-71 Good (90-71) 04/25/19 SLURRY SEAL Dist 6 MERLOTCIR MERLOT CIR 10 MERLOT WAY END R A 2 231 31 7,161 66 03/01/23 67 70-61 Fair (70-51) 01/01/07 SLURRY SEAL Dist 6 MERLOTWAY MERLOT WAY 15 CHARDONNAY DR WINDSOR ST R A 2 1,214 33 40,062 66 03/01/23 67 70-61 Fair (70-51)Dist 1 MESCALCT MESCAL CT 10 SAGUARO DR (N) SAGUARO DR (S) R A 2 1,380 32 44,160 79 02/01/23 80 80-71 Good (90-71) 04/16/19 SLURRY SEAL Dist 1 MESQUITEDR MESQUITE DR 15 E BORONDA RD BUCKHORN DR C A 2 1,085 37 40,152 74 02/01/23 76 80-71 Good (90-71) 04/22/19 SLURRY SEAL Dist 4 MEYERSCT MEYERS CT 10 N HEBBRON AVE (S) N HEBBRON AVE (N) R P 2 1,015 30 30,452 65 03/13/23 66 70-61 Fair (70-51)Dist 2 MIAMIST MIAMI ST 15 CROSS AVE AFTON ROAD R A 2 1,121 35 39,235 50 03/13/23 51 50-41 Poor (50-31) Dist 2 MIDWAYAVE MIDWAY AVE 10 FAIRHAVEN ST E LAUREL DR R A 2 574 36 20,664 25 03/13/23 27 30-21 Failed (30-0) 01/01/01 CAPE SEALDist 2 MIDWAYAVE MIDWAY AVE 20 E LAUREL DR E MARKET ST R O 2 843 35 29,506 48 03/13/23 49 50-41 Poor (50-31) 01/01/08 SLURRY SEAL Dist 4 MILLWAY MILL WAY 10 SANSOME ST GREENBRIAR WAY R A 2 321 32 10,273 77 08/15/23 77 80-71 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 MILLBRAEST MILLBRAE ST 15 NATIVIDAD RD ATHERTON WAY R A 2 453 41 18,573 27 02/04/23 29 30-21 Failed (30-0) 09/16/19 DEEP PATCH Dist 6 MILTONWAY MILTON WAY 10 CABOT WAY BOSTON ST R A 2 482 32 15,435 76 02/02/23 77 80-71 Good (90-71) 04/23/19 SLURRY SEAL Dist 1 MIMBRERACI MIMBRERA CIR 10 MIMBRERA WAY END R A 2 330 31 10,230 43 02/01/23 45 50-41 Poor (50-31) 01/01/07 SLURRY SEAL Dist 1 MIMBRERAWA MIMBRERA WAY 010 RIDER AVE NOGAL DR R A 2 859 38 32,642 73 02/01/23 74 80-71 Good (90-71) Dist 2 MODENAST MODENA ST 15 CAMPANIA WAY END R A 2 1,005 34 34,170 85 08/15/23 86 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 2 MODENAWAY MODENA WAY 10 MODENA ST PALERMO DR R A 2 272 33 8,976 85 08/15/23 86 90-81 Good (90-71) 08/15/23 SCRUB/SLURRY SEAL Dist 6 MODOCAVE MODOC AVE 10 RAINIER DR E ALVIN DR R A 2 1,244 35 43,540 59 02/09/23 60 60-51 Fair (70-51)Dist 2 MOFFETTST MOFFETT ST 010 AIRPORT BLVD LA GUARDIA ST R A 2 3,225 41 132,225 61 01/17/23 63 70-61 Fair (70-51) Dist 2 MOFFETTST MOFFETT ST 020 LA GUARDIA ST VANDENBERG ST R A 2 1,261 41 51,701 67 01/17/23 68 70-61 Fair (70-51) Dist 2 MOHARST MOHAR ST 15 N SANBORN RD BEECH ST R A 2 1,228 32 39,303 31 03/13/23 33 40-31 Poor (50-31)Dist 5 MOHAWKAVE MOHAWK AVE 15 ADAMS ST NAVAJO DR R A 2 785 38 29,830 31 02/16/23 33 40-31 Poor (50-31) Dist 5 MONROEST MONROE ST 15 TULANE ST POLK ST R A 2 1,786 34 60,724 30 02/17/23 32 30-21 Failed (30-0) 05/21/19 DEEP PATCH Dist 2 MONTANAST MONTANA ST 15 N SANBORN RD BEECH ST R A 2 1,227 32 39,277 33 03/13/23 35 40-31 Poor (50-31) 02/07/19 DEEP PATCH

Page 19 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 2 MONTEBELLA MONTE BELLA BLVD 10 SCONBERG PKWY SARDINA DR C A 2 1,256 46 57,776 78 03/15/23 79 80-71 Good (90-71) 06/29/17 SLURRY SEAL Dist 2 MONTEBELLA MONTE BELLA BLVD 20 SARDINA DR TUSCANY BLVD C A 2 1,819 46 83,674 78 03/15/23 79 80-71 Good (90-71) 06/29/17 SLURRY SEALDist 2 MONTEBELLA MONTE BELLA BLVD 30 TUSCANY BLVD WILLIAMS RD C A 2 894 41 36,654 79 03/15/23 80 80-71 Good (90-71) 06/29/17 SLURRY SEAL Dist 3 MONTECITOC MONTECITO CIR 10 MONTECITO WAY END R A 2 367 32 11,769 54 01/24/23 55 60-51 Fair (70-51) 01/01/14 SLURRY SEAL Dist 3 MONTECITOW MONTECITO WAY 15 W ALISAL ST KENTFIELD DR R A 2 953 37 35,261 44 01/24/23 46 50-41 Poor (50-31)Dist 3 MONTEREYST MONTEREY ST 010 JOHN ST E SAN LUIS ST A A 2 526 48 25,248 55 01/25/23 57 60-51 Fair (70-51) 07/11/19 SHALLOW PATCH Dist 3 MONTEREYST MONTEREY ST 020 E SAN LUIS ST E ALISAL ST A A 2 677 48 32,496 44 01/25/23 46 50-41 Poor (50-31) 07/03/19 DEEP PATCH Dist 3 MONTEREYST MONTEREY ST 030 E ALISAL ST E MARKET ST A A 2 1,361 48 65,328 46 01/25/23 48 50-41 Poor (50-31) 10/18/19 DEEP PATCH Dist 5 MONTGOMERY MONTGOMERY ST 10 BUSH ST HYDE ST R A 2 745 32 23,840 40 02/09/23 42 40-31 Poor (50-31) 01/01/14 SLURRY SEAL Dist 1 MORENOCIR MORENO CIR 10 PASEO GRANDE END R A 2 187 33 6,171 77 02/03/23 78 80-71 Good (90-71) 01/01/07 SLURRY SEAL Dist 1 MORENODR MORENO DR 010 PASEO GRANDE CAMARILLO CT C A 2 975 38 37,050 76 02/03/23 78 80-71 Good (90-71) Dist 1 MORENOWAY MORENO WAY 10 TOWT ST MORENO DR C A 2 145 38 5,510 76 03/17/23 77 80-71 Good (90-71) 01/01/07 SLURRY SEALDist 2 MORTENSENA MORTENSEN AVE 020 SKYWAY BLVD MERCER WAY R A 2 1,028 55 56,540 13 01/17/23 16 20-11 Failed (30-0)Dist 3 MURPHYST MURPHY ST 10 E ALISAL ST END R A 2 586 32 18,752 21 01/18/23 23 30-21 Failed (30-0) 01/01/01 CAPE SEAL Dist 1 MUSTANGCT MUSTANG CT 15 BADGER WAY (W) BADGER WAY (E) R A 2 1,258 33 41,514 79 02/01/23 80 80-71 Good (90-71) 04/15/19 SLURRY SEAL Dist 4 MYRTLECT MYRTLE CT 15 MYRTLE ST (N) MYRTLE ST (S) R A 2 600 36 21,600 50 03/03/23 51 50-41 Poor (50-31) Dist 4 MYRTLEST MYRTLE ST 10 TOWT ST CIRCLE DR R A 2 899 30 26,970 42 03/03/23 43 50-41 Poor (50-31) 01/24/19 DEEP PATCH Dist 5 N1STST N 1ST ST 015 CHEROKEE DR W ALVIN DR R A 2 1,364 41 55,924 28 02/17/23 30 30-21 Failed (30-0) 08/12/19 DEEP PATCH Dist 5 N1STST N 1ST ST 045 W ALVIN DR W CURTIS ST R A 2 2,226 38 84,588 19 02/17/23 21 20-11 Failed (30-0) 11/07/19 DEEP PATCH Dist 5 N2NDST N 2ND ST 10 BOEING AVE W CURTIS ST R A 2 635 36 22,860 21 02/16/23 23 30-21 Failed (30-0) 01/01/01 SLURRY SEAL Dist 5 N3RDST N 3RD ST 10 BOEING AVE W CURTIS ST R A 2 653 36 23,508 31 02/16/23 33 40-31 Poor (50-31) 03/25/19 SHALLOW PATCH Dist 5 N3RDST N 3RD ST 20 W CURTIS ST ROCHEX AVE R A 2 412 32 13,184 24 02/16/23 26 30-21 Failed (30-0) 03/25/19 SHALLOW PATCH Dist 5 N4THST N 4TH ST 10 CRESCENT WAY W CURTIS ST R A 2 675 34 22,950 28 02/16/23 30 30-21 Failed (30-0) Dist 5 N4THST N 4TH ST 20 ROCHEX AVE W CURTIS ST R A 2 406 22 8,932 25 02/16/23 27 30-21 Failed (30-0) Dist 3 NACACIACIR N ACACIA CIR 10 W ACACIA ST END R A 2 156 32 4,993 18 03/16/23 20 20-11 Failed (30-0) 08/28/20 SKIN PATCHDist 4 NDAVISRD N DAVIS RD 150NB W ROSSI ST SLOAT DR A O 2 751 32 24,032 65 10/05/23 65 70-61 Fair (70-51) 10/05/23 CHIP SEAL Dist 4 NDAVISRD N DAVIS RD 150SB SLOAT DR W ROSSI ST A O 2 751 32 24,032 83 10/05/23 83 90-81 Good (90-71) 10/05/23 CHIP SEAL Dist 5 NDAVISRD N DAVIS RD 160NB SLOAT DR W LAUREL DR A A 2 3,026 32 96,832 67 10/05/23 67 70-61 Fair (70-51) 10/05/23 CHIP SEAL Dist 5 NDAVISRD N DAVIS RD 160SB W LAUREL DR SLOAT DR A A 2 3,026 32 96,832 74 10/05/23 74 80-71 Good (90-71) 10/05/23 CHIP SEAL Dist 5 NDAVISRD N DAVIS RD 170NB W LAUREL DR WESTRIDGE PKWY A A 2 2,232 32 71,424 72 10/05/23 72 80-71 Good (90-71) 10/05/23 CHIP SEALDist 5 NDAVISRD N DAVIS RD 170SB WESTRIDGE PKWY W LAUREL DR A A 2 2,239 32 71,648 70 10/05/23 70 70-61 Fair (70-51) 10/05/23 CHIP SEAL Dist 5 NDAVISRD N DAVIS RD 180NB WESTRIDGE PKWY AUTO CENTER CIR A A 2 4,506 32 144,192 68 10/05/23 69 70-61 Fair (70-51) 10/05/23 CHIP SEALDist 5 NDAVISRD N DAVIS RD 180SB AUTO CENTER CIR WESTRIDGE PKWY A A 2 4,488 32 143,616 70 10/05/23 70 70-61 Fair (70-51) 10/05/23 CHIP SEALDist 5 NDAVISRD N DAVIS RD 190NB AUTO CENTER CIR BORONDA CROSSING PL (N) A A 2 2,374 32 75,968 69 10/05/23 69 70-61 Fair (70-51) 10/05/23 CHIP SEALDist 5 NDAVISRD N DAVIS RD 190SB BORONDA CROSSING PL (N) AUTO CENTER CIR A A 2 2,405 32 76,960 70 10/05/23 70 70-61 Fair (70-51) 10/05/23 CHIP SEALDist 5 NDAVISRD N DAVIS RD 200NB BORONDA CROSSING PL BORONDA RD A A 2 1,125 32 36,000 73 10/05/23 73 80-71 Good (90-71) 10/05/23 CHIP SEAL Dist 5 NDAVISRD N DAVIS RD 200SB S FREEWAY OFF RAMP BORONDA CROSSING PL A A 2 1,125 32 36,000 73 10/05/23 73 80-71 Good (90-71) 10/05/23 CHIP SEAL Dist 4 NFILICEST N FILICE ST 10 E ALISAL ST N END (BARRICADE) R A 2 105 44 4,620 13 03/17/23 15 20-11 Failed (30-0) Dist 4 NFILICEST N FILICE ST 15 ELTON PL S END (BARRICADE) R A 2 1,475 39 57,525 50 03/13/23 51 50-41 Poor (50-31) Dist 4 NHEBBRONAV N HEBBRON AVE 15 E ALISAL ST E MARKET ST C A 2 1,149 40 45,960 43 03/13/23 45 50-41 Poor (50-31)Dist 4 NHEBBRONAV N HEBBRON AVE 45 E MARKET ST ELTON PL R A 2 566 38 21,539 45 03/13/23 46 50-41 Poor (50-31) 03/06/19 DEEP PATCH Dist 4 NMADEIRAAV N MADEIRA AVE 010 W END (TREE BARRICADE) ST EDWARDS AVE R A 2 2,243 37 82,991 53 03/03/23 54 60-51 Fair (70-51) Dist 4 NMADEIRAAV N MADEIRA AVE 020 ST EDWARDS AVE HILL CIR R A 2 1,637 37 60,569 45 03/03/23 46 50-41 Poor (50-31) Dist 4 NMADEIRAAV N MADEIRA AVE 025 HILL CIR N SANBORN RD R A 2 581 32 18,619 21 03/03/23 23 30-21 Failed (30-0) 05/21/19 DEEP PATCHDist 4 NMADEIRAAV N MADEIRA AVE 125 E ALISAL ST E MARKET ST R A 2 1,157 40 46,280 49 03/13/23 50 50-41 Poor (50-31) Dist 4 NMADEIRAAV N MADEIRA AVE 130 E MARKET ST TERRACE ST R A 2 650 42 27,300 29 03/13/23 31 30-21 Failed (30-0) Dist 4 NMADEIRAAV N MADEIRA AVE 140 TERRACE ST NE END (TREE BARRICADE) R A 2 1,471 41 60,311 49 03/13/23 50 50-41 Poor (50-31) 01/01/01 CAPE SEAL Dist 4 NMAINDR N MAIN DR 10 CHAPARRAL ST END R O 2 514 32 16,477 57 02/17/23 58 60-51 Fair (70-51) 01/01/10 2" OVERLAY

Page 20 of 34 ends

City of Salinas - 2023 PMP Update
Reference Reports - Sections Sorted Alphabetically
District Street ID Road Name Section ID Begin Location End Location FC ST Lanes Length Width Area Current PCI (10- 11-23) Last Calc PCI Date Last Calc PCI PCI Range Condition Category Last MnR Date Last MnR Treatment Dist 5 NMAINST N MAIN ST 010 RUSSELL RD COP 900' S/O RUSSELL RD A A 4 900 85 76,500 62 02/09/23 64 70-61 Fair (70-51) Dist 5 NMAINST N MAIN ST 020 COP 900' S/O RUSSEL RD BORONDA RD A P 4 3,798 78 296,244 79 03/16/23 79 80-71 Good (90-71) 04/16/19 DEEP PATCH Dist 5 NMAINST N MAIN ST 025SB E BORONDA RD SAN JUAN GRADE RD A A 1 1,749 32 55,968 43 02/09/23 45 50-41 Poor (50-31) Dist 5&6 NMAINST N MAIN ST 035SB SAN JUAN GRADE RD HARDEN PKWY A A 1 1,280 32 40,960 43 02/09/23 45 50-41 Poor (50-31) Dist 5&6 NMAINST N MAIN ST 045SB HARDEN PKWY CHEROKEE DR A A 1 611 47 28,717 49 02/09/23 51 50-41 Poor (50-31) Dist 5&6 NMAINST N MAIN ST 055SB CHEROKEE DR W ALVIN DR A A 1 1,392 47 65,424 53 02/09/23 55 60-51 Fair (70-51)Dist 4&5 NMAINST N MAIN ST 085SB W ALVIN DR NAVAJO DR A O 3 802 38 30,476 47 02/09/23 49 50-41 Poor (50-31) 01/01/10 2" OVERLAY Dist 4&5 NMAINST N MAIN ST 095SB NAVAJO DR W CURTIS ST A O 3 1,433 32 45,856 52 02/09/23 54 60-51 Fair (70-51) 01/01/10 2" OVERLAY Dist 4&5 NMAINST N MAIN ST 115SB W CURTIS ST W LAUREL DR A O 3 918 38 34,884 53 02/09/23 55 60-51 Fair (70-51) 01/01/10 2" OVERLAY Dist 4&5 NMAINST N MAIN ST 125SB W LAUREL DR IRIS DR A O 3 2,231 38 84,778 54 02/09/23 56 60-51 Fair (70-51) 01/01/10 2" OVERLAYDist 4&5 NMAINST N MAIN ST 135SB IRIS DR W BERNAL DR A O 3 1,180 38 44,840 57 02/09/23 59 60-51 Fair (70-51) 01/01/10 2" OVERLAYDist 5 NMAINST N MAIN ST NB025 SAN JUAN GRADE RD E BORONDA RD A A 1 1,749 47 82,203 47 02/09/23 49 50-41 Poor (50-31) Dist 5&6 NMAINST N MAIN ST NB035 HARDEN PKWY SAN JUAN GRADE RD A A 1 1,280 47 60,160 49 02/09/23 51 50-41 Poor (50-31) Dist 5&6 NMAINST N MAIN ST NB045 CHEROKEE DR HARDEN PKWY A A 1 611 47 28,717 47 02/09/23 49 50-41 Poor (50-31)Dist 5&6 NMAINST N MAIN ST NB055 E ALVIN DR CHEROKEE DR A A 1 1,392 47 65,424 57 02/09/23 59 60-51 Fair (70-51) Dist 4&5 NMAINST N MAIN ST NB085 NAVAJO DR E ALVIN DR A A 3 802 38 30,476 43 02/09/23 45 50-41 Poor (50-31) Dist 4&5 NMAINST N MAIN ST NB095 E CURTIS ST NAVAJO DR A A 3 1,433 38 54,454 50 02/09/23 52 50-41 Poor (50-31) Dist 4&5 NMAINST N MAIN ST NB115 E LAUREL DR E CURTIS ST A A 3 918 38 34,884 53 02/09/23 55 60-51 Fair (70-51)Dist 4&5 NMAINST N MAIN ST NB125 IRIS DR E LAUREL DR A A 3 2,231 38 84,778 57 02/09/23 59 60-51 Fair (70-51)Dist 4&5 NMAINST N MAIN ST NB135 E BERNAL DR IRIS DR A A 3 1,180 38 44,840 54 02/09/23 56 60-51 Fair (70-51)Dist 4&5 NMAINST N MAIN ST NB200 SANTA CLARA AVE W BERNAL DR A A 3 729 36 26,244 58 02/10/23 60 60-51 Fair (70-51) 03/04/19 DEEP PATCH Dist 5 NMAINST N MAIN ST PCC025 E BORONDA RD SAN JUAN GRADE RD A P 4 1,749 50 87,450 61 10/30/20 64 70-61 Fair (70-51) Dist 5&6 NMAINST N MAIN ST PCC035 SAN JUAN GRADE RD HARDEN PKWY A P 4 1,280 50 64,000 61 10/30/20 64 70-61 Fair (70-51) Dist 5&6 NMAINST N MAIN ST PCC045 HARDEN PKWY CHEROKEE DR A P 4 611 50 30,550 61 10/30/20 64 70-61 Fair (70-51) Dist 5&6 NMAINST N MAIN ST PCC055 CHEROKEE DR E ALVIN DR A P 4 1,392 50 69,600 61 10/30/20 64 70-61 Fair (70-51)Dist 4 NPEARLST N PEARL ST 15 E MARKET ST E ALISAL ST R A 2 1,146 36 41,256 43 03/13/23 44 50-41 Poor (50-31) 03/04/19 DEEP PATCH Dist 1 NSANBORNRD N SANBORN RD 10 E BORONDA RD FREEDOM PKWY A A 2 1,937 64 123,980 76 01/18/23 78 80-71 Good (90-71) 05/22/19 SLURRY SEALDist 1 NSANBORNRD N SANBORN RD 20 FREEDOM PKWY ANTIGUA AVE A A 2 1,073 77 82,663 77 01/18/23 79 80-71 Good (90-71) 05/22/19 SLURRY SEAL Dist 1 NSANBORNRD N SANBORN RD 30 ANTIGUA AVE DEL MONTE AVE A A 2 2,098 63 132,201 78 01/18/23 79 80-71 Good (90-71) 05/22/19 SLURRY SEALDist 1&2 NSANBORNRD N SANBORN RD 40 DEL MONTE AVE GARNER AVE A A 2 1,545 64 98,880 72 01/18/23 74 80-71 Good (90-71) 06/03/22 FOG SEAL Dist 1&2 NSANBORNRD N SANBORN RD 50 GARNER AVE E LAUREL DR A A 2 2,074 64 132,784 81 01/18/23 83 90-81 Good (90-71) 06/03/22 FOG SEAL Dist 4 NSANBORNRD N SANBORN RD 60 E LAUREL DR OREGON ST A A 2 453 65 29,487 31 01/18/23 34 40-31 Poor (50-31) 03/18/19 SHALLOW PATCH Dist 4 NSANBORNRD N SANBORN RD 70 OREGON ST E MARKET ST A A 2 2,580 65 167,759 44 01/18/23 46 50-41 Poor (50-31) 11/12/19 DEEP PATCH Dist 4 NSANBORNRD N SANBORN RD 80 E MARKET ST E ALISAL ST A A 4 1,308 65 85,020 44 01/18/23 46 50-41 Poor (50-31) 03/18/19 SHALLOW PATCH Dist 4 NWOODST N WOOD ST 10 E. ALISAL ST ROOSEVELT ST R A 2 577 32 18,471 24 01/26/23 26 30-21 Failed (30-0) 01/01/01 CAPE SEAL NMAIN183 N. MAIN ST (SR-183) 010NB W. MARKET ST END DIVIDED RD (450' N/O W MARKNCR P 2 450 38 17,100 66 03/17/23 67 70-61 Fair (70-51)NMAIN183 N. MAIN ST (SR-183) 020NB&SB END DIVIDED RD END PCC N/O CASENTINI NCR P 4 2,450 84 205,800 82 01/20/21 83 90-81 Good (90-71)NMAIN183 N. MAIN ST (SR-183) 030NB END PCC N/O CASENTINI ST BERNAL DR NCR A 2 1,750 36 63,000 63 03/17/23 64 70-61 Fair (70-51)NMAIN183 N. MAIN ST (SR-183) 040SB BERNAL DR START PCC BRIDGE NCR A 2 600 37 22,200 64 03/17/23 65 70-61 Fair (70-51)NMAIN183 N. MAIN ST (SR-183) 050SB START PCC BRIDGE END PCC BRIDGE NCR P 2 525 25 13,125 78 03/17/23 78 80-71 Good (90-71)NMAIN183 N. MAIN ST (SR-183) 060SB END PCC BRIDGE START PCC N/O CASENTINI NCR A 2 600 42 25,200 53 03/17/23 54 60-51 Fair (70-51)NMAIN183 N. MAIN ST (SR-183) 070SB START DIVIDED RD END PCC NCR P 2 245 36 8,820 54 03/17/23 55 60-51 Fair (70-51)NMAIN183 N. MAIN ST (SR-183) 080SB END PCC W MARKET ST NCR A 3 310 37 11,470 72 03/17/23 73 80-71 Good (90-71) Dist 3 NACIONALCT NACIONAL CT 10 CLARK ST (N) CLARK ST (S) R A 2 1,884 38 71,592 76 03/16/23 77 80-71 Good (90-71) 01/01/14 SLURRY SEAL Dist 3 NACIONALST NACIONAL ST 10 CLARK ST PARK ST R A 2 1,800 38 68,400 31 03/16/23 33 40-31 Poor (50-31) 11/05/19 DEEP PATCH Dist 3 NACIONALST NACIONAL ST 20 PARK ST CENTRAL AVE R P 2 640 40 25,600 44 03/16/23 45 50-41 Poor (50-31) 11/05/19 DEEP PATCH Dist 3 NACIONALST NACIONAL ST 30 CENTRAL AVE S END R A 2 236 37 8,732 31 03/16/23 33 40-31 Poor (50-31) 05/21/19 DEEP PATCH Dist 6 NANTUCKETB NANTUCKET BLVD 10 INDEPENDENCE BLVD HEMINGWAY DR C A 2 2,292 38 87,096 55 02/02/23 57 60-51 Fair (70-51) Dist 1&6 NANTUCKETB NANTUCKET BLVD 20 HEMINGWAY DR DECLARATION ST C A 2 1,851 43 79,593 64 02/02/23 66 70-61 Fair (70-51)Dist 1&6 NANTUCKETB NANTUCKET BLVD 30 DECLARATION ST CONSTITUTION BLVD C A 2 1,122 44 49,368 66 02/02/23 68 70-61 Fair (70-51)Dist 6 NAPAWAY NAPA WAY 15 EL DORADO DR IMPERIAL WAY R A 2 551 32 17,653 31 02/09/23 33 40-31 Poor (50-31) 03/06/19 DEEP PATCH Dist 2 NAPOLICIR NAPOLI CIR 10 PALERMO DR END R A 2 298 32 9,536 87 03/15/23 88 90-81 Good (90-71)

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Salinas City CouncilMay 7, 2024

Salinas City Council
May 7, 2024