Beaumont City Council
June 17, 2025

SECTION XI: INDEMNIFICATION AND HOLD HARMLESS
To the fullest extent permitted by applicable law, COUNTY shall and does agree to indemnify, protect, defend and hold harmless CITY, its agencies, districts, special districts and departments, their respective directors, officers, elected and appointed officials, employees, agents and representatives (collectively, "Indemnitees") for, from and against any and all liabilities, claims, damages, losses, liens, causes of action, suits, awards, judgments and expenses, attorney and/or consultant fees and costs, taxable or otherwise, of any nature, kind or description of any person or entity, directly or indirectly arising out of, caused by, or resulting from (1) the Services performed hereunder by COUNTY, or any part thereof, (2) the Agreement, including any approved amendments or modifications, or (3) any negligent act or omission of COUNTY, its officers, employees, subcontractors, agents, or representatives (collectively, "Liabilities"). Notwithstanding the foregoing, the only Liabilities with respect to which COUNTY's obligation to indemnify, including the cost to defend, the Indemnitees does not apply is with respect to Liabilities resulting from the negligence or willful misconduct of an Indemnitee, or to the extent such claims do not arise out of, pertain to or relate to the Scope of Work in the Agreement.

To the fullest extent permitted by applicable law, CITY shall and does agree to indemnify, protect, defend and hold harmless COUNTY, its agencies, departments, directors, officers, agents, Board of Supervisors, elected and appointed officials and representatives (collectively, "Indemnitees") for, from and against any and all liabilities, claims, damages, losses, liens, causes of action, suits, awards, judgments and expenses, attorney and/or consultant fees and costs, taxable or otherwise, of any nature, kind or description of any person or entity, directly or indirectly arising out of, caused by, or resulting from (1) the services performed hereunder, by CITY, or any part thereof, (2) the Agreement, including any approved amendments or modifications, or (3) any negligent act or omission of CITY its officers, employees, subcontractors, agents, or representatives (collectively, "Liabilities"). Notwithstanding the foregoing, the only Liabilities with respect to which CITY's obligation to indemnify, including the cost to defend, the Indemnitees does not apply is with respect to Liabilities resulting from the negligence or willful misconduct of an Indemnitee, or to the extent such claims do not arise out of, pertain to or relate to the Scope of Work in the Agreement.

SECTION XII: AUDIT
A. COUNTY and CITY agree that their designated representative shall have the right to review and to copy any records and supporting documentation of the other party hereto, pertaining to the performance of this Agreement. COUNTY and CITY agree to maintain such records for possible audit for a minimum of three (3) years after final payment, unless a longer period of records retention is stipulated or as required by law, and to allow the auditor(s) of the other party access to such records during normal business hours COUNTY and CITY agree to a similar right to audit records in any subcontract related to performance of this Agreement. (Gov. Code, § 8546.7.) B. Each party shall bear their own costs in performing a requested audit.

Cooperative Fire Agreement
City of Beaumont
July 1, 2024 to June 30, 2025
Sofro

SECTION XIII: DISPUTES
CITY shall select and appoint a "Contract Administrator" who shall, under the supervision and direction of CITY, be available for contract resolution or policy intervention with COUNTY, when, upon determination by the Chief or County Contract Administrator that a situation exists under this Agreement in which a decision to serve the interest of CITY has the potential to conflict with COUNTY interest or policy. Any dispute concerning a question of fact arising under the terms of this Agreement which is not disposed of within a reasonable period of time by the CITY and COUNTY employees normally responsible for the administration of this Agreement shall be brought to the attention of the Chief Executive Officer (or designated representative) of each organization for joint resolution. For purposes of this provision, a "reasonable period of time" shall be ten (10) calendar days or less. CITY and COUNTY agree to continue with the responsibilities under this Agreement during any dispute. Disputes that are not resolved informally by and between CITY and COUNTY representatives may be resolved, by mutual agreement of the parties, through mediation. Such mediator will be jointly selected by the parties. The costs associated with mediator shall be shared equally among the participating parties. If the mediation does not resolve the issue(s), or if the parties cannot agree to mediation, the parties reserve the right to seek remedies as provided by law or in equity. The parties agree, pursuant to Battaglia Enterprises v.

Superior Court (2013) 215 Cal.App.4th 309, that each of the parties are sophisticated and negotiated this agreement and this venue at arm's length. Pursuant to this Agreement, the parties agree that venue for litigation shall be in the Superior Court of Riverside County. Should any party attempt to defeat this section and challenge venue in Superior Court, the party challenging venue stipulates to request the Court change venue to San Bernardino County and shall not ask for venue in any other County.

Any claims or causes of actions, whether they arise out of unresolved disputes as specified in this Section or claims by third parties that are made against the COUNTY, shall be submitted to the Office of the Clerk of the Board for the County of Riverside in a timely manner. For claims that involve CAL FIRE employees, the claims shall be submitted to State of California Office of Risk and Insurance Management Department of General Services directly for processing.

SECTION XIV: ATTORNEYS' FEES
If CITY fails to remit payments for services rendered pursuant to any provision of this Agreement, COUNTY may seek recovery of fees through litigation, in addition to all other remedies available.

In the event of litigation between COUNTY and CITY to enforce any of the provisions of this Agreement or any right of either party hereto, the unsuccessful party to such litigation agrees to pay the prevailing party's costs and expenses, including reasonable attorneys' fees, all of which shall be included in and as a part of the judgment rendered in such litigation.

Cooperative Fire Agreement
City of Beaumont
July 1, 2024 to June 30, 2025

SECTION XV: DELIVERY OF NOTICES
Any notices to be served pursuant to this Agreement shall be considered delivered when deposited in the United States mail and addressed to:

COUNTY OF RIVERSIDE
Riverside County Fire Chief
210 West San Jacinto Avenue
Perris, CA 92570

CITY OF BEAUMONT
City Manager
550 East Sixth Street
Beaumont, CA 92223
Provisions of this section do not preclude any written notices being delivered in person to the addresses shown above. Delivery in person shall constitute service hereunder, effective when such service is made.

SECTION XVI: PUBLIC RECORDS ACT REQUESTS
The parties understand and acknowledge that, as public agencies, COUNTY and CITY are required to comply with the Public Records Act ("PRA," Gov. Code, § 7920 et seq.), which provides for the right of access to public records and other information in the event of the receipt of a qualifying request under the PRA. The parties understand and acknowledge that such compliance may require disclosure of all relevant, non-exempt documents that fall within the scope of a qualifying request under the PRA, including documents received from and/or concerning the other party to this Agreement.

SECTION XVII: ELECTRONIC SIGNATURE
This agreement may be executed in any number of counterparts, each of which will be an original, but all of which together will constitute one instrument. Each party of this agreement agrees to the use of electronic signatures, such as digital signatures that meet the requirements of the California Uniform Electronic Transaction Act (("CUETA") Civ. Code, §§ 1633.1 to 1633.17), for executing this agreement. The parties further agree that the electronic signatures of the parties included in this agreement are intended to authenticate this writing and to have the same force and effect as manual signatures.

Electronic signature means an electronic sound, symbol, or process attached to or logically associated with an electronic record and executed or adopted by a person with the intent to sign the electronic record pursuant to the CUETA as amended from time to time. The CUETA authorizes use of an electronic signature for transactions and contracts among parties in California, including a government agency. Digital signature means an electronic identifier, created by computer, intended by the party using it to have the same force and effect as the use of a manual signature, and shall be reasonably relied upon by the parties. For purposes of this section, a digital signature is a type of "electronic signature" as defined in subdivision (i) of Section 1633.2 of the Civil Code.

Cooperative Fire Agreement
City of Beaumont
July 1, 2024 to June 30, 2025
2391w

SECTION XVIII: ENTIRE CONTRACT
This Agreement contains the whole contract between the parties for the provision of Fire Services. It may be amended or modified upon the mutual written consent of the parties hereto where in accordance with applicable state law. This Agreement does NOT supplement other specific agreements entered into by both parties for equipment or facilities, and excepting those equipment or facilities agreements, this Agreement cancels and supersedes any previous agreement for the same or similar services. [Signature Provisions on following page]
Cooperative Fire Agreement
City of Beaumont
July 1, 2024 to June 30, 2025
9off0

IN WITNESS, WHEREOF, the duly authorized officials of the parties hereto have, in their respective capacities, set their hands as of the date first hereinabove written.

CITY OF BEAUMONT
Dated: d,, . l0i 2AZ`I
ATTEST:

By: QAfl
By: %�-
[Y
avid Fenn, vor avid M yor
APPROVED AS TO FORM:

By:

Elaine Morgan, City Clerk Joie. '+ Pinkney, C Attorney
Dated: 10 /ol W
ATTEST:

KIMBERLY A. RECTOR
Clerk of the Board
By:

COUNTY OF RIVERSIDE, a political
subdivision of the State of California
By:

Chair, Board of Supervisor.

CHUCK WASHINGTON
APPROVED AS TO FORM:

MINH C. TRAN,
County Counsel
By:

MELISSA R. CUSHMAN
Deputy County Counsel
Contact CUles1COOPERATIVE AGREEMEN7lTEA4PL4Th COOPERATIVEAGREEMENTSIDRAFTSITEMPJATE COOPERATIVE AGREEMENT DRAFT20240101.doex OCT 012024 3.,,29
Cooperative Fire Agreement
City of Beaumont
July 1, 2024 to June 30, 2025
10of10

EXHIBIT "A"

TO THE COOPERATIVE AGREEMENT TO PROVIDE

FIRE PREVENTION, RESCUE, FIRE MARSHAL AND

MEDICAL EMERGENCY FOR THE CITY OF BEAUMONT
DATED JUNE 13, 2024 FOR FY2024/2025
*See notation below for estimate assumptions

CAPTAINS
STA #66 --------.

Medic Engine 269,261 1
Medic Squad
STA #106
Medic Engine 807,784 3
66 —HR Workweek
SUBTOTALS 1,077,046
SUBTOTAL STAFF 4
FIRE SAFETY SUPERVISOR (PCN 00140754)
FIRE SAFETY SPECIALIST (PCN 00006967)

CAPTAIN
-MEDICS_
ENGINEERS ENGINEER FF1I
FF II
- - ------ _ MEDICS- -__-_-- MEDICS
237,365 1
474,731 2
712,096 3
237,365 1
1,661,557
7 SUPPORT SERVICES ESTIMATE (Fire Cost Allocation Plan) Administrative/Operational (Schedule A) 26,620
Volunteer Program (Schedule B) 9,914
Medic Program (Schedule C) 13,898
Battalion Chief Support (Schedule D) 7,655
ECG Support (Schedule E) 36.51
Fleet Support (Schedule F) 81,675

38.08 3,151.42
Comm/IT Support (Schedule G)
Hazmat Support (Schedule i)

SUPPORT SERVICES ESTIMATE SUBTOTAL
267,899 1 615,191 3 466,528
267,899 1 466,528
267,899 1
803,696 615,191
3 205,757 each
183,114 each
Ier assigned Staff **
Per Entity Allocation
Medic FTE and 2,720
per Fire Station Staff
per Cali and 26,489
per Fire Suppression Equip
per Call and 27,633
per Call and 11,857

DIRECT CHARGES
FIRE ENGINE USE AGREEMENT 36,250 each engine
COOPERATIVE FIRE ENGINE 20 STAFFING SHARE AGREEMENT (PCA 37129) (*Engine 20 Staffing on separate additional Exhibit "A")

TOTAL STAFF COUNT

TOTAL ESTIMATED CITY BUDGET
2 Fire Stations
4,889 Number of Calls
io Assigned Medic FTE
3 Monitors/Defibs
2 Hazmat Stations
5 Number of Hazmat Calls
SUPPORT SERVICES (Fire Cost Allocation Plan)
Administrative & Operational Services Procurement
Finance / Accounting Public Affairs / Education
Training Fire Fighting Equip.

Data Processing Office Supplies/Equip.

Personnel
FY24/25 ESTIMATE

CITY OF BEAUMONT
2 2
TOTALS
1,856,244 8
1,209,158 5
699,793 3 Z219,673 9
505,264 2
1,632,849 5,790,339
3 7 24
205,757 1
183,114 1
388,871 28
652,713 24.52
9,914 1
per Defib Basis 147,1317 10
183,708 24
per Station 231,469
204,188 2.5
per Station 241,456
per Station 63,289
1,733,873
36,386
36,250 1
826,908
$8,812,628

24.0 Assigned Staff

0.52 Battalion Chief Allocation

24.52 Total Assigned Staff
24

SUPPORT SERVICES (Fire Cost Allocation Plan) cont.

Volunteer Program - Support staff, Workers Comp, and Personal Liability Insurance Medic Program - Support staff, Training, Certification, Case Review & Reporting, Monitor/ Defibrillator replacement cycle.

Battalion Chief Support - Pooled BC coverage for Cities/Agencies that do not include BC staffing as part of their contracted services.

Fleet Support - Support staff, automotive costs, vehicle/engine maintenance, fuel costs Emergency Command Center Support - Dispatch services costs Communications / IT Support - Support staff, communications, radio maintenance, computer support functions
Facility Support - Facility maintenance staff with associated operating costs.

Hazmat Program - Support staff, operating costs, and vehicle replacement FY 24/25 POSITION SALARIES TOP STEP
381,708 DEPUTY CHIEF
376,698 DIV CHIEF
315,635 BAT CHIEF
269,261 CAPT
302,696 CAPT MEDIC
237,365 ENG
267,899 ENG/MEDIC
205,064 FF II
233,264 FF II/MEDIC
144,534 ADMIN SVCS ANALYST II
110,278 ADMIN SVCS ASST
210212 DEPUTY FIRE MARSHAL
145,731 EMERGENCY MEDICAL SERVICE SPEC
114,663 EXECUTIVE ASSISTANT II
205,757 FIRE SAFETY SUPERVISOR
183,114 FIRE SAFETY SPECIALIST
159,587 FIRE SYSTEMS INSPECTOR
96,537 OFFICE ASSISTANT III
36,250 FIRE ENGINE
26,620 SRVDEL
9,914 VOL DEL
13,898 MEDIC FTE
2,720 MEDIC MONITORS/DEFIBS REPLACEMENT
7,655 BC SUPPORT
26,489 ECC STATION

36.51 ECC CALLS
81,675 FLEET SUPPORT
27,633 COMM/IT STATION

38.08 COMM/IT CALLS
1,777 FACILITY STATION
427.33 FACILITY FTE
11,857 HAZMAT STATION
3,151.42 HAZMAT CALLS
2,087 HAZMAT VEHICLE REPLACEMENT
'Cost Assumptions:
- Ail Salaries based on PRELIM Salary, Pay Differentials, and Operating Expenses Schedule FY 2024-2025 Dated February 14, 2024 - Benefits and Admin Fee based on Staff Benefit Rate Matrix FY 2024-25 dated January 2024 Preliminary - Non -Safety Staff based on FY24/25 estimates and Support Services from previous FY23/24 with 5% increase.

FY 24/25 DIRECT BILL ACCOUNT CODE
520230
520300
520320
520800
520805
520815
520830
520840
520845
521380
521440
521540
521600
521660
521680
Cellular Phone
Pager Service
Telephone Service
Household Expense
Appliances
Cleaning and Custodial Supp
Laundry Services
Household Fumishings
Trash
Maint-Copier Machines
Maint-Kitchen Equipment
Maint-Office Equipment
Maint-Service Contracts
Maint-Telephone
Maint-Underground Tanks
522310 Maint-Building and
522360 Maint-Exterminatioi
522860 Medical -Dental Sur
522870 Other Medical Care
522890 Pharmaceuticals
523220 Licenses And Fern
523680 Office Equip Non F
526700 Rent -Lease Bldgs
526940 Locks/Keys
527280 Awards/Recognitioi
529500 Electricity
529510 Heating Fuel
529550 Water
537240 Interfnd Exp-Ufilitie
542060 Improvements-Buil,
FY24/25 ESTIMATE

CITY OF BEAUMONT

EXHIBIT "C"

TO THE COOPERATIVE AGREEMENT

TO PROVIDE FIRE PROTECTION, FIRE PREVENTION, RESCUE, FIRE MARSHAL

AND MEDICAL EMERGENCY SERVICES FOR THE CITY OF BEAUMONT DATED JULY 1, 2024

PAYMENT FOR SERVICES

ADDITIONAL SERVICES

FIRE ENGINE USE AGREEMENT
Station 66
Engine E66 , RCO No. 16-848 (VIN: 4S7CT2D95HC081448)
The Fire Engine Use Agreement is utilized in the event that a fire engine(s) which was initially purchased by the CITY, and then the CITY elects to have the COUNTY take responsibility of said fire engine(s). The Fire Engine Use Agreement guarantees the CITY the use of this fire engine(s), the COUNTY network of equipment, and resources of the COUNTY.

This fire engine(s) shall be used as an integrated unit for Fire Services as set forth in this Cooperative Agreement between the COUNTY and CITY and shall be stationed primarily in the CITY. The change in ownership of the fire engine does not waive or supersede any responsibilities of the CITY pursuant to this agreement. This exhibit is strictly to further detail for the CITY, the responsibilities and costs associated within the Cooperative Agreement between the COUNTY and CITY; therefore, the Fire Engine Use Agreement is inseparable.

The CITY will have the option of transferring title of said fire engine(s) to the COUNTY. If the CITY transfers title of said fire engine(s) to the County, the County will take ownership of the said fire engine(s), and the County will maintain insurance on said fire engine(s). If the CITY opts to maintain ownership and title of said fire engine(s), the CITY will maintain insurance on said fire engine(s). Proof of Insurance is to be provided to the COUNTY.

The COUNTY will ensure a working fire engine(s) is available for the CITY at all times under this agreement. All capital improvements and/or betterments to the fire engine(s) listed above, will be the responsibility and paid for by the owner of said fire engine(s). All other maintenance and repairs to the fire engine(s) listed above, will be the responsibility and paid for by the COUNTY under this Agreement.

FY24/25 Exhibit "C"

CITY OF BEAUMONT
July 1, 2024 — June 30, 2025

When the Riverside County Fire Department Fleet personnel determine the fire engine(s) listed above is due for replacement, the COUNTY will purchase a new fire engine(s); and, the owner of the old fire engine(s) may survey said fire engine(s) or reallocate as a second roll response fire engine.

The annual cost for this service is calculated at 1/20 of the replacement cost. The current replacement cost is $725,000. If this Agreement is entered into mid- year, the annual cost will be prorated accordingly. Replacement cost is subject to change based on current Type I Fire Engine cost. See each respective fiscal year's Exhibit "A" for current Fire Engine Use Agreement costs.

The CITY may opt out of this Agreement at any time in writing and the costs will be prorated accordingly by fiscal year. No refunds will be provided for any prior payments. If the fire engine(s) have been titled to the COUNTY and the fire engine(s) are still within their useful life cycle, the ownership will not revert back to the CITY unless the entire Cooperative Agreement is terminated.

FY24/25 Exhibit "C"

CITY OF BEAUMONT
July 1, 2024 — June 30, 2025

EXHIBIT "D"

TO THE COOPERATIVE AGREEMENT

TO PROVIDE FIRE PROTECTION, PREVENTION, R RESCUE

AND MEDICAL EMERGENCY SERVICES FOR THE CITY OF BEAUMONT DATED JULY 1, 2024

PAYMENT FOR ADDITIONAL SERVICES

OFFICE OF THE FIRE MARSHAL AGREEMENT
The Fire Marshal Agreement is utilized in the event a CITY elects to fund locally direct COUNTY Fire Marshal personnel at the CITY to perform the duties of the Office of the Fire Marshal. These duties include:

For conformance with applicable laws, codes and regulations conceming fire protection and life safety -
• Review Planning and Development Cases for the CITY
• Review and inspection of construction development for the CITY • State mandated Fire/Life Safety Inspections in accordance with Health and Safety Code 13146.1, 13146.2, 13146.3, 13217 and 13235
• Review, Permitting and Inspection of Special Events
• Investigation of fire safety complaints
• Meeting with development applicants and customers
Administrative activities -
• Creation and maintenance of forms for review and inspection of construction development and fire/life safety inspections.
• Provide information to customers on CITY Ordinances and Standards for construction
• Creation and maintenance of Information Bulletins, Technical Policies and Standards for Fire Protection in the CITY
• Provide recommendations on updating CITY Ordinances and Standards in regards to fire/life safety
In the event CITY desires an increase in the Office of the Fire Marshal duties services provides, CITY shall provide sixty (60) days written notice of the proposed increase in services. COUNTY is under no obligation to approve any requested increase.

COUNTY shall render a written decision on whether to allow or deny the increase within thirty (30) days of the notice provided pursuant to this section.

It is the CITY responsibility to provide funding for all direct operating supplies for each position in accordance with COUNTY requirements and/or standards. These supplies include, but are not limited to:
• Vehicle and regular maintenance
• Training
Exhibit "D"

CITY OF BEAUMONT
July 1, 2024 — June 30, 2025

• Office space, furniture, Code & Standard reference books, and general & field supplies
• All IT and Communication tools (such as cell phone, computer, etc.) • Uniform costs
All costs including salaries and benefits will be included in each quarterly invoice as outlined in the Cooperative Agreement.

The CITY may opt out of this Agreement and eliminate funding for locally direct COUNTY Fire Marshal personnel at the CITY in writing with a minimum notice of one hundred and twenty (120) days. The costs will be prorated accordingly by services provided and fiscal year.

It is the responsibility of the CITY to obtain cost recovery for the Fire Marshal services provided by these personnel for the CITY.

F:ldatalRRU County FinancelContract CitieslEXHIBIT D - Fire Marshal Se,vicesSFY 2024-20251Exhibit D - Beaumont 20240701.docx Exhibit "D"

CITY OF BEAUMONT
July 1, 2024 — June 30, 2025

SUBMITTAL TO THE BOARD OF SUPERVISORS

COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
ITEM: 3.29
(ID # 26067)
MEETING DATE:

Tuesday, October 01, 2024
FROM : FIRE DEPARTMENT
SUBJECT: FIRE DEPARTMENT: Approval and Ratification of the Cooperative Agreement to Provide Fire Protection, Fire Prevention, Rescue and Medical Emergency Services for the City of Beaumont for one (1) year; District 5 [$8,812,628 100% Contract Revenue] RECOMMENDED MOTION: That the Board of Supervisors:

1. Ratify and Approve the attached Cooperative Agreement to Provide Fire Protection, Fire Prevention, Rescue and Medical Emergency Services for the City of Beaumont; and

2. Authorize the Chair of the Board to execute this Cooperative Agreement on behalf of the County; and

3. Authorize the Chief Deputy to negotiate and execute any amendments to the Exhibit "A", Exhibit "C" and Exhibit "D" of this Agreement as approved -as -to -form by County Counsel.

ACTION:

BiII a r, pa ride

0.4e0

MINUTES OF THE BOARD OF SUPERVISORS
On motion of Supervisor Perez, seconded by Supervisor Jeffries and duly carried by unanimous vote, IT WAS ORDERED that the above matter is approved as recommended.

Ayes: Jeffries, Spiegel, Washington, Perez and Gutierrez Nays: None

Absent: None
Date: October 1, 2024
xc: Eire -

Kimberly A. Rector
Clerk of the Board
By:a
Dep

3.29 SUBMITTAL TO THE BOARD OF SUPERVISORS COUNTY OF RIVERSIDE,

STATE OF CALIFORNIA

FINANCIAL DATA
Current Fiscal Year:

Next Fiscal Year.
' Total Cost:

Ongoing Cost
COST
$ 8,812,628
$ N/A i
$ 8,812,628 $
N/A

NET COUNTY COST
$ N/A $ N/A $ N/A $
N/A
SOURCE OF FUNDS: Contract revenue from the City of Beaumont subject to annual cost increase.

Budget Adjustment: No
For Fiscal Year: 24/25
C.E.O. RECOMMENDATION: Approve
BACKGROUND:

Summary
The City of Beaumont desires to continue contracting for Fire Protection Services with the Riverside County Fire Department, and as such, the two agencies have reached an agreement as to the level of service to be provided to the City. The City of Beaumont added Fire Station #106 West Beaumont since the previous signed Agreement in FY21/22. In addition, the Agreement's staffing configuration changed due to the implementation of a 66 —hour work week from CALFIRE. The term of this agreement is July 1, 2024, through June 30, 2025, with an option for the City to extend by an additional year with 120 days' written notice. The total estimated contract revenue will be received to cover the full contract costs of $8,812,628. The revenue is subject to increase and/or decrease based on fiscal year end reconciliation of support services with actual costs to be adjusted on the 4th Quarter Invoice sent out in August following the fiscal year close.

The City of Beaumont approved the Cooperative Agreement during the June 18, 2024, City Council Meeting.

The agreement has been reviewed and approved as to form by County Counsel.

Impact on Residents and Businesses
The City of Beaumont added Fire Station #106 West Beaumont since the previous agreement.

This is additional service for the businesses and residents of the City of Beaumont. The language in the Agreement state that the City may request an increase or decrease of employees or services assigned to the City with one hundred twenty (120) days' written notice to the County. All requests for changes will be evaluated by the designated Chief Officer and/or County Fire Chief to ensure that the levels of service provided to the Community are at or above the minimum standard requirements. Any concerns will be discussed with the City Representative.

SUPPLEMENTAL:

Additional Fiscal Information
This contract has no general fund impact. Fire estimates receiving $8,812,628 for FY24/25.

The estimated contract increase from FY23/24 Cost Estimate is 37.30%. This increase is due to the implementation by CALFIRE of the 66 —hour work week which will take effect November

3.29

SUBMITTAL TO THE BOARD OF SUPERVISORS COUNTY OF RIVERSIDE,

STATE OF CALIFORNIA
2024 and additional staffing to open Fire Station #106; with three (3) Fire Captains, three (3) Fire Apparatus Engineers and three (3) Firefighter II Paramedics. Contract revenue from the City of Beaumont is subject to annual cost increase.

Contract History and Price Reasonableness
The City of Beaumont has been contracting for Riverside County Fire Service since 1978. The estimated contract increase from FY23/24 Cost Estimate is 37.30%. This increase is due to the implementation by CALFIRE of the 66 —hour work week which will take effect November 2024 and additional staffing to open Fire Station #106; with three (3) Fire Captains, three (3) Fire Apparatus Engineers and three (3) Firefighter II Paramedics. Contract revenue from the City of Beaumont is subject to annual cost increase. The current contract with the City of Beaumont was approved by the Board of Supervisors on June 29, 2021, Item #3.29. rhite*
'��•e rton, Chief Deputy County Fire 9/93/2024 G?�+' Tr d e, 'niefitAgin � Ss COUNTY COONS L 9/18/2024 (
Cortez, Princi ManagementAnaly�
Rebecca
R
9123/2024

3.29 CAL FIRE - RIVERSIDE UNIT

RIVERSIDE COUNTY FIRE DEPARTMENT

BILL WEISER - FIRE CHIEF
2 10 WEST SAN JACINTO AVENUE, PERRIS, CA 92570-1 9 15
Bus: (951) 940-6900 FAX: (951) 940-6373 WWW.RVCFIRE.ORG

PROUDLY SERVING THE

UNINCORPORATED AREAS

OF RIVERSIDE COUNTY
AND THE CmES OF:

BANNING

BEAUMONT

COACHELLA

DESERT HOT SPRINGS

EASTVALE

INDIAN WELLS
I NDIO

JURUPA VALLEY

LAKE ELSINORE

LA QUINTA

MENIFEE

MORENO VALLEY
NORCO

PALM DESERT
PERRIS

RANCHO MIRAGE

RUBIDOUX CSD

SAN JACINTO

TEMECULA

WILDOMAR

BOARD OF
SUPERVISORS:

KEVIN JEFFRIES
DISTRICT 1

KAREN SPIEGEL
DISTRICT 2

CHARLES WASHINGTON
DISTRICT 3
V. MANUEL PEREZ
DISTRICT 4

YXSTIAN GUTIERREZ
DISTRICT 5
October 18, 2024
To: Elizabeth Gibbs, City Manager
City of Beaumont
From: Lefty Morales
Sr. Administrative Services Analyst
Riverside County Fire Department
Re: Cooperative Agreement and Form 11 with the City of Beaumont Enclosed is a fully executed original Cooperative Agreement to provide Fire Protection, Fire Prevention, Rescue and Medical Emergency Services for the City of Beaumont.

This agreement expires June 30, 2025. I have calendared January 1, 2025 to begin renewal process again.

Thankry you,
/2/2120-4t--
Letty Morales
(951) 940-6778

BEAUIMONT
C A 4 R • A
February 28, 2025
County of Riverside
Riverside County Fire Chief
210 West San Jacinto Avenue
Penis, CA 92570
County of Riverside,
I hope this letter finds you well. Pursuant to Section IV, Paragraph B of our Cooperative Agreement for fire protection services, the City of Beaumont hereby provides formal notice of its intent to exercise the option to extend the current agreement for an additional one-year term. This extension will continue our partnership through June 30, 2026.

We greatly value the collaborative relationship between the City of Beaumont and the Riverside County Fire Department. The services provided under this agreement are essential to the safety and well-being of our community. We look forward to maintaining this successful partnership.

Please confirm receipt of this notice and let us know if there are any further steps or documentation required to formalize this extension.

Thank you for your continued dedication and support.

Sincerely,
Elizabeth Gibbs
City Manager
City of Beaumont
City of Beaumont 1550 E. 6th StreepRouTc Sf ► ,t3 I (951) 769-8520 I BeaumontCA.gov

BEAUMONT
-C A L I F O R N I A-7
Staff Report
TO: City Council
FROM: Robert L. Vestal, Public Works Director
DATE: June 17, 2025
SUBJECT: 2025 Pavement Management Program (PMP) Update
Description Discuss and Approve the 2025 Pavement Management Program (PMP) Update.

Background and Analysis:

The Pavement Management Program (PMP) is a systematic approach used by the City to maintain and improve the condition of its roadways. This approach involves assessing the current state of pavement, prioritizing maintenance and repair projects, and allocating resources efficiently to extend the lifespan of the City's streets. The PMP is periodically reviewed and updated to reflect changes in road conditions, traffic patterns, and funding availability. Refer to Attachment A for the PMP Update report.

On January 19, 2024, the City awarded a Professional Services Agreement (PSA) to Nichols Consulting Engineers (NCE) to conduct a pavement assessment and prepare the 2025 PMP Update. NCE's scope of work encompassed:
• Assessment and Data Collection:
o Regular inspections are conducted to evaluate the condition of roads. o A Pavement Condition Index (PCI) is often used to rate roads on a scale (e.g., 0 to 100), where higher scores indicate better conditions. • Planning and Prioritization:
o Roads are categorized based on their condition, traffic volume, and importance to the community.
o Maintenance strategies are developed, such as preventive maintenance, resurfacing, or full reconstruction.
• Budgeting and Resource Allocation:
o Fund allocation recommendations based on maintaining and/or improving the City's PCI.
o The program ensures cost-effective use of public funds by focusing on preventive maintenance to avoid costly repairs later.
• Implementation:

o Maintenance and repair work frequency, often in phases to minimize disruption.
o Techniques like sealing cracks, overlaying asphalt, or replacing damaged sections are used.

Assessment Results:

The City is responsible for maintaining approximately 148 centerline miles of streets, an investment of approximately $339.6 million. The street network includes 27.1 miles of arterial streets, 25.2 miles of collector streets, and 95.6 miles of residential streets.

Table A of the Report shown below illustrates the condition of City streets based on PCI and functional classification:

Fable 1. Network Summary Statistics by Functional Class.

Functional Class
Centerline
Mileage
Percent Weighted
Area Average PCI1
Con dIto n
Arterial
27,1
22,1%
79 Very Good
Collector

25.2 19,7%
78 Very Good
Residential
95,6
58,2%
78 Very Good
Total
147.9 100.0%
78 Very Good
The City's street network weighted average PCI (by area) is currently 78. Overall,

77.8% of the City's street network is in "Very Good" condition, 14.7% is in "Fair" condition, 7% is in "Poor" condition, and 0.5% is in "Very Poor" condition. Table 2 of the Report shown below describes these industry standards categories:

Table 2. Pavement Condition Categories.

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

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

Pavements with moderate to severe surface distresses. Extensive weathering or 25-49 raveling, block cracking, and load -related distresses such as alligator cracking, rutting, and potholes may occur.
0 24
Pavements with severe weather -related distress and large quantities of load - related distress. These pavements are nearing the end of their service life.

The following figures provide the PCIs for streets with different functional classifications.

The condition of streets by functional class is relatively the same, with over 76% of all

functional classes rated in the "Very Good" condition. It is important to note that the City has no arterials rated as "Very Poor".

N etwork
Residential
Collector
Arterial
Functional Class
■
EEL
■
The following table provides a PCI comparison between the City of Beaumont and its neighboring cities and the County based on information gathered from the 2022 California Statewide Local Streets and Roads Needs Assessment:
a
o
z
100
90 80
70 60
50 40
30 20
10 0
Statewide PC1 is 65
51 51
65 67
i
69 72
Statewide PCI is 65
74 78
82 ■
San Jacinto Calimesa Moreno Hemet Yucaipa Loma Linda Riverside Beaumont Redlands Valley County
Agencies
The fact that approximately 78% of the City's streets are in "Very Good" condition allows the City to use crack seals or slurry seals for preventative maintenance. As pavement conditions deteriorate to lower levels or categories, overlays and full -depth reconstruction must be applied. Figure 6 of the Report shown below illustrates how costs of pavement treatment increase as pavement conditions decrease. The costs

shown in Figure 6 are based on recent bids received by the City and illustrate that it costs less to maintain streets in good condition than to repair or reconstruct streets in poor condition. For instance, by letting pavements deteriorate, streets that once cost $6.2 per square yard to treat with slurry seal may later cost $89 per square yard to reconstruct.

Pavement Condition Index
100
90 Si?
70 50
50 40
30 20
10 0
35%
75%
Percent cif Pavement Service Life
Figure 6. Costs? of Maintaining Pavements over their Service Lives.

Budget Scenarios:

To maintain the City's PCI rating of 78, the Report examined five different budget scenarios using an initial yearly inflation rate of 4%, decreasing by 0.5% each year until reaching 3%. The following budget scenarios include paving and non -paving costs, staff time, design, construction management, and contingencies:

Scenario 1: City's Anticipated Budget ($4.0M/year) —The network PCI is projected to decrease from 78 to 74 by the end of this 5 -year period. The cost of deferred maintenance' will increase from $2L6 million to $44.1 million by FY 30/31.

Scenario 2: PCI 78 by FY 30/31 ($5.6M/year) — This scenario assumes that the City will allocate $6.6 million each year to maintain the PCI at 78 by the end of FY 30/31. This will cost $33.1 million total over 5 years_ Deferred maintenance costs will increase from $221.6 million to $29.4 million by FY 30/31_ Scenario 3: KIN by FY 30/31 ($8.4M/year) —This scenario assumes that the City will increase the network PCI to 80. This will cost $42.0 million total over 5 years. Deferred maintenance costs will be reduced to $20.3 million by FY 30/31.

Scenario 4: PCI M by FY 30/31($9,2M/year) — This scenario assumes that the City will increase the network PCI to 8J. by FY 30/31. This will cost $45.7 million total over S years. Deferred maintenance costs will be reduced to $16.8 million by FY 30/31.

Scenario 5: Reduced Budget ($3SM/year) — The network PCI is projected to decrease to 73 by the end of FY 30131. This scenario aims to project the PCI outcome by decreasing the City's Budget by $0.5 million each year. The cost of deferred maintenance will increase from $21.6 million to $46.5 million by FY 30131.

Table B summarizes each scenario and its corresponding 5 -year budget, PCI, and deferred maintenance costs at the end of the analysis period.

Table B. Budget Scenario Analysis Summary
Cumulative End of FY 30/31
Scenario Description 5 -year Network ork PO
Deferred
Budget ($M) Maintenance ($M)
1 City's Budget

20.0 74

44.1 2 PCI 78 by FY 34/31 33.0
78 29.4
PCI 80 by FY 30/31 42.0
80 20.3
4 PCI 81 by FY 30/31 45.7
81 16.8
5 Reduced Budget 17,5
73 465
Based on these budget scenarios, the Report recommends that the City increase the funding level to improve the network condition and decrease deferred maintenance.

Scenario 4 in Table B accomplishes both of these objectives by increasing PCI from 78 to 81 and decreasing deferred maintenance from $21.6 million to $16.8 million by the end of FY 30/31.

City staff recommends maintaining Scenario 1 to align with the approved Street Rehabilitation budget for the next five years, ensuring financial stability and economic sustainability. This approach provides consistency in infrastructure improvements while allowing annual budget adjustments to accommodate changing conditions.

Fiscal Impact:

The cost to prepare this staff report is estimated to be $350.

All recommendations proposed within the PMP Report will be funded through the City of Beaumont's Capital Improvement Plan.

Recommended Action:

Approve the 2025 Pavement Management Program Update and Scenario 1 of the PMP Update to align with the current Street Rehabilitation funding in the adopted FY26 - FY30 Capital Improvement Plan (CIP).

Attachments:

A. 2025 Pavement Management Program Update
B. Presentation

tiINCE
2025 Pavement Management Program Update
City of Beaumont
Public Works
550 E. 6th Street
Beaumont, CA 92223
February 2025
17050 Bushard Street, Suite 200
Fountain Valley, CA 92708

BEAUMONT

A L I F O R N I A

BEAUMONT
2025 Pavement Management Program Update
City of Beaumont
Draft Report
2025 Pavement Management Program Update
City of Beaumont
February 2025
Prepared for:

City of Beaumont
Public Works
550 E. 6th Street
Beaumont, CA 92223
Prepared by:

Timin Punnackal, P.E. (NV)
Senior Engineer
Luis Alberto Rocher Neri
Staff Engineer
VivekJha, P.E. (MD)
Associate
NCE
2300 E. Katella Avenue, Suite 125
Anaheim, CA 92806
(657) 275-3018
NCE Project No. 1414.01.30

BEAUMONT
Executive Summary
2025 Pavement Management Program Update
City of Beaumont
Executive Summary
Nichols Consulting Engineers, Chtd. (NCE) was selected by the City of Beaumont (City) to update its Pavement Management Program (PMP) using a semi -automated survey. The purpose of the PMP is to help educate policymakers about the current condition of the street network and the impact of various scenarios on future network conditions. This report summarizes the findings from the February 2025 PMP update.

The City is responsible for maintaining approximately 147.9 centerline miles of streets, representing a substantial investment of approximately $339.6 million. The street network includes 27.1 centerline miles of arterial streets, 25.2 miles of collector streets, and 95.6 miles of residential streets. In March 2024, NCE surveyed the City's street network. Table A below summarizes the condition of City streets based on Pavement Condition Index (PCI) and functional classification.

Table A. Street Network PCI Breakdown
Functional Class
Centerline Percent Weighted
Mileage Area Average PCI`
Condition
Arterial

27.1 22.1%
79 Very Good
Collector

25.2 19.7%
78 Very Good
Residential

95.6 58.2%
78 Very Good
Total
147.9 100.0% 78 Very Good
*The weighted average PCI is calculated by multiplying the area of each street section by the PCI of that section, totaling all sections together, and then dividing by the total area of the network area or functional classification.

The City of Beaumont network's weighted average (by area) PCI after the inspection is 78. Overall, 77.8 percent of the City's street network area is in "Very Good" condition, approximately 14.7 percent is in "Fair" condition,

7.0 percent is in "Poor" condition, and 0.5 percent is in "Very Poor" condition.

To establish a pragmatic approach, 5 budget scenarios were examined using an initial yearly inflation rate of 4.0 percent, decreasing by 0.5 percent each year until reaching 3.0 percent. The budgeted amounts for the 5 scenarios include paving and non -paving costs, staff time, design, construction management, and contingencies.

Scenario 1: City's Anticipated Budget ($4.0M/year) — The network PCI is projected to decrease from 78 to 74 by the end of this 5 -year period. The cost of deferred maintenance' will increase from $21.6 million to $44.1 million by FY 30/31.

Scenario 2: PCI 78 by FY 30/31 ($6.6M/year) — This scenario assumes that the City will allocate $6.6 million each year to maintain the PCI at 78 by the end of FY 30/31. This will cost $33.0 million total over 5 years. Deferred maintenance costs will increase from $21.6 million to $29.4 million by FY 30/31.

Scenario 3: PCI 80 by FY 30/31 ($8.4M/year) — This scenario assumes that the City will increase the network PCI to 80. This will cost $42.0 million total over 5 years. Deferred maintenance costs will be reduced to $20.3 million by FY 30/31.
' Deferred maintenance refers to maintenance activities that were either not performed as scheduled or were postponed to a future period due to insufficient funding. This calculation encompasses costs associated with CICM (Construction Inspection and Construction Management), design, and contingencies.

Draft Report February 2025
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BEAUMUNT
Executive Summary
2025 Pavement Management Program Update
City of Beaumont
Scenario 4: PCI 81 by FY 30/31 ($9.2M/year) — This scenario assumes that the City will increase the network PCI to 81 by FY 30/31. This will cost $45.7 million total over 5 years. Deferred maintenance costs will be reduced to $16.8 million by FY 30/31.

Scenario 5: Reduced Budget ($3.5M/year) — The network PCI is projected to decrease to 73 by the end of FY 30/31. This scenario aims to project the PCI outcome by decreasing the City's Budget by $0.5 million each year. The cost of deferred maintenance will increase from $21.6 million to $46.5 million by FY 30/31.

The following table summarizes each scenario and its corresponding 5 -year budget, PCI, and deferred maintenance costs at the end of the analysis period.

Table B. Budget Scenario Analysis Summary
Cumulative
Scenario Description 5 -year
Budget ($M)
End of FY 30/31
Deferred
Maintenance ($M)
Network PCI
1 City's Budget

20.0 74

44.1 2 PCI 78 by FY 30/31 33.0
78 29.4
3 PCI 80 by FY 30/31 42.0 80 20.3
4 PCI 81 by FY 30/31 45.7 81 16.8
5 Reduced Budget 17.5 73 46.5
NCE recommends that the City increase the funding level to improve the network condition and decrease deferred maintenance. Scenario 4 accomplishes both these objectives by increasing PCI from 78 to 81 and decreasing the deferred maintenance from $21.6 million to 16.8 million by the end of FY 30/31. However, if the City determines that Scenario 4 is unrealistic to implement due to the significant financial commitment, NCE recommends that the City pursue Scenario 2. This option will maintain the current PCI of 78 throughout the analysis period, while the deferred maintenance is expected to increase to $29.4 million by the end of FY 30/31.

It should be noted that under Scenario 2, the required annual budget is approximately $2.6 million higher than the City's Anticipated Budget.

Draft Report February 2025
EX - 2

BEAUMUNT
Table of Contents
2025 Pavement Management Program Update
City of Beaumont
Table of Contents
1 Introduction and Background 1

1.1 Purpose 1
2 Network Summary 2
3 Pavement Condition 3
4 Planned Projects 6
5 Maintenance and Rehabilitation Strategies 8
6 Budget Analysis 10

6.1 Budget Needs 10

6.2 Budget Scenarios 10

6.3 Scenario Summary and Comparisons 17
7 Price Analysis Comparison 20
8 Work Plan 21
9 Conclusions and Recommendations 24

9.1 Recommendations 24
Draft Report February 2025

BEAUMONT
Table of Contents
2025 Pavement Management Program Update
City of Beaumont
List of Figures
Figure 1. Examples of Streets with Different PCIs. 3
Figure 2. Street Network Percent Pavement Area by Condition Category. 4 Figure 3. Network PCI for Different Agencies 5
Figure 4. Planned Projects FY 24. 6
Figure 5. Planned Projects FY 25. 7
Figure 6. Costs of Maintaining Pavements over their Service Lives 8 Figure 7. PCI versus Deferred Maintenance for Scenario 1 12 Figure 8. PCI versus Deferred Maintenance for Scenario 2 13 Figure 9. PCI versus Deferred Maintenance for Scenario 3 14 Figure 10. PCI versus Deferred Maintenance for Scenario 4. 15 Figure 11. PCI versus Deferred Maintenance for Scenario 5. 16 Figure 12. Comparison of Annual PCI by Scenario. 18
Figure 13. Comparison of Annual Deferred Maintenance by Scenario 18 Figure 14. Comparison of Pavement Condition by FY 30/31 by Scenarios. 19 Figure 15. Selected Sections for Treatment, StreetSaver® Selection 21 Figure 16. Selected Sections for Treatment, Manual Adjustment. 22 List of Tables
Table 1. Network Summary Statistics by Functional Class. 2 Table 2. Pavement Condition Categories. 4
Table 3. Budget Needs 10
Table 4. Cost Summary for Scenario 1 12
Table 5. Cost Summary for Scenario 2 13
Table 6. Cost Summary for Scenario 3 14
Table 7. Cost Summary for Scenario 4 15
Table 8. Cost Summary for Scenario 5 16
Table 9. Budget Scenario Analysis Summary 17
Table 10. Centerline Miles Treated with City's Existing Budget. StreetSaver® Selection versus Manual Selection. 23 Draft Report February 2025
ii

BEAUMONT
Table of Contents
2025 Pavement Management Program Update
City of Beaumont
List of Appendices
Appendix A
Section Description Inventory — Average (Weighted by Area) PCI Appendix B
Planned Projects
Appendix C
Maintenance and Rehabilitation (M&R) Decision Tree
Appendix D
Budget Needs
Appendix E
Scenario Results
Appendix F
Scenario 1— Sections Selected for Treatment
Appendix G
GIS Maps
Appendix H
Quality Control Plan (QCP)
Draft Report February 2025
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BEAUMONT
Introduction and Background
2025 Pavement Management Program Update
City of Beaumont
1 Introduction and Background
Nichols Consulting Engineers, Chtd. (NCE) was selected by the City of Beaumont (City) to update the City's Pavement Management Program (PMP). To update the City's PMP, NCE surveyed pavement condition in compliance with ASTM D64332. The surveys did not include non -pavement issues such as traffic, safety and street hazards, geometric issues, shoulders, sidewalks, curb and gutters, drainage issues, or immediate maintenance needs.

After inspection, all survey data were entered into the City's StreetSaver° database, and Pavement Condition Index (PCI) calculations were performed. NCE then reviewed and updated the City's decision tree, including maintenance and rehabilitation (M&R) strategies and treatment unit costs, analyzed the budget needs, and modeled 5 budget scenarios for the street network.

In general, PMPs are "designed to provide objective information and useful data so that managers can make more consistent, cost-effective, and defensible decisions related to the preservation of a pavement network."3 In other words, a PMP is designed to assist cities with answering questions such as:
• What does the City's pavement network include?
• What is the current condition of the pavement network? • What are the City's current M&R strategies?
• How much funding is required to perform all needed M&R treatments over the next analysis period (typically 4 to 10 years)?
• What effect does the City's existing funding have on the network condition and overall deferred maintenance4?
• What effect will other funding amounts have on the network condition and deferred maintenance?

1.1 Purpose
The purpose of this report is to provide a comprehensive understanding of overall pavement condition and facilitate effective planning and maintenance strategies for the City. The report assists policymakers in decision - making by showing the impacts of different funding strategies on the City's streets over the next 10 years. It also assists the City with identifying M&R priorities specific to the City's needs and highlights options for improving the current PCI. These options are developed by conducting "what -if" analyses using StreetSaver° software. 2 ASTM. ASTM D6433. Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys. (West Conshohocken, PA: ASTM International, 2023), astm.org.
3 AASHTO Guidelines for Pavement Management Systems. (Washington, DC: American Association of State Highway and Transportation Officials, 1990).
4 Deferred maintenance refers to maintenance activities that were either not performed as scheduled or were postponed to a future period due to insufficient funding. This calculation encompasses costs associated with CICM (Construction Inspection and Construction Management), design, and contingencies.

Draft Report February 2025
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BEAUMUNT
Network Summary
2025 Pavement Management Program Update
City of Beaumont
2 Network Summary
The City is responsible for maintaining approximately 147.9 centerline miles of pavement, which includes 27.1 centerline miles of arterials, 25.2 centerline miles of collectors, and 95.6 miles of residential streets. The network is entirely composed of asphalt concrete pavement. Table 1 summarizes the street network by functional class. Appendix A lists all the streets within the network, providing details such as the road name, start and end streets, surface type, functional classification, inspection date, and the inspected PCI.

Table 1. Network Summary Statistics by Functional Class.

Functional Class
Centerline Percent Weighted
Mileage Area Average PCI1
Condition
Arterial

27.1 22.1%
79 Very Good
Collector

25.2 19.7%
78 Very Good
Residential

95.6 58.2%
78 Very Good
Total
147.9 100.0% 78 Very Good
*The weighted average PCI is calculated by multiplying the area of each street section by the PCI of that section, totaling all sections together, and then dividing by the total area of the network area or functional classification.

Street pavements are one of the City's most valuable assets. The total street network replacement cost is estimated to be approximately $339.6 million. This can be viewed as the value of the pavement network and is the amount needed to fund a reconstruction of the entire paved network. It does not include related infrastructure assets such as sidewalks, signals, markings, signs, or storm drains.

Draft Report February 2025
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BEAUMONT
Pavement Condition
2025 Pavement Management Program Update
City of Beaumont
3 Pavement Condition
The PCI is a measurement of pavement grade or condition and ranges from 0 to 100. A newly constructed street will have a PCI of 100, while a street in very poor condition will have a PCI of 24 or less. Pavement condition is primarily affected by climate, traffic loads and volumes, construction materials, and age. For asphalt pavement, distress might include:
• Alligator (Fatigue) Cracking
• Bleeding
• Block Cracking
• Bumps and Sags
• Corrugation
• Depression
• Edge Cracking
• Joint Reflection Cracking
• Lane/Shoulder Drop -Off
• Longitudinal/Transverse Cracking
• Patching and Utility Cut Patching
• Polished Aggregate
• Potholes
• Railroad Crossing
• Rutting
• Shoving
• Slippage Cracking
• Swell
• Raveling
• Weathering
The photographs in Figure 1 illustrate the City's asphalt concrete streets and show a range of PCIs.

Fall Brook Road
From Big Sky Dr To Midnight Sun Dr
PCI: 90
Jon Gilbert Lane
From Agnes St To Anna Ln
PCI: 35
Figure 1. Examples of Streets with Different PCIs.

Valley View Drive
From Elm Ave To End
PCI: 59
Draft Report
February 2025
3

f3EAUMONT
Pavement Condition
2025 Pavement Management Program Update
City of Beaumont
The definitions of the pavement condition categories and PCI ranges are shown in Table 2. These are the PCI "breakpoints" in StreetSaver®.

Table 2. Pavement Condition Categories.

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

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

Pavements with moderate to severe surface distresses. Extensive weathering or 25 —49 raveling, block cracking, and load -related distresses such as alligator cracking, rutting, and potholes may occur.
0-24
Pavements with severe weather -related distress and large quantities of load - related distress. These pavements are nearing the end of their service life.

The City's overall weighted average PCI for the network is 78, which places the overall street network pavement condition in the "Very Good" category. Figure 2 shows the PCIs for streets with different functional classifications. The condition of streets by functional class is relatively the same with over 76 percent of all functional classes rated in the "Very Good" condition category. Notably, no Arterial streets are in "Very Poor" condition.

Network
Residential
Collector
Arterial
Functional Class

77.1%

13.2%

0.3%

76.7%
183%
■ Very Good: 70-100 ■ Good: 50-69 Poor: 25-49 ■ Very Poor: 0-24 Figure 2. Street Network Percent Pavement Area by Condition Category.

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February 2025
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BEAUMUNT
Pavement Condition
2025 Pavement Management Program Update
City of Beaumont
Figure 3 illustrates PCI comparisons between the City and the surrounding agencies using information gathered from the 2022 California Statewide Local Streets and Roads Needs Assessment. The City's PCI of 78 positions the City 13 points above the 2022 statewide average of 65.

Network PCI
100
90 80
70 60
50 40
30 20
10 0
51 51
65 67
69 72
Statewide PCI is 65
74 78
82 San Jacinto Calimesa Moreno Hemet Yucaipa Loma Linda R•verside Beaumont Redlands Valley
Agencies
Figure 3. Network PCI for Different Agencies.

County
Draft Report February 2025
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BEAUMONT
Planned Projects
2025 Pavement Management Program Update
City of Beaumont
4 Planned Projects
During the FY24/25 period, the City provided NCE with maintenance and rehabilitation projects, including rehabilitation and preventive maintenance measures. The FY24 projects were completed in December 2024 and maintained a PCI of 78. As illustrated in Figure 4, most treatments involved milling and overlays, with only a few sections receiving slurry seal applications.

The FY25 projects are scheduled for completion by summer/fall 2025 and are expected to preserve the PCI at

78. As shown in Figure 5, a larger portion of these projects will involve slurry seal treatments, and in some cases, ARAM cape seal is being considered. Appendix B shows a map of the planned project street sections.

N
Figure 4. Planned Projects FY 24.

Treatment
— Reconstruction
— Mill & Overlay
Slurry Seal
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February 2025
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BEAUMUNT
Planned Projects
2025 Pavement Management Program Update
City of Beaumont
N

CHAMPIONS DR
Go
a
Treatment
— Mill & Overlay
Slurry Seal
— ARAM Cape Seal
Cherry Valley
Beaumont
6TH
ST
0 0.5 1 2
Miles
Figure 5. Planned Projects FY 25.

Draft Report February 2025
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BEAUMONT
Maintenance and Rehabilitation Strategies
2025 Pavement Management Program Update
City of Beaumont
5 Maintenance and Rehabilitation Strategies
In general, surface treatments such as crack seals or slurry seals are used when the pavements are in "Fair" to "Very Good" condition. This type of treatment is usually considered "preventive maintenance". When the pavement condition deteriorates to lower levels, overlays and full -depth structure replacements must be performed. These are considered "rehabilitation" or "reconstruction". In addition, base repairs for more localized distresses are commonly done in preparation for overlay and slurry seal treatments.

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

This determined the most effective and realistic treatments for each group of streets by functional class and condition category.

Pavement Condition Index
100
90 80
70 60
50 40
30 20
10 0
35%
75%
90%
Percent of Pavement Service Life
Figure 6. Costs' of Maintaining Pavements over their Service Lives.

Figure 6 illustrates how costs of pavement treatment increase as pavement condition decreases. The dollar amounts shown in Figure 6 are based on recent bids received by the City and illustrate that it costs much less to maintain streets in good condition than to repair failed streets. By letting pavements deteriorate, streets that once cost —$6.2 per square yard to treat with slurry seal may, in a few years, cost as much as —$89.0 per square yard to reconstruct.

Because of this, a key pavement management repair strategy is to keep streets in "Very Good" to "Fair" condition from deteriorating. This is particularly true for streets in the "Fair" range since pavement deterioration will accelerate if left untreated. The pavement deterioration curve shown in Figure 6 describes how pavements deteriorate over time. Pavements in "Fair" condition show some distress and require more than preventive maintenance. At this point, a well -designed pavement will have reached between 35 and 50 percent of its life, and a thin mill and overlay (L5-2.0 inches) would be required to bring its condition back to "Very Good." For 5 In addition to the contractor's prices, unit costs are loaded to include staff time, design, construction management, contingencies, and non -asphalt concrete related work.

Draft Report
February 2025
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BEAUMONT
2025 Pavement Management Program Update
Maintenance and Rehabilitation Strategies City of Beaumont pavements in the "Poor" category, approximately 30 percent of service life is left, and a thicker grind and overlay (2.0-3.0 inches) would be required to bring its condition back to "Very Good". Pavements in "Very Poor" condition are near the ends of their service lives and often exhibit severe forms of distress such as potholes, rutting, and extensive cracking. At this stage, reconstruction is typically required. In general, arterials are expected to have a service life of approximately 25 years, while residential streets are expected to have a service life exceeding 30 years.

Draft Report February 2025
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BEAUMONT
Budget Analysis
2025 Pavement Management Program Update
City of Beaumont
6 Budget Analysis
Based on the principle that it costs less to maintain streets in good condition than it does to repair those that have failed, cost-effective PMPs employ strategies that first eliminate deferred maintenance and then preserve the network with ongoing preventive maintenance. Such strategies bring the network condition to an optimal PCI that can be maintained over time.

6.1 Budget Needs
The first step in developing a cost-effective strategy is to determine, assuming an unconstrained budget, the total maintenance budget "needs" of the network, i.e., the funding required for every street in the network to reach optimal conditions based on the policy established in the decision tree. For the City, the cost of treatment(s) over the analysis period was calculated by multiplying unit costs by pavement section area at an initial annual inflation rate of 4.0 percent, decreasing by 0.5 percent each year until reaching 3.0 percent. From that point onward, the inflation rate remained constant at 4.0 percent.

The budget needs are estimated to be approximately $45.9 million until the end of FY 30/31. Of the total budget needs, approximately $36.0 million (78.4 percent) would be devoted to rehabilitation, while the rest would be allocated for preventive maintenance. If the City follows this "ideal" strategy, the average network PCI will increase to 82 by FY 30/31. Table 3 below shows the impacts of expenditures on the PCI, assuming an unconstrained budget. Appendix D presents the following information regarding the budget needs: projected PCI, cost summary, and a summary of the preventive and rehabilitation maintenance treatments.

Table 3. Budget Needs.

Fiscal Year 24/25 25/26 26/27 27/28 28/29 29/30 30/31 Total Total Budget
Needs 21.6 2.5 3.8 4.7 6.0 2.0 5.3 45.9
($M)
Rehabilitation
($M)

19.6 1.7 3.5 3.4 3.3 2.0 2.5 36.0
Preventive
Maintenance 2.0 0.8 0.3 1.3 2.7 0.0 2.8 9.9
($M)
Treated PCI 87 85 84 84 84 82 82 NA
Untreated PCI 78 76 74 72 70 68 66 NA

6.2 Budget Scenarios
Having determined the street network's maintenance needs, the next step in developing a cost-effective M&R strategy is to generate several alternative budgets and analyze "what -if" scenarios. By examining the impacts of Draft Report February 2025
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budget scenarios, the advantages and disadvantages of the 5 funding levels and maintenance strategies can be illustrated.

The budgeted amounts for the 5 scenarios (noted below) include an initial inflation factor of 4.0 percent with a

0.5 percent decrease until 3.0 percent is reached. They also include paving and non -paving costs, staff time, design, construction management, and contingencies.
• Scenario 1: City's Anticipated Budget ($4.0M/year)
• Scenario 2: PCI 78 by FY 30/31 ($6.6M/year)
• Scenario 3: PCI 80 FY 30/31 ($8.4M/year)
• Scenario 4: PCI 81 by FY 30/31 ($9.2M/year)
• Scenario 5: Reduced Budget ($3.5M/year)
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6.2.1 Scenario 1: City's Anticipated Budget ($4.0M/year) The maintenance strategy in this scenario was to prioritize rehabilitation efforts for pavements categorized as "Fair" and allocate 20.0 percent of the budget toward preventive maintenance. At the City's anticipated budget of $4.0 million every year, the network PCI will decrease from 78 to 74 by FY 30/31. By the end of the analysis period, 80.9 percent of the network will be in "Very Good" condition, 8.0 percent will be in "Fair" condition, 7.0 percent will be in "Poor" condition, and 4.1 percent will be in "Very Poor" condition. The deferred maintenance cost will increase from $21.6 million to $44.1 million by FY 30/31. Table 4 and Figure 7 show the outcomes under this scenario.

Table 4. Cost Summary for Scenario 1.

Fiscal Year 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31 Total City's Budget
($M)
N/A N/A N/A 4.0 4.0 4.0 4.0 4.0 20.0
Rehabilitation
($M)
N/A N/A N/A 3.2 3.2 3.2 3.2 3.2 15.9
Preventive
N/A N/A N/A 0.8 0.8 0.8 0.8 0.8 4.1
Maintenance ($M)
Deferred N/A 21.6 22.8 26.3 29.9 35.8 37.5 44.1 N/A
Maintenance ($M)
Network PCI 78 78 78 77 77 76 75 74 N/A
80 • 70
Qv
w 60
C50
N
c 40
S 30
N
20 w
G 10
0 Deferred Maintenance ($M) —f—Network PCI
78 78 78 77 77 76
4 75
74 PCI Projects Projects 35.8
Inspection FY24 FY25 29.9 ■

26.3 21.6 22.8

37.5 44.1
23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31
Fiscal Year
Figure 7. PCI versus Deferred Maintenance for Scenario 1. 100
- 80
- 60
- 40
- 20
0 Network PCI
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6.2.2 Scenario 2: PCI 78 by FY 30/31 ($6.6M/year)
In this scenario the target PCI for the network is 78 by the end of FY 30/31. As shown in Table 5 and Figure 8 for Scenario 2, the estimated financial commitment required to accomplish this goal is $33.0 million over 5 years.

Like Scenario 1, Scenario 2 allocated an estimated 20.0 percent of the budget towards preventive maintenance.

As a result, the deferred maintenance cost will increase to $29.4 million by FY 30/31. In this scenario, 88.2 percent of the network will be in "Very Good" condition, 4.4 percent will be in "Fair" condition, 3.3 percent will be in "Poor" condition, and 4.1 percent will be in "Very Poor" condition after 5 years.

Table 5. Cost Summary for Scenario 2.

Fiscal Year 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31 Total City's Budget
($M)
N/A N/A N/A 6.6 6.6 6.6 6.6 6.6 33.0
Rehabilitation
($M)
N/A N/A N/A 5.3 5.3 5.3 5.3 5.3 26.5
Preventive N/A N/A N/A 1.3 1.3 1.3 1.3 1.3 6.5
Maintenance ($M)
Deferred N/A 21.6 22.8 23.7 24.7 27.7 26.6 29.4 N/A
Maintenance ($M)
Network PCI 78 78 78 78 78 78 78 78 N/A
80 ® Deferred
Maintenance ($M) ---,-Network PCI
78 78 78 78 78 78 78 78
0 3 § _._
PCI Projects
Inspection FY24
Projects
FY25

22.8 27.7 26.6

29.4 21.6

23.7 24.7
Deferred Maintenance ($M)
I—, N La -P cn Oz V
00000000
llllllllllllllllllllllllllllllllllll
23/24
24/25 25/26
26/27 27/28 28/29 29/30 30/31
Fiscal Year
Figure 8. PCI versus Deferred Maintenance for Scenario 2. 100
80 60
40 20
0 Network PCI
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6.2.3 Scenario 3: PCI 80 by FY 30/31 ($8.4M/year)
This scenario assumes the City will increase the PCI to 80 through the end of FY 30/31. As shown in Table 6 and Figure 9, the estimated financial commitment required to accomplish this goal is $42.0 million over 5 years. Like the previous scenarios, Scenario 3 allocates 20.0 percent of the budget towards preventive maintenance ("Very Good" condition), resulting in deferred maintenance costs decreasing to $20.3 million by FY 30/31. In this scenario, 90.6 percent of the network will be in "Very Good" condition, 4.4 percent will be in "Fair" condition,

1.9 percent will be in "Poor" condition, and 3.1 percent will be in "Very Poor" condition at the end of the 5 -year period.

Table 6. Cost Summary for Scenario 3.

Fiscal Year 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31 Total City's Budget
($M)
N/A N/A N/A 8.4 8.4 8.4 8.4 8.4 42.0
Rehabilitation
($M)
N/A N/A N/A 6.7 6.7 6.7 6.7 6.7 33.5
Preventive
N/A N/A N/A 1.7 1.7 1.7 1.7 1.7 8.5
Maintenance ($M)
Deferred N/A 21.6 22.8 21.9 21.0 22.2 19.5 20.3 N/A
Maintenance ($M)
Network PCI 78 78 78 79 79 80 80 80 N/A
80 70
60 c
a5 50
d
c
40 i 30
a1
i 20
C 10
0 Deferred Maintenance ($M) —•—Network PCI
78 78 78 79 79 80 80 80
PCI Projects Projects
Inspection FY24 FY25

21.6 22.8

21.9 21.0

22.2 19.5

20.3 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31
Fiscal Year
Figure 9. PCI versus Deferred Maintenance for Scenario 3. 100
80 - 60
- 40
20 Network PCI
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6.2.4 Scenario 4: PCI 81 by FY 30/31 ($9.2M/year)
This scenario assumes the City will increase network PCI to 81 by the end of FY 30/31. As shown in Table 7 and Figure 10, the estimated budget for this is $45.7 million over 5 years - an amount similar to the total budget needs (Table 3). In this scenario, roughly $9.2 million of the budget is allocated to preventive maintenance ("Very Good" condition), and the deferred maintenance cost would be reduced to $16.8 million by FY 30/31. In this scenario, 91.5 percent of the network will be in "Very Good" condition, 4.4 percent in "Fair" condition, 1.6 percent in "Poor" condition, and 2.5 percent in "Very Poor" condition at the end of the 5 -year period.

Table 7. Cost Summary for Scenario 4.

Fiscal Year 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31 Total City's Budget
($M)
N/A N/A N/A 9.2 9.2 9.2 8.9 9.2 45.7
Rehabilitation
($M)
N/A N/A N/A 7.3 7.4 7.3 7.2 7.3 36.5
Preventive N/A N/A N/A 1.9 1.8 1.9 1.7 L9 9.2
Maintenance ($M)
Deferred N/A 21.6 22.8 21.1 19.4 19.7 16.9 16.8 N/A
Maintenance ($M)
Network PCI 78 78 78 79 80 80 80 81 N/A
80 z 70
y 60
m 50
C 40
to
E 30
L 20
d
0 10
o
Deferred Maintenance ($M)
78 78 78 79
• _
• _
Network PCI
80 80 80
81 •
PCI Projects Projects
Inspection FY24 FY25

21.6 22.8

21.1 19.4 19.7

16.9 16.8
23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31
Fiscal Year
Figure 10. PCI versus Deferred Maintenance for Scenario 4. 100
- 80
60 40
- 20
0 Network PCI
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City of Beaumont

6.2.5 Scenario 5: Reduced Budget ($3.5M/year)
This scenario assumes a $0.5 million reduction of the City's Anticipated Budget. Under this scenario, the network PCI will decrease from 78 to 73 by FY 30/31. By the end of the analysis period, 79.2 percent of the network will be in "Very Good" condition, 7.5 percent will be in "Fair" condition, 7.0 percent will be in "Poor" condition, and

1.7 percent will be in "Very Poor" condition. The deferred maintenance cost will increase from $21.6 million to $46.5 million by FY 30/31. Table 8 and Figure 11 show the outcomes under this scenario.

Table 8. Cost Summary for Scenario 5.

Fiscal Year 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31 Total City's Budget
($M)
N/A N/A N/A 3.5 3.5 3.5 3.5 3.5 17.5
Rehabilitation
($M)
N/A N/A N/A 2.8 2.8 2.8 2.8 2.8 14.0
Preventive
Maintenance ($M) N/A N/A N/A 0.7 0.7 0.7 0.7 0.7 3.5
Deferred N/A 21.6 22.8 26.8 30.9 37.3 39.6 46.5 N/A
Maintenance ($M)
Network PCI 78 78 78 77 76 75 74 73 N/A
80 70
y 60
ni 50
cu
c 40
ta
E 30
a)
20 C 10
0 =Deferred Maintenance ($M) Network PCI
78 78 78 77
76 75
74 73

46.5 PCI Projects Projects
Inspection FY24 FY25

37.3 39.6

30.9 26.8

21.6 22.8
23/24 24/25
25/26 26/27 27/28
Fiscal Year
28/29 29/30 30/31
Figure 11. PCI versus Deferred Maintenance for Scenario 5. 100
80 60
40 20
0 Network PCI
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City of Beaumont

6.3 Scenario Summary and Comparisons
Scenario 1: City's Anticipated Budget ($4.0M/year) — The network PCI is projected to decrease from 78 to 74 by the end of this 5 -year period. The cost of deferred maintenance' will increase from $21.6 million to $44.1 million by FY 30/31.

Scenario 2: PCI 78 by FY 30/31 ($6.6M/year) — This scenario assumes that the City will allocate $6.6 million each year to maintain the PCI at 78 by the end of FY 30/31. This will cost $33.0 million total over 5 years. Deferred maintenance costs will increase from $21.6 million to $29.4 million by FY 30/31.

Scenario 3: PCI 80 by FY 30/31 ($8.4M/year) — This scenario assumes that the City will increase the network PCI to 80. This will cost $42.0 million total over 5 years. Deferred maintenance costs will be reduced to $20.3 million by FY 30/31.

Scenario 4: PCI 81 by FY 30/31 ($9.2M/year) — This scenario assumes that the City will increase the network PCI to 81 by FY 30/31. This will cost $45.7 million total over 5 years. Deferred maintenance costs will be reduced to $16.8 million by FY 30/31.

Scenario 5: Reduced Budget ($3.5M/year) — The network PCI is projected to decrease to 73 by the end of FY 30/31. This scenario aims to project the PCI outcome by decreasing the City's Budget by $0.5 million each year. The cost of deferred maintenance will increase from $21.6 million to $46.5 million by FY 30/31.

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

Table 9. Budget Scenario Analysis Summary.

Cumulative
Scenario Description 5 -year
Budget ($M)
End of FY 30/31
Network PCI
Deferred
Maintenance ($M)
1 City's Budget

20.0 74

44.1 2 PCI 78 by FY 30/31 33.0
78 29.4
3 PCI 80 by FY 30/31 42.0 80 20.3
4 PCI 81 by FY 30/31 45.7 81 16.8
5 Reduced Budget 17.5 73 46.5
Figure 12 compares the annual changes in PCI under each budget scenario, and Figure 13 illustrates the associated annual changes in deferred maintenance under each budget scenario. Under Scenarios 1 and 5, PCI is 6 Deferred maintenance refers to maintenance activities that were either not performed as scheduled or were postponed to a future period due to insufficient funding. This calculation encompasses costs associated with CICM (Construction Inspection and Construction Management), design, and contingencies.

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City of Beaumont
projected to decrease by approximately 1 point per year. In contrast, under Scenarios 2, 3, and 4, PCI either remains constant at roughly its current level or increases (Figure 12). In addition, under Scenarios 1 and 5, deferred maintenance is projected to increase by an average of $4.0 million annually, while for the other scenarios, it is projected to decrease consistently (Figure 13). 81 -
79 -
U77-
a
75 -
73 60
50 i
in -
cu 40
to
C 30
11220
a)
10 PCI Projects Projects 79
Inspection FY24 FY25
78 78 78 78 78 78 78 78
IC Z
77 77
81 80 80 80 80
—1-Scenario 1
—0—Scenario 3
x Scenario 5
roe —Scenario 2
—A—Scenario 4
76 x
76 75 75
x
74 74
x
73 23/24 24/25
25/26 26/27 27/28 28/29 29/30 30/31
Fiscal year
Figure 12. Comparison of Annual PCI by Scenario.
• Scenario 1 ■ Scenario 2 ■ Scenario 3 ■ Scenario 4 Scenario 5

44.1 PCI Projects Projects
Inspection FY24 FY25
II
A�

21.6 228
1 111
23/24 24/25 25/26 26/27 27/28 28/29 29/30
Fiscal Year

46.5 29.
30/31
Figure 13. Comparison of Annual Deferred Maintenance by Scenario.

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Budget Analysis
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City of Beaumont
Figure 14 illustrates the percent change in pavement condition for each scenario at the end of FY 30/31. Only Scenarios 2, 3, and 4 will significantly increase the proportion of the network in the "Very Good" condition while reducing the "Poor" condition. In contrast, under Scenarios 1 and 5, the proportion of the network in the "Very Good" condition will remain constant. Moreover, for all scenarios, the proportion of the network in "Very Poor" condition will increase 5 to 8 times by the end of FY 30/31.

Scenario 5
Scenario 4
Scenario 3
Scenario 2
Scenario 1
Current

79.2%

7.5%

91.5%

90.6%

88.2%

80.9%
0%

8.0%
■ Very Good: 70-100 ■ Good: 50-69 Poor: 25-49 ■ Very Poor: 0-24 Figure 14. Comparison of Pavement Condition by FY 30/31 by Scenarios. 20%
40%
60%
80%
100%
.441

2.5%
It is important to note that to improve the network condition and reduce deferred maintenance, the City will need to increase the annual budget significantly. Scenarios 2, 3, and 4 will require $2.6 million, $4.4 million, and $5.2 million more every year, respectively, compared to Scenario 1. Only Scenario 5 will require $0.5 million less every year compared to Scenario 1.

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BALDWIN
PARK .-•.,
2025 Pavement Management Program Update
Price Analysis Comparison City of Beaumont
7 Price Analysis Comparison
The impact of inflation has become more pronounced in recent years. In 2021, the COVID-19 pandemic disrupted the worldwide economy for several months, leading to the sudden inflation of prices and interest rates. The average inflation rate in the United States was 1.23 percent in 2020 and 4.7 percent in 2021 but increased to 8.0 percent in 2022. According to the U.S. Bureau of Labor Statistics, the 12 -month nationwide inflation rate for May 2024 for the Consumer Price Index was 3.4 percent, and California experienced more severe changes with 3.9 percent inflation. Modeling an initial inflation rate of 4.0 percent and reducing it 0.5 percent each year is a prudent and slightly conservative approach for several reasons:

1. Historical Trends
a. Recent Years: In 2023, the inflation rate was 5.3 percent, and it decreased to 3.4 percent by May 2024. An initial 4.0 percent rate is comfortably above the recent 12 -month rate of 3.4 percent, ensuring that the budget scenarios remain resilient to potential short-term fluctuations while considering a future decrease.
b. Previous Highs: An initial inflation rate of 4.0 percent is not as conservative relative to historical peaks that have exceeded 5.0, 6.0, and even 7.0 percent in recent years.

2. Future Uncertainty
a. Economic Volatility: Inflation rates can be unpredictable due to economic factors such as supply chain disruptions, geopolitical events, or changes in monetary policy. Using an inflation rate from 4.0 to 4.0 percent rate provides a buffer against unexpected increases in inflation. b. Conservative Planning: A slightly higher rate ensures that budgets are prepared for more significant cost increases than anticipated, reducing the risk of underestimating future expenses.

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BEAUMONT
Work Plan
2025 Pavement Management Program Update
City of Beaumont
8 Work Plan
Based on the PCI throughout the network, StreetSaver® will select sections for treatment that present the highest benefit -cost ratio. However, when sections to be treated are very short or widely separated, mobilization and traffic control costs may increase, and when sections to be treated are continuous or close to each other, mobilization costs are expected to decrease. Due to variation in condition of street segments, it is common for StreetSaver® to select non -adjacent segments for treatment or to assign different treatments to adjacent segments. Figure 15 shows discontinuity in the areas selected by StreetSaver® for treatment in the eastern part of the City for 2027.
a
rl
11TH ST
-- -. E. 6th St
Treatment
— 1.5 Mill & Overlay
Slurry Seal
Q
J >
Figure 15. Selected Sections for Treatment, StreetSaver° Selection.

NCE divided the City into multiple arbitrary/pseudo zones to create a cohesive and feasible maintenance plan based on the delimitation created by arterials and collectors. Given the budget analysis constraints and the need to balance improving network conditions with reducing deferred maintenance, NCE determined that Scenario 1. was the most realistic and sustainable option. Scenarios 2, 3, and 4, while potentially offering more significant improvements, would require substantial increases in the budget.

The zone analysis aimed to group most sections of the same street, typically divided by arterials or collectors, and balance the number of selected streets per year for each zone. NCE began with the sections initially chosen Draft Report
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Work Plan
2025 Pavement Management Program Update
City of Beaumont
by StreetSaver® and then applied engineering judgment and experience to refine the section list manually. This approach ensured practical constructability, maximized network PCI, maintained similar centerline miles of streets compared to StreetSaver°'s selection, distributed the work evenly across the analysis period, and recommended consistent treatments for each street. NCE engineers repeated this manual analysis several times to achieve an optimal selection that met these key objectives.

Once the candidate streets were manually selected based on the above criteria, NCE assigned the corresponding treatments based on the projected PCI values and the current Decision Tree guidelines. In some instances, the projected PCI for certain streets fell slightly below the threshold between treatment categories. In such instances, NCE conducted "desktop inspections" of these sections and adjusted the recommended treatments based on engineering judgement. Figure 16 illustrates the manual adjustment made to the same city zone displayed in Figure 15.

J
N
A
- E 6th St -FT
Treatment

2.o" Mi11 & Overlay
— 1.5 Mi11 & Overlay
Slurry Seal
II
rn-
1�
0 0.13 0.z5 0.5 —
I Z IMME Miles
Figure 16. Selected Sections for Treatment, Manual Adjustment.

Table 10 compares the annual centerline miles selected for each treatment based on the initial StreetSaver° selection versus NCE's final selections. Overall, the NCE's approach increased the total centerline miles treated.

Notably, the number of centerline miles designated for slurry seal treatment rose in most years, and the annual balance between mill and overlay treatments and slurry seal treatments appears more even than in the StreetSaver° selection.

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Work Plan
2025 Pavement Management Program Update
City of Beaumont
It is important to note that the Manual Selection required an additional $200,000 in the final year to cover full neighborhood treatments. Overall, the PCI for the Manual Selection closely tracks that of the StreetSaver® selection until FY 29/30, at which point the PCI for the StreetSaver® selection drops by one point compared to the Manual Selection. Appendix F lists the selected sections for treatment under Scenario 1, including both the StreetSaver® selection and the manual selection. Additionally, the selected sections are shown in a GIS map in Appendix G.

Table 10. Centerline Miles Treated with City's Existing Budget. StreetSaver® Selection versus Manual Selection.

Centerline Miles
by Treatment for
each FY
StreetSaver® Selection
Manual Selection
Mill &
Overlay
Slurry
Seal
Budget
($M)
PCI
Mill &
Overlay
Slurry
Seal
Budget
($M)
PCI
FY 26/27

4.5 5.5
$4.0 77

4.3 10.5 $4.0 77
FY 27/28

5.6 3.9 $4.0 77

4.7 7.0 $3.9 77
FY 28/29

4.3 1.9 $4.0 76

4.0 5.9 $4.1 76
FY 29/30

3.5 7.1 $4.0 75

4.2 6.0 $4.0 76
FY 30/31

1.9 11.7 $4.0 74

3.5 7.4 $4.2 75
Total

19.8 30.1 $16.0 N/A

20.7 36.8 $16.2 N/A
Overall, this plan allows for homogeneous treatment of continuous sections within the same neighborhood.

However, it is important to note that this should not be regarded as a final project -level plan. It is recommended that City staff or a design engineer verify the pavement treatments in the field to ensure accuracy and suitability.

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BEAUMONT
Conclusions
2025 Pavement Management Program Update
City of Beaumont
9 Conclusions and Recommendations
The City of Beaumont has made a substantial investment of $339.6 million in its pavement network. Overall, the pavement network is in the "Very Good" condition with a PCI of 78. The City's existing budget (Scenario 1) of $20.0 million over 5 years is expected to reduce the overall network PCI from 78 to 74. Under Scenario 2, PCI would remain at 78 by FY 30/31 with an investment of $33.0 million. Under Scenario 3, PCI would increase to 80 by FY 30/31 with an investment of $42.0 million. Under Scenario 4, the PCI would increase to 81 by FY 30/31 with an investment of $45.7 million over 5 years. Finally, Scenario 5 considers a reduction of the City's budget with a total budget of $17.5 million, leading to a decrease in PCI from 78 to 73.

9.1 Recommendations
NCE recommends that the City increase the funding level to improve the network condition and decrease deferred maintenance. Scenario 4 accomplishes both these objectives by increasing PCI from 78 to 81 and decreasing the deferred maintenance from $21.6 million to $16.8 million by the end FY 30/31. However, if the City determines that Scenario 4 is unrealistic to implement due to the significant financial commitment, NCE recommends the City pursue Scenario 2, considering the following:

1. Additional Funding — Actively pursue additional pavement funding sources to fill the gap between the City's existing funding and Scenario 4.

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

3. Inspection Strategies — Monitor future pavement performance and ongoing maintenance needs by updating the required inventory of the City's arterial and collector streets every 2 to 3 years at a minimum. NCE recommends that the City also inspect the residential street network every 5 to 6 years.

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

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24

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

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

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

Header Description
Street ID
Street identification in StreetSaver® unique for each street Street Name
The name of the street as indicated by street signs in the field Section ID Section identification number in StreetSaver® unique for each section of one street
Beg Location Beginning limit of the section
End Location Ending limit of the section
Functional Class Functional Classification (A — Arterial, C —Collector, R — Residential Surface Type Surface Type (AC = Asphalt Concrete, AC/AC = Asphalt Concrete Overlay of existing Asphalt Concrete
Lanes Number of lanes of the section
Length (ft) Length of the section in feet
Width (ft) Average width of the section in feet
Area (sf) Area of the section in square feet
PCI Average Inspected PCI for the section
Condition Category "Very Good" = PCI > 70, "Fair" = PCI > 50 & 25 & < 50, "Very Poor" = PCI < 25
ONCE

Appendix A-1
Sections Listed By Name

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location 1
J
End Location
Functional
Class
Surface
Type
Lanes
•
Length (LF)
Width (LF)
Area (SF)
PCI
PCI Date
Condition
Category
001

AGNES ST
001

VASILI LN
END
R
AC/AC
2 462
34 17,199
49 3/10/2024
Poor
002
AI<INDALE WY
002

CALUMET AVE
END
R
AC
2 607
34 22,574
88 3/10/2024
Very Good
004

ALDER ST
004

EVERGREEN AVE
BRIAROAI< WAY
R
AC
2 457
32 15,432
86 3/10/2024
Very Good
005

ALEXE ST
005

VASILI LN

LEMON AVE
R
AC
2 536
34 19,662
80 3/10/2024
Very Good
006

ALLEGHENY ST
006
E 6TH ST
E 8TH ST
R
AC
2 1,040
28 29,952
58 3/10/2024
Fair
007

ALPINE CT
007

MARIPOSA PL
N END
R
AC
2 144
32 7,346
80 3/10/2024
Very Good
009

AMBER LILY DR
009

DAISY DR
W END
R
AC
2 703
32 24,245
85 3/10/2024
Very Good
010

AMBROSIA ST
010

BUTTERCUP WY

PAVE CHANGE
R
AC
2 158
32 4,970
79 3/10/2024
Very Good
010

AMBROSIA ST
010A

PAVE CHANGE

BURGUNDY ROSE WY
R
AC
2 286
32 11,062
73 3/10/2024
Very Good
011

AMERICAN AV
011
E 6TH ST
E 8TH ST
R
AC
2 1,067
32 38,813
25 3/10/2024
Poor
012

ANDERSON ST
012

ROSBURG RD

SANDERS ST
R
AC
2 1,122
32 34,820
87 3/10/2024
Very Good
013

ANNA LN
013

VASILI LN

JON GILBERT LN
R
AC
2 303
34 11,015
46 3/10/2024
Poor
014

ANSER LN
014

APOLLO WY

HADAR WY
R
AC
2 218
32 7,874
84 3/10/2024
Very Good
015

ANTONELL ST
015

PENNSYLVANIA AV

CHERRY AV
R
AC
2 468
32 15,081
95 3/10/2024
Very Good
016

APOLLO WY
016

SUNBURST DR

PAVO DR
R
AC
2 1,076
32 32,805
91 3/10/2024
Very Good
017

APPLE CANYON RD
017

CEDARVIEW DR

CANYON CREST RD
R
AC
2 583
34 22,211
76 3/10/2024
Very Good
018

APRON LN
018

SAN MOTEO CANYON RD

STABLEFORD CT
C
AC
2 273
32 5,548
80 3/10/2024
Very Good
019

ARBOLITO ST
019

VALLEY ROSE WY
E END
R
AC
2 229
32 9,994
88 3/10/2024
Very Good
020

ARDITH CT
020

BURGUNDY ROSE WY
W END
R
AC
2 198
32 9,536
67 3/10/2024
Fair
021

ARMOUR DR
021A

IRWIN ST

PALMER AVE
R
AC
2 403
32 12,991
68 3/10/2024
Fair
021

ARMOUR DR
021B

PALMER AVE

BOROS BLVD
R
AC
2 634
32 19,527
59 3/10/2024
Fair
021

ARMOUR DR
021C

BOROS BLVD
CDS
R
AC
2 810
32 28,251
64 3/10/2024
Fair
022
ASH CT
022

DATE AVE
END
R
AC
2 117
34 5,389
56 3/10/2024
Fair
023

ASHFORD CT
023

BROOKSIDE LN
END
R
AC
2 835
34 28,705
85 3/10/2024
Very Good
024

ASTER PL
024

EARLY BLUE LN

DAYLILY DR
R
AC
2 429
32 13,735
88 3/10/2024
Very Good
025

AUGUSTA ST
025

FAIRWAY DR
END
R
AC
2 905
32 30,695
83 3/10/2024
Very Good
026

AVALON AV
026
13TH ST
END
R
AC
2 626
34 21,191
77 3/10/2024
Very Good
027

AZAELA CT
027

STARGAZER ST
END
R
AC
2 208
32 8,419
82 3/10/2024
Very Good
028

AZTEC CT
028

BOSTON AV
W END
R
AC
2 374
32 15,443
77 3/10/2024
Very Good
029
B ST
029
ELM AV

GRACE AV
R
AC/AC
2 1,029
38 40,333
63 3/10/2024
Fair
031

BANYON ST
031

NUTWOOD AV

IVORY AV
R
AC
2 252
32 12,930
88 3/10/2024
Very Good
032

BEACH GRASS WY
032

HUNTER MOON WY

DESERT STAR DR
R
AC
2 200
32 6,776
80 3/10/2024
Very Good
033

BEAN ST
033
Crenshaw St
End
R
AC
2 1,077
32 36,425
65 3/10/2024
Fair
034

BEAUMONT AV
034

CHERRY VALLEY BLVD

BROOKSIDE AVE
A
AC
2 2,640
42 47,549
77 3/10/2024
Very Good
034

BEAUMONT AV
034A

BROOKSIDE AVE

COUGER WAY
A
AC
2 2,634
42 111,118
96 3/10/2024
Very Good
034

BEAUMONT AV
034B

COUGER WAY

OAK VALLEY PKWY
A
AC/AC
2 2,630
42 131,819
83 3/10/2024
Very Good
034

BEAUMONT AV
034C

OAK VALLEY PKWY
13TH ST
A
AC
4 1,303
42 76,772
84 3/10/2024
Very Good
034

BEAUMONT AV
034D
13TH ST
12TH ST
A
AC
4 1,185
42 71,759
87 3/10/2024
Very Good
034

BEAUMONT AV
034E
12TH ST
11TH ST
A
AC
4 1,120
42 67,942
87 3/10/2024
Very Good
034

BEAUMONT AV
034F
11TH ST
8TH ST
A
AC
4 1,679
42 101,836
86 3/10/2024
Very Good
034

BEAUMONT AV
034G
8TH ST
6TH ST
A
AC
4 1,120
42 66,295
81 3/10/2024
Very Good
034

BEAUMONT AV
034H
6TH ST
5TH ST
A
AC
4 505
60 30,826
91 3/10/2024
Very Good
034

BEAUMONT AV
0341
5TH ST
1-10 OVERPASS
A
AC
4 170
56 9,698
59 3/10/2024
Fair
035

BECK CT
035

GLORIA AV
E END
R
AC
2 392
32 16,358
90 3/10/2024
Very Good
037

BEECH PL
037

CYPRESS
END
R
AC
2 282
34 10,357
55 3/10/2024
Fair
038

BELLE ST
038

LUNA AV

SIERRA AV
R
AC
2 474
32 21,063
80 3/10/2024
Very Good
039

BENCHMARK ST
039

GOTHIC AV

SENECA SPRINGS BLVD
R
AC
2 443
32 15,593
59 3/10/2024
Fair
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local

2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
•
PCI Date
Condition
Category
041

BETH ST
041

NEWBURN CT

SENECA SPRINGS PKWY
R
AC
2 124
66 7,520
89 3/10/2024
Very Good
042

BIG SKY DR
042

FALL BROOK RD
W END
R
AC
2 1,658
32 51,902
93 3/10/2024
Very Good
043

BILBERRY ST
043

BURGUNDY ROSE WY

BUTTERCUP WY
R
AC
2 234
32 7,956
83 3/10/2024
Very Good
044

BILLINGS AV
044

LELAND ST

FLAMINGO ST
R
AC
2 758
32 28,747
90 3/10/2024
Very Good
045

BIRCHWOOD DR
045

PALM AVE
END
R
AC
2 666
34 26,005
39 3/10/2024
Poor
045

BIRCHWOOD DR
045A

PALM AVE

DEBORAH PL
R
AC
2 268
34 8,664
24 3/10/2024
Very Poor
046

BIRD OF PARADISE CT
046

LILIES WY
E END
R
AC
2 274
32 11,741
60 3/10/2024
Fair
047

BIRDIE DR
047

DESERT LAWN

AMATEUR WY
C
AC
2 498
53 17,939
57 3/10/2024
Fair
048

BIRDSONG CT
048

FLAMINGO ST
N END
R
AC/AC
2 542
32 22,259
83 3/10/2024
Very Good
051

BLAZING STAR DR
051

RAIN LILY WY

SUNBURST DR
R
AC
2 211
32 6,504
89 3/10/2024
Very Good
051

BLAZING STAR DR
051A

SUNBURST DR

NIGHTHAWK PL
R
AC
2 211
32 6,358
82 3/10/2024
Very Good
052

BLOOMS DAY WY
052

BURDOCK ST
N END
R
AC
2 266
32 11,277
91 3/10/2024
Very Good
053

BLUE STAR WY
053

MOSS ROSE WY

SERA MOON DR
R
AC
2 455
32 14,519
81 3/10/2024
Very Good
054

BLUEBIRD CT
054

CARDINAL ST
END
R
AC
2 383
32 16,863
84 3/10/2024
Very Good
055

BOGEY DR
055

KOBE ST
E END
R
AC
2 363
32 16,732
83 3/10/2024
Very Good
056

BOLVARDIA PL
056

LILIES WY
E END
R
AC
2 249
32 12,173
60 3/10/2024
Fair
057

BOROS BLVD
057
Armour Ave
W End
R
AC
2 1,079
32 35,489
61 3/10/2024
Fair
057

BOROS BLVD
057A
Armour Ave
E End
R
AC
2 698
32 23,814
62 3/10/2024
Fair
058

BOSTON AV
058

BENCHMARK ST
N END
R
AC
2 930
32 36,706
81 3/10/2024
Very Good
059

BOTTLEBRUSH CT
059

WILLOW MOON WY
W END
R
AC
2 249
32 11,809
89 3/10/2024
Very Good
061

BRIAR OAK WY
061

ASPEN GLEN LN

ALDER ST
R
AC
2 227
32 7,950
84 3/10/2024
Very Good
062

BROOKMEADE CIR
062

LANA WAY
END
R
AC
2 544
34 19,654
86 3/10/2024
Very Good
063

BROOKSIDE AV
063
CITY LIMIT (1-10)

CITY LIMIT (W/ DEODAR DR)
A
AC
2 2,330
34 66,964
66 3/10/2024
Fair
063

BROOKSIDE AV
063A

CITY LIMITS (W/ DEODAR)

DEODAR DR
R
AC
2 464
34 9,782
93 3/10/2024
Very Good
063

BROOKSIDE AV
063B

DEODAR DR

MORGAN AVE
R
AC
2 701
34 14,165
95 3/10/2024
Very Good
063

BROOKSIDE AV
063C

MORGAN AVE

OLD WOOD RD
R
AC
2 788
34 20,900
93 3/10/2024
Very Good
063

BROOKSIDE AV
063D

OLD WOOD RD

SNOWBERRY RD
R
AC
2 655
34 19,507
93 3/10/2024
Very Good
063

BROOKSIDE AV
063E

CITY LIMIT

OAKVIEW DR
A
AC
2 3,298
48 68,433
83 3/10/2024
Very Good
063

BROOKSIDE AV
063F

OAKVIEW DR

BEAUMONT AVE
A
AC
2 3,215
48 145,118
77 3/10/2024
Very Good
063

BROOKSIDE AV
063G

BEAUMONT AVE

NOBEL ST
A
AC
2 2,641
48 75,015
51 3/10/2024
Fair
063

BROOKSIDE AV
063H

CHERRY AVE

CITY LIMIT (E/ ORCHARD HEIGHTS AVE)
A
AC
2 3,083
48 44,833
46 3/10/2024
Poor
064

BROOKSIDE LN
064

CALUMET AVE

CALUMET AVE
R
AC/AC
2 1,838
34 64,739
91 3/10/2024
Very Good
065

BROWN BEAR TRL
065

QUAIL SUMMIT DR

SUNNYSLOPE AVE
R
AC
2 527
34 17,719
84 3/10/2024
Very Good
066

BROWNIE WY
066

MANZANITA PARK RD

KOBE ST
R
AC
2 1,157
32 41,910
74 3/10/2024
Very Good
067

BRUTUS WY
067A

DESERT LAWN RD

GATEWAY DR
R
AC/AC
2 1,222
32 39,454
88 3/10/2024
Very Good
067

BRUTUS WY
067B

GATEWAY DR

DAX AVE
R
AC/AC
2 945
32 28,235
93 3/10/2024
Very Good
067

BRUTUS WY
067C

DAX AVE
CDS
R
AC/AC
2 322
32 12,364
89 3/10/2024
Very Good
068

BRYCE LN
068

EVAN WAY

DATE ST
R
AC
2 348
34 10,212
78 3/10/2024
Very Good
070

BURDOCK ST
070

VALLEY ROSE WY

W/O BARBETTY WY (PAVE CHANGE)
R
AC
2 756
32 25,617
92 3/10/2024
Very Good
070

BURDOCK ST
070A
W/O BARBETTY WY (Pave Change)

EDELWEISS DR
R
AC
2 274
32 8,095
82 3/10/2024
Very Good
071

BURGUNDY ROSE WY
071

AMBROSIA ST

LIATRIS WY
R
AC
2 1,181
32 37,253
78 3/10/2024
Very Good
072

BURKE ST
072
Devlin Dr
Venturi Ave
R
AC
2 758
32 23,714
65 3/10/2024
Fair
073

BYRON TRL
073

LOCKE LN

STOCKTON ST
R
AC
2 1,926
32 61,312
72 3/10/2024
Very Good
074

CACTUS WREN CT
074

E DEODAR
END
R
AC
2 408
32 15,505
83 3/10/2024
Very Good
075

CADDIE ST
075

LONG DR

DOUBLE EAGLE AVE
R
AC
2 289
32 9,940
89 3/10/2024
Very Good
077

CALIFORNIA AV
077A

MYRL DR

DALE ST (EAST)
R
AC
2 1,113
34 37,793
80 3/10/2024
Very Good
077

CALIFORNIA AV
077B

DALE ST (EAST)
12TH ST
R
AC
2 446
34 14,464
76 3/10/2024
Very Good
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local

2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
•
PCI Date
Condition
Category
077

CALIFORNIA AV
077C
12TH ST

PEARL ST
R
AC
2 672
34 18,078
75 3/10/2024
Very Good
077

CALIFORNIA AV
077D
11TH ST
10TH ST
C
AC/AC
2 559
38 21,802
84 3/10/2024
Very Good
077

CALIFORNIA AV
077E
10TH ST
9TH ST
C
AC/AC
2 559
38 21,031
90 3/10/2024
Very Good
077

CALIFORNIA AV
077F
9TH ST
8TH ST
C
AC/AC
2 559
38 21,393
87 3/10/2024
Very Good
077

CALIFORNIA AV
077G
8TH ST
7TH ST
C
AC/AC
2 560
38 22,152
91 3/10/2024
Very Good
077

CALIFORNIA AV
077H
7TH ST
6TH ST
C
AC/AC
2 466
38 19,510
82 3/10/2024
Very Good
077

CALIFORNIA AV
0771
6TH ST
1-10 OVERPASS
A
AC
2 493
38 21,895
74 3/10/2024
Very Good
077

CALIFORNIA AV
077J
5TH ST
RR CROSSING S/O 5TH PL
A
AC
2 535
32 27,795
50 3/10/2024
Fair
077

CALIFORNIA AV
077K
RR CROSSING S/O 5TH PL
3RD ST
A
AC/AC
2 696
32 26,629
47 3/10/2024
Poor
077

CALIFORNIA AV
077L
3RD ST
1ST ST
A
AC/AC
2 1,095
32 40,979
49 3/10/2024
Poor
077

CALIFORNIA AV
077M
E 1ST ST

S CITY LIMIT
A
AC
2 1,021
36 39,324
45 3/10/2024
Poor
078

CALLAWAY CT
078

E DEODAR
END
R
AC
2 304
32 12,429
84 3/10/2024
Very Good
079

CALUMET AV
079

RING RANCH RD

LANA WY
R
AC
2 1,996
34 72,821
89 3/10/2024
Very Good
079

CALUMET AV
079A

LANA WY

RING RANCH RD
R
AC/AC
2 1,991
34 74,140
91 3/10/2024
Very Good
080

CAMERON ST
080

PENNSYLVANIA AV

SCOTT AV
R
AC
2 322
32 12,455
64 3/10/2024
Fair
081

CANYON CREST RD
081

MEADOW CREST RD

PALM AVE
R
AC/AC
2 514
34 17,682
93 3/10/2024
Very Good
081

CANYON CREST RD
081A

PALM AVE

APPLE CANYON RD
R
AC/AC
2 549
34 19,640
83 3/10/2024
Very Good
082

CANYON PINE RD
082

BIRCHWOOD DR

SHASTA WAY
R
AC
2 315
34 10,875
36 3/10/2024
Poor
083

CARDIFF WY
083

GREENTREE LN
END
R
AC
2 437
34 17,209
76 3/10/2024
Very Good
084

CARDINAL ST
084

EVERGREEN AVE

ROAD RUNNER LN
R
AC
2 682
32 24,146
88 3/10/2024
Very Good
084

CARDINAL ST
084A

OAKVIEW DR

EVERGREEN AVE
R
AC
2 171
32 4,521
89 3/10/2024
Very Good
085

CARINA WY
085

SHOOTING STAR DR

STAR LIGHT AV
R
AC
2 112
32 3,546
94 3/10/2024
Very Good
086

CARMEL CT
086

E DEODAR
END
R
AC
2 149
32 7,532
87 3/10/2024
Very Good
087

CARNATION LN
087A

MANDRAKE WY

SEA LAVENDER LN
R
AC
2 1,850
32 56,643
77 3/10/2024
Very Good
087

CARNATION LN
087B

SEA LAVENDER LN

XENIA AVE
R
AC
2 1,485
32 43,465
79 3/10/2024
Very Good
088

CASELTON CT
088

WINDBOUND AVE
END
R
AC
2 460
34 15,101
88 3/10/2024
Very Good
089

CASEY CT
089

PARKWAY DR
END
R
AC/AC
2 215
32 7,358
89 3/10/2024
Very Good
090

CASPER COVE
090

TREVINO TR
END
R
AC
2 571
32 20,323
85 3/10/2024
Very Good
091

CASPIA PL
091

QUEEN ANNES LN
W END
R
AC
2 276
32 11,824
81 3/10/2024
Very Good
092

CEDAR HOLLOW RD
092

CHERRY AVE
END
R
AC
2 1,142
32 42,190
81 3/10/2024
Very Good
093

CEDARBROOK ST
093

OAKVIEW DR

EVERGREEN AVE
R
AC
2 220
32 5,480
96 3/10/2024
Very Good
094

CEDARVIEW DR
094
PALM
END
R
AC/AC
2 1,476
34 50,759
89 3/10/2024
Very Good
094

CEDARVIEW DR
094A
PALM

APPLE CANYON
R
AC/AC
2 608
34 21,690
86 3/10/2024
Very Good
095

CHALLENGE AV
095

LAKEVIEW ST

TOURNAMENT WAY
R
AC
2 292
32 8,117
91 3/10/2024
Very Good
096

CHAMPION LN
096

FAIRWAY DR

CLASSIC AVE
R
AC
2 210
32 5,549
94 3/10/2024
Very Good
097

CHAMPIONS DR
097A

CHERRY VALLEY PKWY

MICHELLE LN
C
AC
2 1,125
32 48,040
54 3/10/2024
Fair
097

CHAMPIONS DR
097B

MICHELLE LN

FARGO RD
C
AC
2 1,535
32 66,335
60 3/10/2024
Fair
097

CHAMPIONS DR
097C

FARGO RD

RYDER'S CUP RD (PVT)
C
AC
2 1,182
32 51,153
67 3/10/2024
Fair
097

CHAMPIONS DR
097D

RYDER'S CUP RD (PVT)

TOURNAMENT HILLS ENTRANCE ( PVT)
C
AC
2 1,190
32 25,706
66 3/10/2024
Fair
097

CHAMPIONS DR
097E

TOURNAMENT HILLS ENTRANCE (PVT)

BAY HILL RD
C
AC
2 1,167
32 23,442
77 3/10/2024
Very Good
097

CHAMPIONS DR
097F

BAY HILL DR

DESERT LAWN DR
R
AC
2 740
68 18,586
71 3/10/2024
Very Good
098

CHENILLE WY
098

STAR LIGHT AV

EARLY BLUE LN
R
AC
2 116
32 3,388
94 3/10/2024
Very Good
099

CHERRY AV
099A
8TH ST
11TH ST
C
AC
2 1,680
22 51,133
69 3/10/2024
Fair
099

CHERRY AV
099B
11TH ST

ANTONELL CT
C
AC
2 1,946
22 58,548
84 3/10/2024
Very Good
099

CHERRY AV
099C

ANTONELL CT
EOP
C
AC
2 360
22 8,151
74 3/10/2024
Very Good
099

CHERRY AV
099D

OAK VALLEY PKWY

CEDAR HOLLOW RD
C
AC
2 1,192
28 69,159
75 3/10/2024
Very Good
099

CHERRY AV
099E

CEDAR HOLLOW RD

COUGAR WY
C
AC
2 1,439
28 73,782
75 3/10/2024
Very Good
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local

2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
PCI Date
Condition
Category
099

CHERRY AV
099F

COUGAR WY

MARY LN
C
AC
2 668
28 13,982
76 3/10/2024
Very Good
099

CHERRY AV
099G

MARY LN
PVT RD 952' NORTH
C
AC
2 952
28 22,522
78 3/10/2024
Very Good
099

CHERRY AV
099H
PVT RD 952' NORTH

BROOKSIDE AVE
C
AC
2 1,031
28 24,747
76 3/10/2024
Very Good
100

CHERRY VALLEY ACRES
100

VASILI LN

LEMON AVE
R
AC
2 542
34 18,015
40 3/10/2024
Poor
100

CHERRY VALLEY ACRES
100A

LEMON AVE

SHANE LN
R
AC
2 1,168
34 41,601
76 3/10/2024
Very Good
101

CHERRY VALLEY BVLD
101

CITY LIMIT

STOCKTON ST
A
AC
2 2,711
60 149,395
57 3/10/2024
Fair
101

CHERRY VALLEY BVLD
101A

MOUNTAIN VIEW AVE/CITY LIMIT

BEAUMONT AVE
A
AC
2 1,230
74 50,346
63 3/10/2024
Fair
102

CHESTNUT AV
102A
E 13TH ST
E 12TH ST
R
AC
2 1,131
42 45,337
92 3/10/2024
Very Good
102

CHESTNUT AV
102B
E 12TH ST
E 11TH ST
R
AC
2 1,067
36 39,669
92 3/10/2024
Very Good
102

CHESTNUT AV
102C
11TH ST
10TH ST
R
AC/AC
2 560
42 21,926
88 3/10/2024
Very Good
102

CHESTNUT AV
102D
10TH ST
9TH ST
R
AC/AC
2 560
42 22,236
93 3/10/2024
Very Good
102

CHESTNUT AV
102E
9TH ST
8TH ST
R
AC/AC
2 560
42 21,538
90 3/10/2024
Very Good
102

CHESTNUT AV
102F
8TH ST
7TH ST
R
AC/AC
2 560
38 22,324
95 3/10/2024
Very Good
102

CHESTNUT AV
102G
7TH ST
6TH ST
R
AC/AC
2 477
38 21,757
94 3/10/2024
Very Good
102

CHESTNUT AV
102H
E 6TH ST
E 5TH ST
R
AC/AC
2 489
38 21,056
53 3/10/2024
Fair
103

CHRISTINA ST
103

MICHIGAN AV

ELIZABETH AV
R
AC
2 467
32 17,234
68 3/10/2024
Fair
104

CITRUS ST
104

EVAN WAY

DATE AVE
R
AC
2 370
34 13,667
54 3/10/2024
Fair
105

CLASSIC AV
105

LAKEVIEW ST

TOURNAMENT WAY
R
AC
2 567
32 17,734
86 3/10/2024
Very Good
108

CLOVER WY
108

MARIPOSA PL

JUNIPER LN
R
AC
2 371
32 12,400
79 3/10/2024
Very Good
109

COLD SPRING AV
109

LELAND ST

FLAMINGO ST
R
AC
2 842
32 30,390
83 3/10/2024
Very Good
110

COMFREY LEAF DR
110

GRAPESEED LN

VALLEY ROSE WY
R
AC
2 644
32 21,901
91 3/10/2024
Very Good
111

CONNOR ST
111

PARKWAY DR
END
R
AC/AC
2 231
32 9,079
89 3/10/2024
Very Good
112

COODY CT
112

TREVINO TR
END
R
AC
2 649
32 23,550
86 3/10/2024
Very Good
113

COPPER CIR
113

INDIGO ST
END
R
AC
2 186
32 9,496
80 3/10/2024
Very Good
114

CORAL PL
114

SMOKE TREE LN

SUNBURST DR
R
AC
2 211
32 6,566
84 3/10/2024
Very Good
115

CORIANDER CT
115

BARBETTY WAY
W END
R
AC
2 194
32 9,521
59 3/10/2024
Fair
116

COUGAR RANCH RD
116

STONE CREEK RD

RAVENSWOOD RD
R
AC
2 949
34 34,712
87 3/10/2024
Very Good
117

COUGAR WY
117A

BEAUMONT AVE
END
C
AC
2 1,363
58 59,709
47 3/10/2024
Poor
117

COUGAR WY
117B

BEAUMONT AVE

VASILI LN
C
AC
2 795
58 45,550
78 3/10/2024
Very Good
117

COUGAR WY
117C

VASILI LN

PALM AVE
C
AC
2 1,123
58 66,873
77 3/10/2024
Very Good
117

COUGAR WY
117D

PALM AVE

QUAIL SUMMIT DR
C
AC
2 814
58 48,635
83 3/10/2024
Very Good
117

COUGAR WY
117E

QUAIL SUMMIT DR

CHERRY AVE
C
AC/AC
2 1,196
58 62,250
85 3/10/2024
Very Good
117

COUGAR WY
117F

CHERRY AVE

ROSE QUARTZ LN
C
AC
4 1,113
60 66,997
96 3/10/2024
Very Good
117

COUGAR WY
117G

ROSE QUARTZ LN

STARLIGHT AVE
C
AC
4 1,606
60 97,961
94 3/10/2024
Very Good
117

COUGAR WY
117H

STARLIGHT AVE

GREENGATE LN
C
AC
4 1,304
60 80,111
87 3/10/2024
Very Good
117

COUGAR WY
1171

GREENGATE LN

HIGHLAND SPRINGS AVE
C
AC
4 1,298
60 75,318
84 3/10/2024
Very Good
118

CREEKSIDE LN
118

GREENWOOD ST

HILLVIEW ST
R
AC
2 302
32 13,182
89 3/10/2024
Very Good
119

CRENSHAW ST
119

BEAN ST

PEPPER LN
R
AC
2 1,707
32 53,469
75 3/10/2024
Very Good
119

CRENSHAW ST
119A

PEPPER LN
END
R
AC
2 685
32 24,242
87 3/10/2024
Very Good
120

CRESCENT MOON WY
120

MOONLIGHT DR
N END
R
AC
2 358
32 14,487
91 3/10/2024
Very Good
121

CRESTON WY
121

FOX RIDGE RD
END
R
AC/AC
2 496
34 16,092
87 3/10/2024
Very Good
122

CROWN IMPERIAL LN
122

AMARYLLIS RD

BARBETTY WY
R
AC
2 713
32 25,044
63 3/10/2024
Fair
123

CURTIS WY
123

BRUTUS WY

HIGH RIDGE DR
R
AC/AC
2 339
32 7,508
89 3/10/2024
Very Good
124

CYPRESS ST
124

LEMON AVE

DATE AVE
R
AC
2 537
34 15,429
52 3/10/2024
Fair
125

CYRISE LN
125A

BEAUMONT AV

SHERIE LN
R
AC/AC
2 205
32 9,122
91 3/10/2024
Very Good
125

CYRISE LN
125B

SHERIE LN

ORANGE AV
R
AC
2 566
32 15,502
94 3/10/2024
Very Good
126

DADASH ST
126
E 12TH ST
S END
R
AC
2 427
26 14,624
73 3/10/2024
Very Good
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local

2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
•
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
PCI Date
Condition
Category
127

DAFFODIL WY
127

SEA LAVENDER LN
E END
R
AC
2 593
32 21,471
56 3/10/2024
Fair
128

DAHLIA PL
128

FREESIA WY
N END
R
AC
2 248
32 10,739
79 3/10/2024
Very Good
129

DALE ST
129A

WEST END

ELM AVE
R
AC
2 1,559
34 46,306
53 3/10/2024
Fair
129

DALE ST
129B

ELM AVE

CALIFORNIA AVE
R
AC
2 726
34 22,688
78 3/10/2024
Very Good
129

DALE ST
129C

CALIFORNIA AVE

EAST END
R
AC
2 325
34 9,214
84 3/10/2024
Very Good
130

DARBYDAN WY
130

BROOKSIDE LN
END
R
AC/AC
2 776
34 26,940
87 3/10/2024
Very Good
131

DATE AV
131

BROOKSIDE AVE

BRYCE LN
R
AC
2 900
34 35,649
73 3/10/2024
Very Good
133
DAX AV
133

BRUTUS WY

PARKWAY DR
R
AC/AC
2 391
32 8,506
92 3/10/2024
Very Good
134

DAY BREAK WY
134

MIDNIGHT SUN DR
N END
R
AC
2 217
32 9,780
89 3/10/2024
Very Good
134

DAY BREAK WY
134A

MIDNIGHT SUN DR

OAK VALLEY PKWY
R
AC
2 119
32 3,813
97 3/10/2024
Very Good
135

DAYLILY DR
135

ASTER PL

SUNFLOWER CT
R
AC
2 290
32 9,448
89 3/10/2024
Very Good
136

DEBORAH PL
136

EMILY LN

MILISSA CT
R
AC
2 556
34 20,878
47 3/10/2024
Poor
137

DEL SOL WY
137

POLARIS LN
N END
R
AC
2 251
32 12,242
74 3/10/2024
Very Good
138

DEMARET DR
138
Palmer Ave

HAGEN HEIGHTS
R
AC
2 1,577
32 47,076
48 3/10/2024
Poor
138

DEMARET DR
138A

PALMER AVE

MILLER PL
R
AC
2 478
32 14,633
86 3/10/2024
Very Good
139

DESERT FOX CT
139

QUAIL SUMMIT DR
END
R
AC
2 280
34 10,755
87 3/10/2024
Very Good
141

DESERT STAR DR
141

N SHOOTING STAR LN

WILLOW MOON WY
R
AC
2 829
32 26,244
89 3/10/2024
Very Good
143

DEVLIN DR
143

BEAN ST

PEPPER LN
R
AC
2 1,625
32 51,092
82 3/10/2024
Very Good
143

PEPPER LN
143A

DEVLIN DR

OGRADY CT
R
AC
2 497
32 15,855
80 3/10/2024
Very Good
143

PEPPER LN
143B
Ogrady Ct
Crenshaw St
R
AC
2 399
32 11,012
89 3/10/2024
Very Good
144

DIEGO RD
144

POTRERO BLVD
S END
R
AC
2 475
32 17,933
90 3/10/2024
Very Good
145

DISTRIBUTION WY
145
W 4TH ST

PROSPERITY WY
R
AC
2 1,305
50 68,017
64 3/10/2024
Fair
147

DIXIANA CT
147

WINDBOUND AVE
END
R
AC
2 210
34 8,884
81 3/10/2024
Very Good
148

DORADO WY
148

SHOOTING STAR DR

STAR LIGHT AV
R
AC
2 112
32 3,605
97 3/10/2024
Very Good
149

DOVE LN
149

LYRA WY

SHOOTING STAR DR
R
AC
2 210
32 6,941
91 3/10/2024
Very Good
150

DRAKE AV
150

TAHOE ST

DUNSTON ST
R
AC
2 222
32 9,746
89 3/10/2024
Very Good
150

DRAKE AV
150A

DUNSTON ST
S END
R
AC
2 650
32 26,501
82 3/10/2024
Very Good
151

DUNSTON ST
151

DWYER AVE

FINLEY AVE
R
AC
2 590
32 25,650
85 3/10/2024
Very Good
152

DWYER AV
152

DUNSTON ST

FAIRCLIFF ST
R
AC
2 825
32 31,459
84 3/10/2024
Very Good
153

EARLY BLUE LN
153

ASTER PL

SENITA DR
R
AC
2 637
32 21,038
89 3/10/2024
Very Good
154

EDELWEISS DR
154

OAK VALLEY PKWY

TULIP CIR
R
AC
2 1,130
32 37,775
89 3/10/2024
Very Good
155

EDGAR AV
155
E 5TH ST
E 6TH ST
R
AC
2 493
32 21,675
82 3/10/2024
Very Good
155

EDGAR AV
155A
E 6TH ST
E 9TH ST
R
AC/AC
2 1,618
32 65,287
83 3/10/2024
Very Good
155

EDGAR AV
155B
E 9TH ST
E 11TH ST
R
AC/AC
2 1,065
32 39,431
81 3/10/2024
Very Good
155

EDGAR AV
155C
E 11TH ST
E 12TH ST
R
AC/AC
2 1,062
32 39,705
81 3/10/2024
Very Good
155

EDGAR AV
155D
12TH ST
END
R
AC/AC
2 1,876
32 66,657
83 3/10/2024
Very Good
156

EGAN AV
156
W 5TH ST
W 6TH ST
R
AC
2 266
42 14,401
38 3/10/2024
Poor
156

EGAN AV
156A
W 6TH ST

N CALIFORNIA AV
R
AC/AC
2 575
42 30,092
88 3/10/2024
Very Good
156

EGAN AV
156B
B ST
END
R
AC/AC
2 255
36 9,180
44 3/10/2024
Poor
157

ELIZABETH AV
157

CHRISTINA ST

SHELBY ST
R
AC
2 276
32 10,747
70 3/10/2024
Very Good
158
ELM AV
158A

OAK VALLEY PKWY

MYRL DR
C
AC
2 1,701
34 37,727
79 3/10/2024
Very Good
158
ELM AV
158B

MYRL DR

FLORENCE ST
C
AC
2 525
34 18,511
78 3/10/2024
Very Good
158
ELM AV
158C

FLORENCE ST
12TH ST
C
AC
2 399
34 14,948
81 3/10/2024
Very Good
158
ELM AV
158D
12TH ST
11TH ST
C
AC
2 1,125
32 39,143
85 3/10/2024
Very Good
158
ELM AV
158E
11TH ST
10TH ST
C
AC
2 558
32 22,319
68 3/10/2024
Fair
158
ELM AV
158F
10TH ST
9TH ST
C
AC
2 560
32 22,800
71 3/10/2024
Very Good
158
ELM AV
158G
9TH ST
7TH ST
C
AC
2 704
32 31,579
71 3/10/2024
Very Good
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local
Page Q[rgif 2775
2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
•
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
PCI Date
Condition
Category
158
ELM AV
158H
7TH ST
6TH ST
C
AC
2 330
32 14,550
72 3/10/2024
Very Good
158
ELM AV
1581
B ST
W 4TH ST
R
AC/AC
2 635
32 22,554
17 3/10/2024
Very Poor
158
ELM AV
158J
W 4TH ST
S END
R
AC/AC
2 820
32 26,909
50 3/10/2024
Fair
159

EMERALD MOON WY
159

JADE MOON LN

STAR LIGHT AV
R
AC
2 114
32 3,628
79 3/10/2024
Very Good
159

EMERALD MOON WY
159A

STAR LIGHT AV

RIGEL ST
R
AC
2 101
32 3,575
98 3/10/2024
Very Good
160

EMILY LN
160

DEBORAH PL

EMILY LN
R
AC
2 270
34 13,069
48 3/10/2024
Poor
161

EMORY AV
161
E 1ST ST

LELAND ST
R
AC
2 270
34 11,496
82 3/10/2024
Very Good
161

EMORY AV
161A

LELAND ST

FLAMINGO ST
R
AC
2 774
66 27,714
85 3/10/2024
Very Good
162

ENDRESEN CT
162

RANCHO VISTA DR
END
R
AC/AC
2 260
32 7,979
89 3/10/2024
Very Good
163

ESTANCIA ST
163

LOGAN AV

MALAGA AV
R
AC
2 1,054
32 37,041
87 3/10/2024
Very Good
164

EUCLID AV
164
E 1ST ST
E 3RD ST
R
AC
2 1,056
38 40,991
63 3/10/2024
Fair
164

EUCLID AV
164A
E 5TH ST
E 6TH ST
R
AC/AC
2 506
32 21,775
23 3/10/2024
Very Poor
164

EUCLID AV
164B
E 6TH ST
E 7TH ST
R
AC/AC
2 510
32 21,790
90 3/10/2024
Very Good
164

EUCLID AV
164C
E 7TH ST
E 9TH ST
R
AC/AC
2 1,080
32 43,489
89 3/10/2024
Very Good
164

EUCLID AV
164D
E 9TH ST
E 11TH ST
R
AC/AC
2 1,076
32 42,483
92 3/10/2024
Very Good
164

EUCLID AV
164E
E 11TH ST
E 12TH ST
R
AC
2 1,064
32 34,896
87 3/10/2024
Very Good
164

EUCLID AV
164F
12TH ST
13TH ST
R
AC
2 1,185
34 41,268
83 3/10/2024
Very Good
165

EUREKA ST
165

PALO ALTO AV

VALLECITO AV
R
AC
2 252
28 8,583
34 3/10/2024
Poor
166

EVAN WY
166

CHERRY VALLEY ACRES LN

CITRUS ST
R
AC
2 533
34 19,780
74 3/10/2024
Very Good
167

EVERGREEN AV
167A

ASPEN GLEN LN

ALDER ST
R
AC/AC
2 621
32 19,372
84 3/10/2024
Very Good
167

EVERGREEN AV
167B

ALDER ST

CARDINAL ST
R
AC/AC
2 616
32 17,142
89 3/10/2024
Very Good
167

EVERGREEN AV
167C

ALDER ST

PARKVIEW ST
R
AC/AC
2 700
32 25,337
86 3/10/2024
Very Good
168

EVERGREEN CIR
168

PINEBOURNE CIR
END
R
AC/AC
2 439
34 17,860
90 3/10/2024
Very Good
169

FAIRCLIFF ST
169

GABLE CT

FINLEY AV
R
AC
2 901
32 30,010
89 3/10/2024
Very Good
170

FAIRWAY DR
170A

OAK VIEW DR

AUGUSTA ST
R
AC
2 669
41 29,911
94 3/10/2024
Very Good
170

FAIRWAY DR
170B

AUGUSTA ST

PVMT CHANGE / GATE
R
AC
2 805
41 38,628
89 3/10/2024
Very Good
171

FAITH CIR
171

ORANGE AV
E END
R
AC
2 286
28 11,005
95 3/10/2024
Very Good
172

FALL BROOK RD
172

BIG SKY DR

MIDNIGHT SUN DR
R
AC
2 511
32 16,131
90 3/10/2024
Very Good
173

FESTIVE CT
173

FLEET ST
N END
R
AC
2 237
32 11,392
71 3/10/2024
Very Good
174

FINLEY AV
174

DUNSTON ST

FAIRCLIFF ST
R
AC
2 836
32 37,387
83 3/10/2024
Very Good
175

FLAMINGO ST
175

COLD SPRING AV

W/O BILLINGS AV (PAVE CHANGE)
R
AC
2 1,558
32 57,851
81 3/10/2024
Very Good
175

FLAMINGO ST
175A

W/O BILLINGS AV (PAVE CHANGE)
W End
R
AC
2 622
32 24,817
84 3/10/2024
Very Good
176

FLEET ST
176

BOSTON AV

FESTIVE CT
R
AC
2 330
32 14,032
81 3/10/2024
Very Good
177

FLORA ST
177

SITARA AV

COLD SPRING AV
R
AC
2 266
32 7,948
81 3/10/2024
Very Good
178

FLOWER ST
178

ROSE AVE

PRIMROSE AVE
R
AC
2 720
32 25,627
90 3/10/2024
Very Good
179

FLOYD CIR
179
lrwn St
N End
R
AC
2 227
32 10,120
62 3/10/2024
Fair
180

FOSTER ST
180

GAETA CT

LENORE CT
R
AC
2 790
32 27,681
83 3/10/2024
Very Good
181

FOX RIDGE RD
181

HARDWICK AVE

WILSEY WY
R
AC/AC
2 525
34 18,246
79 3/10/2024
Very Good
182

FREESIA WY
182

SEA LAVENDER LN

QUEEN ANNES LN
R
AC
2 741
32 23,260
53 3/10/2024
Fair
182

FREESIA WY
182A

QUEEN ANNES LN
E END
R
AC
2 563
32 20,787
82 3/10/2024
Very Good
183

GABLE CT
183

FAIRCLIFF ST
N END
R
AC
2 362
32 19,188
89 3/10/2024
Very Good
184

GAETA CT
184

FOSTER ST
N END
R
AC
2 292
32 16,435
86 3/10/2024
Very Good
185

GAINSBOROUGH CT
185

WINDBOUND AVE
END
R
AC
2 546
34 19,991
85 3/10/2024
Very Good
187

GATEWAY DR
187

OAK VALLEY PKWY

BRUTUS WY
R
AC/AC
2 621
46 22,467
91 3/10/2024
Very Good
188

GEIBERGER CT
188

STADLER ST
END
R
AC
2 400
32 15,240
48 3/10/2024
Poor
189

GLEN HILL LN
189

HIGHLAND CT

CLAIBORNE WEST AVE
R
AC
2 269
34 8,218
89 3/10/2024
Very Good
191

GLORIA AV
191

POTRERO BLVD

FOSTER ST
R
AC
2 432
32 17,507
87 3/10/2024
Very Good
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local
Page ±44Af 2775
2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
PCI Date
Condition
Category
192

GOLD FINCH PL
192

SERA MOON DR

JADE MOON LN
R
AC
2 234
32 7,629
84 3/10/2024
Very Good
193

GOLDEN WY
193

INDIGO ST

OAKVIEW DR
R
AC
2 984
32 35,232
88 3/10/2024
Very Good
194

GOLF AV
194

LONG DR
END
R
AC
2 424
32 12,700
90 3/10/2024
Very Good
195

GOLF CLUB DR
195A

OAK VALLEY PKWY

OAK VALLEY VILLAGE CIRCLE NORTH
C
AC
2 943
43 63,783
53 3/10/2024
Fair
195

GOLF CLUB DR
195B

OAK VALLEY VILLAGE CIRCLE NORTH
GATE
C
AC
2 1,028
43 51,475
56 3/10/2024
Fair
196

GORDON CT
196

BERKSHIRE AV
W END
R
AC/AC
2 180
32 9,280
84 3/10/2024
Very Good
197

GOTHIC AV
197

NEWTON ST

BENCHMARK ST
R
AC
2 568
32 27,094
64 3/10/2024
Fair
198

GRAHAM AV
198

REDWOOD ST

ROLLINGWOOD ST
R
AC
2 556
32 27,814
79 3/10/2024
Very Good
199

GRAPESEED LN
199

OAK VALLEY PKWY

BURDOCK ST
R
AC
2 476
32 15,551
92 3/10/2024
Very Good
200

GREENTREE LN
200

CLAIBORNE WEST AVE

CARDIFF WAY
R
AC
2 265
34 8,222
86 3/10/2024
Very Good
201

GREENWOOD ST
201

EVERGREEN AVE

CREEKSIDE LN
R
AC/AC
2 736
32 23,645
94 3/10/2024
Very Good
202

HADAR WY
202

ANSER LN
W END
R
AC
2 268
32 11,235
89 3/10/2024
Very Good
203

HAGEN HEIGHTS
203

STADLER ST

HARMON HEIGHTS
R
AC
2 1,080
32 32,745
45 3/10/2024
Poor
204

HALF MOON LN
204

MIDNIGHT SUN DR
N END
R
AC
2 304
32 12,400
92 3/10/2024
Very Good
205

HARDWICK AV
205

BROOKSIDE LN

RING RANCH RD
R
AC/AC
2 874
34 29,560
91 3/10/2024
Very Good
206

HARMON HEIGHTS
206

HAGEN HEIGHTS

W PALMER AVE
R
AC
2 560
32 17,138
58 3/10/2024
Fair
206

HARMON HEIGHTS
206A

PALMER AVE

NICKLAUS
R
AC
2 508
32 16,469
86 3/10/2024
Very Good
207

HARVEST CT
207

HELEN AV
W END
R
AC
2 211
32 9,961
85 3/10/2024
Very Good
209

HEIDI CIR
209

TRINETTE DR
END
R
AC/AC
2 261
34 10,563
82 3/10/2024
Very Good
210

HELEN AV
210

REDWOOD ST

ROLLINGWOOD ST
R
AC
2 600
32 24,433
83 3/10/2024
Very Good
211

HICKORY TREE LN
211

E CLAIRBORNE AVE

HURSTLAND AVE
R
AC
2 537
34 15,817
89 3/10/2024
Very Good
212

HIGH RIDGE DR
212
END
END
R
AC/AC
2 2,415
32 79,146
91 3/10/2024
Very Good
213

HIGHLAND CT
213

GLEN HILL LN
END
R
AC
2 437
34 17,544
89 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214A
N. CITY LIMITS (SB ONLY)

COUGAR WY
A
AC
2 790
25 23,750
72 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214B

COUGAR WY

VILLAGE GREEN WY
A
AC
2 1,548
42 50,042
79 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214C

VILLAGE GREEN WY

BEGIN DIVIDED HWY
A
AC
2 1,547
42 48,665
66 3/10/2024
Fair
214

HIGHLAND SPRINGS AV
214D

BEGIN DIVIDED HWY

OAK VALLEY PKWY
A
AC
2 1,398
42 40,602
88 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214E

OAK VALLEY PKWY

SUNDANCE DR
A
AC
2 1,231
65 37,507
90 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214F

SUNDANCE DR

STARLIGHT AVE
A
AC
2 1,130
65 42,929
87 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214G

STARLIGHT AVE
8TH ST
A
AC
2 1,501
65 55,187
83 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214H
8TH ST
6TH ST
A
AC
2 1,252
65 48,146
65 3/10/2024
Fair
214

HIGHLAND SPRINGS AV
2141
6TH ST

RR OVERCROSSING
A
AC
2 1,228
80 67,870
67 3/10/2024
Fair
214

HIGHLAND SPRINGS AV
214J

RR OVERCROSSING
2ND ST
A
AC
2 770
46 37,986
55 3/10/2024
Fair
214

HIGHLAND SPRINGS AV
214K
2ND ST
1ST ST
A
AC
2 786
46 41,254
62 3/10/2024
Fair
214

HIGHLAND SPRINGS AV
214L
1ST ST

POTRERO BLVD
A
AC
2 1,297
44 59,255
83 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214M

POTRERO BLVD

GLEN EAGLES DR
A
AC
2 1,768
44 61,470
81 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214N

GLEN EAGLES DR

CROOKED CREEK
A
AC
2 762
44 24,109
80 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214O

CROOKED CREEK

BRECKENRIDGE DR / END HWY
C
AC
2 1,614
20 71,846
79 3/10/2024
Very Good
214

HIGHLAND SPRINGS AV
214P

BRECKENRIDGE DR

SOUTH END
C
AC
2 945
20 28,713
67 3/10/2024
Fair
214

HIGHLAND SPRINGS AV
214O

WIDTH CHANGE

S CITY LIMIT
C
AC
2 433
20 6,714
74 3/10/2024
Very Good
215

HILLVIEW ST
215

EVERGREEN AVE

CREEKSIDE LN
R
AC
2 849
32 28,687
84 3/10/2024
Very Good
216

HOGAN DR
216

HARMON HEIGHTS

TREVINO TRAIL
R
AC
2 2,088
32 63,137
89 3/10/2024
Very Good
216

HOGAN DR
216A

TREVINO TR
END
R
AC
2 471
32 17,166
69 3/10/2024
Fair
218

HOUSTONIA LN
218

MISTLETOE DR

SHAMROCK WY
R
AC
2 794
28 25,370
71 3/10/2024
Very Good
219

HOWARD WY
219

BROOKSIDE AVE

LIAM WAY
R
AC
2 185
34 6,700
67 3/10/2024
Fair
220

HUNTER MOON WY
220

RAIN LILY WY
W END
R
AC
2 1,210
32 42,394
62 3/10/2024
Fair
221

HURSTLAND AV
221

LIVE OAK LN
END
R
AC
2 814
34 29,775
77 3/10/2024
Very Good
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local

2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
•
PCI Date
Condition
Category
222

ILLINOIS AV
222
E 6TH ST
E 8TH ST
C
AC
2 1,070
32 40,364
38 3/10/2024
Poor
223

INDIGO ST
223

OAKVIEW DR

GOLDEN WAY
R
AC
2 835
32 29,377
91 3/10/2024
Very Good
224

IRIS ST
224

OAKVIEW DR

ROSE AVE
R
AC
2 142
32 6,478
93 3/10/2024
Very Good
225

IRWIN ST
225

PALMER AVE
S END
R
AC
2 660
32 25,064
51 3/10/2024
Fair
226

IVORY AV
226

BANYON ST

FLAMINGO ST
R
AC
2 456
32 16,448
82 3/10/2024
Very Good
227
IVY CT
227

STARGAZER ST
END
R
AC
2 260
32 9,775
89 3/10/2024
Very Good
228
IVY LN
228

N LARKSPUR LN

SUNDANCE DR
R
AC
2 112
32 3,431
94 3/10/2024
Very Good
228
IVY LN
228A

SUNDANCE DR

MOSS ROSE WY
R
AC
2 112
32 4,371
69 3/10/2024
Fair
229

JACK TER
229

HOGAN DR
END
R
AC
2 288
32 11,717
88 3/10/2024
Very Good
230

JACKSON CT
230

LENORE CT
W END
R
AC
2 754
32 30,041
83 3/10/2024
Very Good
231

JADE CT
231

ROSE AVE
END
R
AC
2 127
32 6,669
90 3/10/2024
Very Good
232

JENSON WY
232

WENG STAR ST

WINTER PINE ST
R
AC
2 221
34 6,834
98 3/10/2024
Very Good
233

JON GILBERT LN
233

AGNES ST

ANNA LN
R
AC
2 428
34 15,680
35 3/10/2024
Poor
234

JONABELL WY
234

RING RANCH RD

TIMBERBAY LN
R
AC/AC
2 550
34 19,156
88 3/10/2024
Very Good
235

JONES WY
235

PALMER AVE

MILLER PL
R
AC
2 525
32 15,576
85 3/10/2024
Very Good
236

JUNIPER LN
236

N LARKSPUR LN

CLOVER WY
R
AC
2 285
32 10,717
76 3/10/2024
Very Good
237

KATHERINE CT
237

N DEODAR DR
END
R
AC
2 457
32 15,878
87 3/10/2024
Very Good
238

KELLY ST
238

BRUTUS WY

RANCHO VISTA DR
R
AC/AC
2 537
32 12,482
92 3/10/2024
Very Good
238

KELLY ST
238A

BRUTUS WY

HIGH RIDGE DR
R
AC/AC
2 338
32 7,352
88 3/10/2024
Very Good
239

KINN AV
239

TARGA LN
S END
R
AC
2 246
32 11,883
86 3/10/2024
Very Good
240

KIRBY CT
240

COUGAR WY
END
R
AC/AC
2 284
34 10,340
89 3/10/2024
Very Good
241

KITE ST
241

DEMARET DR
END
R
AC
2 522
32 18,441
87 3/10/2024
Very Good
242

KOBE ST
242

TARGA LN

BROWNIE WY
R
AC
2 578
32 22,631
69 3/10/2024
Fair
243

KYLIE CT
243

CYRISE LN
S END
R
AC
2 248
32 11,938
90 3/10/2024
Very Good
244

LA COSTA CT
244

LAKESIDE AVE
END
R
AC
2 184
32 8,197
90 3/10/2024
Very Good
245

LA QUINTA CT
245

LAKEVIEW ST
END
R
AC
2 215
32 7,980
89 3/10/2024
Very Good
246

LAKESIDE AV
246

OAKVIEW DR

SPYGLASS CT
R
AC
2 1,270
32 45,794
84 3/10/2024
Very Good
247

LAKEVIEW ST
247

CLASSIC AVE
END
R
AC
2 959
32 39,821
90 3/10/2024
Very Good
248

LANA WY
248

WOODBURN CIR

OLIVE AVE
R
AC
2 1,155
34 41,303
83 3/10/2024
Very Good
249

LANAI ST
249

SENECA SPRINGS BLVD

DWYER AV
R
AC
2 128
32 4,746
79 3/10/2024
Very Good
250

LEAF ST
250

LOMA AV

LENORE CT
R
AC
2 664
32 29,461
82 3/10/2024
Very Good
251

LEEDS AV
251
E 1ST ST

REDWOOD ST
R
AC
2 136
66 8,642
79 3/10/2024
Very Good
252

LELAND ST
252

LUNA AV

EMORY AV
R
AC
2 1,190
32 46,090
81 3/10/2024
Very Good
252

LELAND ST
252A

EMORY AV

COLD SPRING AV
R
AC
2 624
32 25,660
88 3/10/2024
Very Good
253

LEMON AV
253

CHERRY VALLEY ACRES

ALEXE ST
R
AC
2 503
34 20,972
69 3/10/2024
Fair
253

LEMON AV
253A

BROOKSIDE AVE

CHERRY VALLEY ACRES
R
AC
2 1,205
34 63,068
72 3/10/2024
Very Good
254

LENORE CT
254

LEAF ST
N END
R
AC
2 1,042
34 38,795
79 3/10/2024
Very Good
255

LESLIE ST
255

COLD SPRING AV

SITARA AV
R
AC
2 268
32 8,526
84 3/10/2024
Very Good
256

LIAM WY
256

MIRANDA LN

SHANE LN
R
AC
2 314
34 12,648
73 3/10/2024
Very Good
257

LIATRIS WY
257

BURGUNDY ROSE WY

SEA LAVENDER LN
R
AC
2 448
32 14,367
94 3/10/2024
Very Good
258

LILIES WY
258

SWEETPEA LN

SEA LAVENDER LN
R
AC
2 1,163
32 37,943
57 3/10/2024
Fair
259

LINKSMAN DR
259

OAK VALLEY PKWY

BALATA ST
C
AC
2 566
70 30,598
81 3/10/2024
Very Good
260

LIONS LAIR RD
260

LEMON AVE

PANTHER LN
R
AC
2 483
34 15,279
77 3/10/2024
Very Good
262

LIVE OAK LN
262

HURSTLAND AVE

EAST CLAIRBORNE
R
AC
2 502
34 14,864
84 3/10/2024
Very Good
263

LOCKE LN
263

BYRON TR

STOCKTON ST
R
AC
2 168
32 4,675
77 3/10/2024
Very Good
264

LOGAN AV
264

ESTANCIA ST

OLYMPIC ST
R
AC
2 266
32 16,122
83 3/10/2024
Very Good
265

LOIS LN
265

VASILI LN
END
R
AC/AC
2 413
34 17,184
49 3/10/2024
Poor
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local
Page Af4Af 2775
2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
PCI Date
Condition
Category
266

LOMA AV
266

LEAF ST
END
R
AC
2 404
32 16,175
79 3/10/2024
Very Good
267

LONG DR
267

TEE TIME
END
R
AC
2 1,301
32 47,290
87 3/10/2024
Very Good
267

DOUBLE EAGLE AVE
267B

TEE TIME ST

CADDIE ST
R
AC
2 732
32 26,667
89 3/10/2024
Very Good
268

LOTUS AV
268

LEAF ST

SENECA SPRINGS PKWY
R
AC
2 626
32 23,142
69 3/10/2024
Fair
268

LOTUS AV
268A

SENECA SPRINGS PKWY

ESTANCIA ST
R
AC
2 117
32 4,257
90 3/10/2024
Very Good
269

LUCILLE CT
269

VASILI LN
END
R
AC
2 413
34 17,293
39 3/10/2024
Poor
270

LYRA WY
270

DESERT STAR DR

WATERLEAF CT
R
AC
2 1,172
32 36,537
92 3/10/2024
Very Good
271

LYTHRUM CT
271

SARDONIA WY
N END
R
AC
2 311
32 13,635
53 3/10/2024
Fair
272

MAGNOLIA AV
272
E 1ST ST
GATE
R
AC
2 513
38 25,571
60 3/10/2024
Fair
272

MAGNOLIA AV
272A
E 12TH ST
E 11TH ST
R
AC
2 1,075
36 34,787
35 3/10/2024
Poor
272

MAGNOLIA AV
272A1
E 11TH ST
E 10TH ST
R
AC/AC
2 510
36 18,973
98 3/10/2024
Very Good
272

MAGNOLIA AV
272B
E 10TH ST
E 8TH ST
R
AC/AC
2 1,056
36 38,867
98 3/10/2024
Very Good
272

MAGNOLIA AV
272C
E 8TH ST
E 7TH ST
R
AC/AC
2 479
38 14,532
98 3/10/2024
Very Good
272

MAGNOLIA AV
272D
E 7TH ST
E 6TH ST
R
AC/AC
2 724
38 31,684
98 3/10/2024
Very Good
272

MAGNOLIA AV
272E
E 6TH ST
E 5TH ST
R
AC/AC
2 510
38 20,917
33 3/10/2024
Poor
273

MALAGA AV
273

SENECA SPRINGS BLVD

OLYMPIC ST
R
AC
2 456
32 20,343
90 3/10/2024
Very Good
275

MANZANITA PARK RD
275A

POTRERO BLVD

WIDTH CHANGE S/O BROWNIE WY
R
AC
2 847
46 35,374
64 3/10/2024
Fair
275

MANZANITA PARK RD
275B

WIDTH CHANGE S/O BROWNIE WY

SENECA SPRINGS PKWY
R
AC
2 919
24 27,127
55 3/10/2024
Fair
275

MANZANITA PARK RD
275C

SENECA SPRINGS PKWY
S. CITY LIMITS
R
AC
2 1,470
24 27,266
44 3/10/2024
Poor
276

MAPLE AV
276
E 1ST ST

PAVE CHANGE
R
AC
2 473
38 18,862
13 3/10/2024
Very Poor
276

MAPLE AV
276A

PAVE CHANGE
E 3RD ST
R
AC
2 577
38 23,174
73 3/10/2024
Very Good
276

MAPLE AV
276B

DONNA DR
N END
R
AC/AC
2 406
36 20,973
95 3/10/2024
Very Good
276

MAPLE AV
276C
E 13TH ST
E 12TH ST
R
AC/AC
2 1,133
36 31,723
98 3/10/2024
Very Good
276

MAPLE AV
276D
E 11TH ST
E 8TH ST
R
AC
2 1,616
42 70,736
32 3/10/2024
Poor
276

MAPLE AV
276E
E 7TH ST
E 6TH ST
R
AC/AC
2 527
40 21,143
46 3/10/2024
Poor
276

MAPLE AV
276F
E 6TH ST
E 5TH ST
R
AC/AC
2 510
40 20,726
24 3/10/2024
Very Poor
277

MARIPOSA PL
277

SUNBURST DR

DAISY DR
R
AC
2 1,021
32 31,296
71 3/10/2024
Very Good
278

MARR DR
278
Bean St
End
R
AC
2 714
32 24,307
58 3/10/2024
Fair
279

MARSHALL RD
279

COUGAR WAY

COUGAR RANCH RD
R
AC
2 187
34 4,903
83 3/10/2024
Very Good
279

MARSHALL RD
279A

COUGAR WY

ORO LEAF ST
R
AC
2 183
34 5,505
96 3/10/2024
Very Good
280

MASSACHUSETTS AV
280
NORTH END (@ 13TH ST)

SOUTH END
R
AC/AC
2 1,593
32 55,811
97 3/10/2024
Very Good
280

MASSACHUSETTS AV
280A
E 11TH ST
E 8TH ST
R
AC/AC
2 1,673
36 58,336
96 3/10/2024
Very Good
280

MASSACHUSETTS AV
280B
E 8TH ST
E 6TH ST
R
AC/AC
2 1,043
36 44,809
96 3/10/2024
Very Good
280

MASSACHUSETTS AV
280C
E 6TH ST
S END
R
AC
2 582
36 19,757
48 3/10/2024
Poor
281

MASTERS AV
281

LAKEVIEW ST

TOURNAMENT WAY
R
AC
2 401
32 12,854
84 3/10/2024
Very Good
281

MASTERS AV
281A

TOURNAMENT AVE

OAKVIEW DR
R
AC
2 184
32 4,161
94 3/10/2024
Very Good
283

MEADOW CREST RD
283

CEDARVIEW DR

CANYON CREST RD
R
AC/AC
2 464
34 16,222
88 3/10/2024
Very Good
285

MELISSA CT
285

DEBORAH PL
END
R
AC
2 229
34 10,695
44 3/10/2024
Poor
286

MERRY LN
286

EDGAR AV
N END
R
AC
2 387
32 15,919
77 3/10/2024
Very Good
287

MESQUITE VIS
287

BROWN BEAR TRAIL
END
R
AC
2 423
34 14,954
87 3/10/2024
Very Good
288

MICHIGAN AV
288A
N END

OAK VALLEY PKWY
R
AC
2 776
36 26,631
41 3/10/2024
Poor
288

MICHIGAN AV
288B

OAK VALLEY PKWY

S/O SHELBY ST (PAVE CHANGE)
R
AC
2 581
36 16,290
92 3/10/2024
Very Good
288

MICHIGAN AV
288C

SHELBY ST
13TH ST
R
AC
2 829
36 29,290
96 3/10/2024
Very Good
288

MICHIGAN AV
288D
13TH ST
12TH
R
AC
2 1,165
36 39,603
91 3/10/2024
Very Good
288

MICHIGAN AV
288E
E 12TH ST
E 11TH ST
R
AC
2 1,060
36 39,272
90 3/10/2024
Very Good
288

MICHIGAN AV
288F
11TH ST
10TH ST
R
AC/AC
2 560
36 21,280
95 3/10/2024
Very Good
288

MICHIGAN AV
288G
10TH ST
9TH ST
R
AC/AC
2 560
36 19,766
91 3/10/2024
Very Good
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local

2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
•
PCI Date
Condition
Category
288

MICHIGAN AV
288H
9TH ST
8TH ST
R
AC/AC
2 504
36 21,341
80 3/10/2024
Very Good
288

MICHIGAN AV
2881
8TH ST
7TH ST
R
AC/AC
2 560
36 23,118
85 3/10/2024
Very Good
288

MICHIGAN AV
288J
7TH ST
6TH ST
R
AC/AC
2 496
36 22,322
79 3/10/2024
Very Good
288

MICHIGAN AV
288K
E 6TH ST
S END
R
AC/AC
2 598
36 25,200
25 3/10/2024
Poor
288

MICHIGAN AV
288L
E 1ST ST

POTRERO BLVD
R
AC
2 1,188
24 32,397
29 3/10/2024
Poor
289

MIDDLECOFF CT
289

JONES WAY
W END
R
AC
2 618
32 20,787
87 3/10/2024
Very Good
289

MIDDLECOFF CT
289A

JONES WAY
E END
R
AC
2 623
32 21,611
84 3/10/2024
Very Good
290

MIDNIGHT SUN DR
290

NEW DAWN LN

SILVER TORCH DR
R
AC
2 840
32 25,692
92 3/10/2024
Very Good
290

MIDNIGHT SUN DR
290A

SILVER TORCH DR

FALL BROOK RD
R
AC
2 1,289
32 39,179
95 3/10/2024
Very Good
291

MILLER PL
291
W END
E END
R
AC
2 1,446
32 50,565
86 3/10/2024
Very Good
292

MIRANDA LN
292

CHERRY VALLEY ACRES LN

LIAM WAY
R
AC
2 982
34 35,932
71 3/10/2024
Very Good
293

MISTLETOE DR
293

AMARYLLIS RD

TULIP CIR
R
AC
2 797
32 25,528
84 3/10/2024
Very Good
294

MOCKINGBIRD CIR
294

CARDINAL ST
END
R
AC
2 97
53 5,679
65 3/10/2024
Fair
295

MOIRA ST
295

PENNSYLVANIA AV

SCOTT AV
R
AC
2 325
32 12,505
67 3/10/2024
Fair
296

MONIKA CT
296

VASILI LN
END
R
AC
2 413
34 17,080
58 3/10/2024
Fair
297

MOONLIGHT DR
297

SILVER TORCH DR

NEW DAWN LN
R
AC
2 818
32 24,431
94 3/10/2024
Very Good
298

MORGAN AV
298

W MONTE VERDE DR

BROOKSIDE AVE
R
AC
2 1,127
32 38,113
89 3/10/2024
Very Good
299

MORRIS ST
299
Palmer Ave
Venturi Ave
R
AC
2 1,223
32 37,100
62 3/10/2024
Fair
300

MOSS ROSE WY
300

NIGHTHAWK PL

SAND PIPER DR
R
AC
2 1,067
32 35,413
67 3/10/2024
Fair
301

MOUNTAIN VIEW TRAIL
301
END
END
R
AC/AC
2 1,088
34 41,357
88 3/10/2024
Very Good
304

NEW DAWN LN
304

MIDNIGHT SUN DR
END
R
AC
2 646
32 23,740
92 3/10/2024
Very Good
305

NEWBURN CT
305

ROLLINGWOOD ST
N END
R
AC
2 726
32 32,414
84 3/10/2024
Very Good
306

NEWTON ST
306

LOTUS AV

GOTHIC AV
R
AC
2 626
32 22,493
64 3/10/2024
Fair
308

NICHOLAS RD
308
W 4TH ST
N END
R
AC
2 1,315
68 101,898
69 3/10/2024
Fair
309

NICKLAUS NK
309

PALMER AVE
END
R
AC
2 387
32 15,909
86 3/10/2024
Very Good
310

NIGHTHAWK PL
310

MOSS ROSE WY

JADE MOON LN
R
AC
2 602
32 19,747
63 3/10/2024
Fair
311

NILSEN CT
311

RANCHO VISTA DR
END
R
AC/AC
2 436
32 17,348
91 3/10/2024
Very Good
313

NORMANDY RD
313

CALUMENT AVE

WINDBOUND AVE
R
AC
2 585
34 20,977
90 3/10/2024
Very Good
314

NUTWOOD AV
314

LELAND ST

FLAMINGO ST
R
AC
2 758
32 28,663
86 3/10/2024
Very Good
315

OAK VALLEY PKWY
315A

CITY LIMIT NORTHWEST

PALMER AVE
A
AC
2 2,769
40 111,146
72 3/10/2024
Very Good
315

OAK VALLEY PKWY
315B

PALMER AVE

CITY LIMITS W/ TUKWET CANYON PKWY
A
AC
2 5,745
36 210,743
74 3/10/2024
Very Good
315
OAI< VALLEY PKWY
315C

CITY LIMITS E/ TUKWET CANYON PKWY

LINKSMAN DR
A
AC
2 3,400
72 209,040
78 3/10/2024
Very Good
315

OAK VALLEY PKWY
315D

LINKSMAN DR

POTRERO BLVD
A
AC
2 1,851
72 115,967
77 3/10/2024
Very Good
315

OAK VALLEY PKWY
315E

POTRERO BLVD

DESERT LAWN DR
A
AC
2 2,560
72 221,174
87 3/10/2024
Very Good
315

OAK VALLEY PKWY
315F

DESERT LAWN DR
1-10 BRIDGE DECK
A
AC
4 1,459
56 88,581
48 3/10/2024
Poor
315

OAK VALLEY PKWY
315G
1-10 BRIDGE DECK

GOLF CLUB DR
A
AC
4 1,356
56 90,590
61 3/10/2024
Fair
315

OAK VALLEY PKWY
315H

GOLF CLUB DR

OAK VIEW DR
A
AC
4 1,152
56 81,311
73 3/10/2024
Very Good
315

OAK VALLEY PKWY
3151

OAK VIEW DR

NOBLE CREEK BRIDGE DECK
A
AC/AC
4 1,157
60 71,916
91 3/10/2024
Very Good
315

OAK VALLEY PKWY
315J

NOBLE CREEK BRIDGE DECK

ELM AVE
A
AC/AC
4 2,182
60 141,980
88 3/10/2024
Very Good
315

OAK VALLEY PKWY
315K

ELM AVE

BEAUMONT AVE
A
AC
4 2,187
60 150,191
89 3/10/2024
Very Good
315

OAK VALLEY PKWY
315L

BEAUMONT AVE

PALM AVE
A
AC
4 1,694
56 98,885
76 3/10/2024
Very Good
315

OAK VALLEY PKWY
315M

PALM AVE

CHERRY AVE
A
AC
2 2,219
56 133,162
82 3/10/2024
Very Good
315

OAK VALLEY PKWY
315N

CHERRY AVE

STARLIGHT AVE
A
AC
4 2,795
56 180,102
84 3/10/2024
Very Good
315

OAK VALLEY PKWY
315O

STARLIGHT AVE

HIGHLAND SPRINGS AVE
A
AC
4 2,660
56 177,613
78 3/10/2024
Very Good
316

OAKHURST CT
316

N DEODAR DR
END
R
AC
2 457
32 16,624
82 3/10/2024
Very Good
317

OAKVALLEY VILLAGE CIR
317

GOLF CLUB DR

GOLF CLUB DR
R
AC
2 1,398
38 51,113
43 3/10/2024
Poor
318

OAKVIEW DR
318A

BROOKSIDE AVE

GOLF AVE
C
AC
2 1,003
32 46,963
88 3/10/2024
Very Good
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local
Page Ni3il2c3f 2775
2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
•
PCI
•
PCI Date
Condition
Category
318

OAKVIEW DR
318B

GOLF AVE

INDIGO ST
C
AC
2 1,574
32 77,115
91 3/10/2024
Very Good
318

OAKVIEW DR
318C

INDIGO ST

PARKVIEW ST
C
AC
2 1,306
32 62,369
89 3/10/2024
Very Good
318

OAKVIEW DR
318D

PARKVIEW ST

FAIRWAY DR
C
AC
2 1,428
32 73,962
95 3/10/2024
Very Good
318

OAKVIEW DR
318E

FAIRWAY DR

PAK VALLEY PKWY
C
AC
2 502
32 31,491
95 3/10/2024
Very Good
319

OGRADY CT
319
Pepper Dr
N End
R
AC
2 445
32 15,437
85 3/10/2024
Very Good
319

OGRADY CT
319A
Pepper Dr
S End
R
AC
2 356
32 14,549
85 3/10/2024
Very Good
320

OLIVE AV
320
B ST
W 4TH ST
R
AC/AC
2 307
34 11,642
21 3/10/2024
Very Poor
320

OLIVE AV
320A
W 4TH ST
S END
R
AC/AC
2 824
32 25,719
63 3/10/2024
Fair
320

OLIVE AV
320B
13TH ST

LANA WAY
R
AC
2 790
34 24,870
49 3/10/2024
Poor
320

OLIVE AV
320C
END
END
R
AC
2 978
36 34,975
54 3/10/2024
Fair
321

OLYMPIC ST
321

LOGAN AV

MALAGA AV
R
AC
2 1,075
32 37,811
89 3/10/2024
Very Good
322

ORANGE AV
322A

OAK VALLEY PKWY
13TH ST
C
AC
2 1,304
38 45,908
92 3/10/2024
Very Good
322

ORANGE AV
322B
13TH ST
12TH ST
C
AC
2 1,185
38 42,037
89 3/10/2024
Very Good
322

ORANGE AV
322C
12TH ST
11TH ST
C
AC
2 1,069
38 39,263
88 3/10/2024
Very Good
322

ORANGE AV
322D
11TH ST
10TH ST
C
AC/AC
2 559
38 21,861
92 3/10/2024
Very Good
322

ORANGE AV
322E
10TH ST
9TH ST
C
AC/AC
2 559
38 22,289
93 3/10/2024
Very Good
322

ORANGE AV
322F
9TH ST
8TH ST
C
AC/AC
2 514
38 22,273
86 3/10/2024
Very Good
322

ORANGE AV
322G
E 8TH ST
E 6TH ST
C
AC/AC
2 1,058
38 46,136
92 3/10/2024
Very Good
322

ORANGE AV
322H
E 6TH ST
E 5TH ST
C
AC/AC
2 479
38 20,994
42 3/10/2024
Poor
323

ORO LEAF ST
323

TIFFANY LN
END
R
AC
2 387
34 14,625
85 3/10/2024
Very Good
324

PACIFIC TRAILS WY
324

CEDARVIEW DR
END
R
AC/AC
2 297
34 12,506
87 3/10/2024
Very Good
325

PAISLEY CT
325

BENCHMARK ST
S END
R
AC
2 414
32 18,284
84 3/10/2024
Very Good
326

PALM AV
326

COUGAR WAY
END
C
AC
2 818
34 29,083
81 3/10/2024
Very Good
326

PALM AV
326A

COUGAR WY
125' S/O WINTER PINE ST
C
AC
2 609
52 23,580
86 3/10/2024
Very Good
326

PALM AV
326B
125' S/O WINTER PINE ST

CEDAR VIEW DR
C
AC/AC
2 656
56 44,561
94 3/10/2024
Very Good
326

PALM AV
326C

CEDAR VIEW DR

BIRCHWOOD DR
C
AC
2 971
56 60,855
87 3/10/2024
Very Good
326

PALM AV
326D

BIRCHWOOD DR

OAK VALLEY PKWY
C
AC
2 450
56 29,642
79 3/10/2024
Very Good
326

PALM AV
326E

OAK VALLEY PKWY
13TH ST
C
AC
2 1,243
56 75,340
74 3/10/2024
Very Good
326

PALM AV
326F
13TH ST
12TH ST
C
AC
2 1,186
56 70,595
80 3/10/2024
Very Good
326

PALM AV
326G
12TH ST
11TH ST
C
AC
2 1,120
58 67,371
79 3/10/2024
Very Good
326

PALM AV
326H
11TH ST
10TH ST
C
AC
2 557
58 34,897
70 3/10/2024
Very Good
326

PALM AV
3261
10TH ST
9TH ST
C
AC
2 560
58 36,331
81 3/10/2024
Very Good
326

PALM AV
326J
9TH ST
8TH ST
C
AC
2 466
58 33,585
79 3/10/2024
Very Good
326

PALM AV
326K
8TH ST
7TH ST
C
AC
2 558
58 32,883
67 3/10/2024
Fair
326

PALM AV
326L
7TH ST
6TH ST
C
AC
2 560
58 33,892
63 3/10/2024
Fair
326

PALM AV
326M
E 6TH ST
E 5TH ST
C
AC/AC
2 560
58 30,829
89 3/10/2024
Very Good
327

PALMER AV
327A

OAK VALLEY PKWY

MORRIS ST
A
AC
2 1,544
52 72,245
76 3/10/2024
Very Good
327

PALMER AV
327B

MORRIS ST

ARMOUR AVE
A
AC
2 1,223
52 64,465
81 3/10/2024
Very Good
327

PALMER AV
327C

ARMOUR AVE

JONES WY
A
AC
2 1,549
52 80,106
82 3/10/2024
Very Good
327

PALMER AV
327D

JONES WY

HARMON HEIGHTS RD
A
AC
2 883
52 41,399
81 3/10/2024
Very Good
327

PALMER AV
327E

HARMON HEIGHTS RD

CHAPPELL WY
A
AC
2 969
52 49,540
76 3/10/2024
Very Good
327

PALMER AV
327F

CHAPPELL WY

TREVINO TRL
A
AC
2 842
52 42,551
75 3/10/2024
Very Good
327

PALMER AV
327G

TREVINO TRL

CITY LIMIT S/O ENGLEMAN DR
A
AC
2 411
52 21,364
57 3/10/2024
Fair
328

PALO ALTO AV
328
E 8TH ST

EUREKA ST
R
AC
2 621
28 19,174
48 3/10/2024
Poor
329

PANTHER LN
329

CHERRY VALLEY ACRES LN
END
R
AC
2 1,033
34 38,618
80 3/10/2024
Very Good
330

PARKVIEW ST
330

OAKVIEW DR

EVERGREEN AVE
R
AC
2 204
32 6,279
77 3/10/2024
Very Good
331

PARKWAY DR
331
END

CONNOR CT
R
AC/AC
2 965
32 31,482
91 3/10/2024
Very Good
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing AC, A - Arterial, C - Collector, R - Residential/Local
Page NI92c3f 2775
2/20/2025

NCE
City of Beaumont
2025 Pavement Management Program Update
Streets Network Inventory
Sorted by Name
Street ID
Street Name
Section
ID
Beg Location
End Location
Functional
Class
Surface
Type
Lanes
Length (LF)
Width (LF)
Area (SF)
PCI
•
PCI Date
Condition
Category
332

PAVO DR
332

RIGEL ST

APOLLO WY
R
AC
2 262
32 8,960
92 3/10/2024
Very Good
333

PEARL ST
333

WELLWOOD AV

EDGAR AV
R
AC
2 786
32 27,089
85 3/10/2024
Very Good
334

PENNSYLVANIA AV
334A

OAK VALLEY PKWY
13TH ST
C
AC
2 1,305
38 50,656
66 3/10/2024
Fair
334

PENNSYLVANIA AV
334B
13TH ST
12TH ST
C
AC
2 1,185
38 48,378
69 3/10/2024
Fair
334

PENNSYLVANIA AV
334C
12TH ST
11TH ST
C
AC
2 1,120
38 43,221
68 3/10/2024
Fair
334

PENNSYLVANIA AV
334D
11TH ST
10TH ST
C
AC
2 560
38 21,653
75 3/10/2024
Very Good
334

PENNSYLVANIA AV
334E
10TH ST
9TH ST
C
AC
2 559
38 22,675
69 3/10/2024
Fair
334

PENNSYLVANIA AV
334F
9TH ST
8TH ST
C
AC
2 473
38 21,319
65 3/10/2024
Fair
334

PENNSYLVANIA AV
334G
E 8TH ST
E 6TH ST
C
AC
2 1,030
38 43,476
56 3/10/2024
Fair
334

PENNSYLVANIA AV
334H
E 6TH ST
1-10 OVERPASS
C
AC
2 636
38 28,702
98 3/10/2024
Very Good
334

PENNSYLVANIA AV
3341
1-10
E 3RD ST
C
AC
2 878
42 48,138
97 3/10/2024
Very Good
334

PENNSYLVANIA AV
334J
3RD ST
1ST ST
C
AC
2 1,120
42 46,349
97 3/10/2024
Very Good
334

PENNSYLVANIA AV
334K
1ST ST
END
C
AC
2 1,040
32 43,443
30 3/10/2024
Poor
335

PERIWINKLE LN
335

SHAMROCK WY

MANDRAKE WY
R
AC
2 579
28 19,465
78 3/10/2024
Very Good
336

PERKINS CIR
336

RANCHO VISTA DR
END
R
AC/AC
2 262
32 10,739
89 3/10/2024
Very Good
337

PETUNIA CT
337

SEA LAVENDER LN
E END
R
AC
2 332
32 13,198
78 3/10/2024
Very Good
338

PHOENIX DR
338

POLARIS LN

SUNBURST DR
R
AC
2 749
32 23,655
80 3/10/2024
Very Good
339

PICARD PL
339

TREVINO TR
END
R
AC
2 682
32 23,966
38 3/10/2024
Poor
340

PINEBOURNE CIR
340

LANA WAY
END
R
AC
2 528
34 19,303
90 3/10/2024
Very Good
341

PINERIDGE CIR
341

LAKESIDE AVE
END
R
AC
2 356
32 15,335
89 3/10/2024
Very Good
342

PINNACLE ST
342

LAKESIDE AVE

OAKVIEW DR
R
AC
2 441
32 13,291
85 3/10/2024
Very Good
343

PLAYA ST
343

SIERRA AV

LUNA AV
R
AC
2 466
32 16,721
86 3/10/2024
Very Good
344

POLARIS LN
344

SUNBURST DR

DEL SOL WY
R
AC
2 868
32 27,376
69 3/10/2024
Fair
345

POPPY CT
345

SMOKE TREE LN
W END
R
AC
2 996
32 36,313
86 3/10/2024
Very Good
346

PUMA CT
346

PALM AVE
END
R
AC
2 72
34 4,899
80 3/10/2024
Very Good
347

QUAIL SUMMIT DR
347

COUGAR WAY
END
R
AC
2 881
34 31,163
82 3/10/2024
Very Good
348

QUEEN ANNES LN
348

SNAPDRAGON WY

CARNATION LN
R
AC
2 1,384
32 42,030
77 3/10/2024
Very Good
349

RADKA AV
349
E 10TH ST
N END
R
AC
2 1,085
32 38,587
44 3/10/2024
Poor
350

RAIN LILY WY
350

HUNTER MOON WY

SHOOTING STAR DR
R
AC
2 762
32 24,418
84 3/10/2024
Very Good
351

RANCHO VISTA DR
351

PERKINS CIR

NILSEN CT
R
AC/AC
2 905
32 27,175
90 3/10/2024
Very Good
352

REDWOOD ST
352

GRAHAM AV

HELEN AV
R
AC
2 602
32 19,065
86 3/10/2024
Very Good
353

RENA WY
353
ELM AV

OLIVE AV
R
AC
2 349
32 12,544
68 3/10/2024
Fair
354

RIGEL ST
354

SPICA DR

PAVO DR
R
AC
2 828
32 25,689
94 3/10/2024
Very Good
355

RING RANCH RD
355A

CALUMET AVE

HARDWICK AVE
C
AC/AC
2 766
34 33,111
82 3/10/2024
Very Good
355

RING RANCH RD
355B

HARDWICK AVE

JONABELL WY
C
AC/AC
2 912
34 39,617
84 3/10/2024
Very Good
355

RING RANCH RD
355C

JONABELL WY

CLAIBORNE WEST AVE
C
AC/AC
2 593
34 25,847
84 3/10/2024
Very Good
355

RING RANCH RD
355D

CLAIBORNE WEST AVE

WINDBOUND AVE
C
AC/AC
2 1,417
34 57,101
82 3/10/2024
Very Good
355

RING RANCH RD
355E

WINDBOUND AVE
END
C
AC/AC
2 144
34 9,024
70 3/10/2024
Very Good
356

RISCO CIR
356
W 4TH ST
S END
R
AC
2 368
34 16,341
41 3/10/2024
Poor
357