to interested parties upon request and shall post copies at the CONTRACTOR’S principal place of business and at the project site. It is the intent of the parties to effectuate the requirements of sections 1771, 1774, 1775, 1776, 1777.5, 1813, and 1815 of the Labor Code within this Agreement, and CONTRACTOR shall therefore comply with such Labor Code sections to the fullest extent required by law.
CONTRACTOR shall defend, indemnify and hold the CITY, its officials, officers, employees, agents, and volunteers free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.
B. Registration/DIR Compliance. If the services are being performed on a public works project of over $25,000 when the project is for construction, alteration, demolition, installation, or repair work, or a public works project of over $15,000 when the project is for maintenance work, in addition to the foregoing, then pursuant to Labor Code sections 1725.5 and 1771.1, CONTRACTOR and all subcontractors must be registered with the Department of Industrial Relations (“DIR”). CONTRACTOR shall maintain registration for the duration of the project and require the same of any subcontractors. This project may also be subject to compliance monitoring and enforcement by the DIR. It shall be CONTRACTOR’S sole responsibility to comply with all applicable registration and labor compliance requirements, including the submission of payroll records directly to the DIR. Any stop orders issued by the DIR against CONTRACTOR or any subcontractors that affect CONTRACTOR’S performance of services, including any delay, shall be CONTRACTOR’S sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered CONTRACTOR caused delay and shall not be compensable by CITY.
CONTRACTOR shall defend, indemnify and hold CITY, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against CONTRACTOR or any subcontractor.
C. Labor Certification. By its signature hereunder, CONTRACTOR certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code and agrees to comply with such provisions before commencing the performance of the Services.
D. Employment of Apprentices. CONTRACTOR and all subcontractors shall comply with the requirements of Labor Code sections 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.
E. CONTRACTOR or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code section 1777.1 or 1777.7. Any contract on a public works project entered into between the CONTRACTOR and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money November 7, 2023, Reg CC Mtg., Page # 148
that is paid or may have been paid to a debarred subcontractor by CONTRACTOR on the project shall be returned to CITY. The CONTRACTOR shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.
F. CONTRACTOR agrees to bind every subcontractor to the terms of the Agreement as far as such terms are applicable to subcontractor’s portion of the work.
CONTRACTOR shall be as fully responsible to CITY for the acts and omissions of its subcontractor and of persons either directly or indirectly employed by its subcontractor, as CONTRACTOR is for acts and omissions of persons directly employed by CONTRACTOR. Nothing contained in these Agreement shall create any contractual relationship between any subcontractor and CITY.
14. TERMINATION.
A. Except as otherwise provided, CITY may terminate this Agreement at any time with or without cause. Notice of termination shall be in writing.
B. CONTRACTOR may terminate this Agreement. Notice will be in writing at least 30 days before the effective termination date.
C. In the event of such termination, CONTRACTOR shall cease services as of the date of termination, all finished or unfinished documents, data, drawings, maps, and other materials prepared by CONTRACTOR shall, at CITY’s option, become CITY’s property, and CONTRACTOR will receive just and equitable compensation for any work satisfactorily completed up to the effective date of notice of termination.
D. Should the Agreement be terminated pursuant to this Section, CITY may procure on its own terms services similar to those terminated.
15. INDEMNIFICATION.
A. CONTRACTOR shall indemnify, defend with counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable attorneys fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's performance of work hereunder or its failure to comply with any of its obligations contained in this AGREEMENT, regardless of CITY’S passive negligence, but excepting such loss or damage which is caused by the sole active negligence or willful misconduct of CITY. Should CITY in its sole discretion find CONTRACTOR’S legal counsel unacceptable, then CONTRACTOR shall reimburse CITY its costs of defense, including without limitation reasonable attorneys fees, expert fees and all other costs and fees of litigation.
CONTRACTOR shall promptly pay any final judgment rendered against CITY (and its officers, officials, employees and volunteers) covered by this indemnity obligation. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State November 7, 2023, Reg CC Mtg., Page # 149
of California and will survive termination of this Agreement.
B. The requirements as to the types and limits of insurance coverage to be maintained by CONTRACTOR as required by Section 19, and any approval of said insurance by CITY, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by CONTRACTOR pursuant to this Agreement, including, without limitation, to the provisions concerning indemnification.
16. ASSIGNABILITY. This Agreement is for CONTRACTOR’s professional services.
CONTRACTOR’s attempts to assign the benefits or burdens of this Agreement without CITY’s written approval are prohibited and will be null and void.
17. INDEPENDENT CONTRACTOR. CITY and CONTRACTOR agree that THE CONTRACTOR will act as an independent contractor and will have control of all work and the manner in which it is performed. THE CONTRACTOR will be free to contract for similar service to be performed for other employees while under contract with CITY. CONTRACTOR is not an agent or employee of CITY and is not entitled to participate in any pension plan, insurance, bonus or similar benefits CITY provides for its employees. Any provision in this Agreement that may appear to give CITY the right to direct CONTRACTOR as to the details of doing the work or to exercise a measure of control over the work means that CONTRACTOR will follow the direction of the CITY as to end results of the work only.
18. AUDIT OF RECORDS.
A. THE CONTRACTOR agrees that CITY, or designee, has the right to review, obtain, and copy all records pertaining to the performance of this Agreement.
CONTRACTOR agrees to provide CITY, or designee, with any relevant information requested and will permit CITY, or designee, access to its premises, upon reasonable notice, during normal business hours for the purpose of interviewing employees and inspecting and copying such books, records, accounts, and other material that may be relevant to a matter under investigation for the purpose of determining compliance with this Agreement.
CONTRACTOR further agrees to maintain such records for a period of three (3) years following final payment under this Agreement.
B. CONTRACTOR will keep all books, records, accounts and documents pertaining to this Agreement separate from other activities unrelated to this Agreement.
19. CORRECTIVE MEASURES. CONTRACTOR will promptly implement any corrective measures required by CITY regarding the requirements and obligations of this Agreement. CONTRACTOR will be given a reasonable amount of time as determined by CITY to implement said corrective measures. Failure of CONTRACTOR to implement required corrective measures shall result in immediate termination of this Agreement.
November 7, 2023, Reg CC Mtg., Page # 150
20. INSURANCE REQUIREMENTS.
A. CONTRACTOR, at CONTRACTOR’s own cost and expense, shall procure and maintain, for the duration of the contract, the following insurance policies:
1. Workers Compensation Insurance as required by law. CONTRACTOR shall require all subcontractors similarly to provide such compensation insurance for their respective employees. Any notice of cancellation or non-renewal of all Workers’ Compensation policies must be received by CITY at least thirty (30) days prior to such change. The insurer shall agree to waive all rights of subrogation against CITY, its officers, agents, employees, and volunteers for losses arising from work performed by CONTRACTOR for CITY.
2. General Liability Coverage. CONTRACTOR shall maintain commercial general liability insurance in an amount of not less than one million dollars ($1,000,000) per occurrence for bodily injury, personal injury, and property damage. If a commercial general liability insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit.
3. Automobile Liability Coverage. CONTRACTOR shall maintain automobile liability insurance covering bodily injury and property damage for all activities of CONTRACTOR arising out of or in connection with the work to be performed under this Agreement, including coverage for owned, hired, and non-owned vehicles, in an amount of not less than one million dollars ($1,000,000) combined single limit for each occurrence.
4. Professional Liability Coverage. CONTRACTOR shall maintain professional errors and omissions liability insurance for protection against claims alleging negligent acts, errors, or omissions which may arise from CONTRACTOR’S operations under this Agreement, whether such operations be by CONTRACTOR or by its employees, subcontractors, or subcontractors. The amount of this insurance shall not be less than one million dollars ($1,000,000) on a claims-made annual aggregate basis, or a combined single-limit-per-occurrence basis. When coverage is provided on a “claims made basis,” CONTRACTOR will continue to renew the insurance for a period of three (3) years after this Agreement expires or is terminated.
Such insurance will have the same coverage and limits as the policy that was in effect during the term of this Agreement, and will cover CONTRACTOR for all claims made by CITY arising out of any errors or omissions of CONTRACTOR, or its officers, employees or agents during the time this Agreement was in effect.
B. Endorsements. Each general liability, automobile liability and professional liability insurance policy shall be issued by a financially responsible insurance company or companies admitted and authorized to do business in the State of November 7, 2023, Reg CC Mtg., Page # 151
California, or which is approved in writing by CITY, and shall be endorsed as follows. CONTRACTOR also agrees to require all contractors, and subcontractors to do likewise.
1. “The CITY, its elected or appointed officers, officials, employees, agents, and volunteers are to be covered as additional insureds with respect to liability arising out of work performed by or on behalf of the CONTRACTOR, including materials, parts, or equipment furnished in connection with such work or operations.”
2. This policy shall be considered primary insurance as respects CITY, its elected or appointed officers, officials, employees, agents, and volunteers.
Any insurance maintained by CITY, including any self-insured retention CITY may have, shall be considered excess insurance only and shall not contribute with this policy.
3. This insurance shall act for each insured and additional insured as though a separate policy had been written for each, except with respect to the limits of liability of the insuring company.
4. The insurer waives all rights of subrogation against CITY, its elected or appointed officers, officials, employees, or agents.
5. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to CITY, its elected or appointed officers, officials, employees, agents, or volunteers.
6. The insurance provided by this policy shall not be suspended, voided, canceled, or reduced in coverage or in limits except after thirty (30) days’ written notice has been received by CITY.
C. CONTRACTOR agrees to provide immediate notice to CITY of any claim or loss against Contractor arising out of the work performed under this agreement.
CITY assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve CITY.
D. Any deductibles or self-insured retentions must be declared to and approved by CITY. At CITY’s option, CONTRACTOR shall demonstrate financial capability for payment of such deductibles or self-insured retentions.
E. CONTRACTOR shall provide certificates of insurance with original endorsements to CITY as evidence of the insurance coverage required herein.
Certificates of such insurance shall be filed with CITY on or before commencement of performance of this Agreement. Current certification of insurance shall be kept on file with CITY at all times during the term of this Agreement.
November 7, 2023, Reg CC Mtg., Page # 152
F. Failure on the part of CONTRACTOR to procure or maintain the required insurance shall constitute a material breach of contract under which CITY may terminate this Agreement pursuant to Section 13 above.
G. The commercial general and automobile liability policies required by this Agreement shall allow CITY, as additional insured, to satisfy the self-insured retention (“SIR”) and/or deductible of the policy in lieu of the CONTRACTOR (as the named insured) should CONTRACTOR fail to pay the SIR or deductible requirements. The amount of the SIR or deductible shall be subject to the approval of the City Attorney and the Finance Director. CONTRACTOR understands and agrees that satisfaction of this requirement is an express condition precedent to the effectiveness of this Agreement. Failure by CONTRACTOR as primary insured to pay its SIR or deductible constitutes a material breach of this Agreement. Should CITY pay the SIR or deductible on CONTRACTOR’S behalf upon CONTRACTOR’S failure or refusal to do so to secure defense and indemnification as an additional insured under the policy, CITY may include such amounts as damages in any action against Contractor for breach of this Agreement in addition to any other damages incurred by CITY due to the breach.
21. USE OF OTHER CONTRACTORS. THE CONTRACTOR must obtain CITY’s prior written approval to use any Contractors while performing any portion of this Agreement. Such approval must include approval of the proposed Contractor and the terms of compensation.
22. FINAL PAYMENT ACCEPTANCE CONSTITUTES RELEASE. The acceptance by the CONTRACTOR of the final payment made under this Agreement shall operate as and be a release of CITY from all claims and liabilities for compensation to the CONTRACTOR for anything done, furnished or relating to the CONTRACTOR’S work or services. Acceptance of payment shall be any negotiation of CITY’S check or the failure to make a written extra compensation claim within ten (10) calendar days of the receipt of that check. However, approval or payment by CITY shall not constitute, nor be deemed, a release of the responsibility and liability of CONTRACTOR, its employees, sub-Contractors and agents for the accuracy and competency of the information provided and/or work performed; nor shall such approval or payment be deemed to be an assumption of such responsibility or liability by CITY for any defect or error in the work prepared by CONTRACTOR, its employees, sub-Contractors and agents.
23. CORRECTIONS. In addition to the above indemnification obligations, the CONTRACTOR shall correct, at its expense, all errors in the work which may be disclosed during the CITY’S review of CONTRACTOR’S report or plans. Should the CONTRACTOR fail to make such correction in a reasonably timely manner, such correction shall be made by CITY, and the cost thereof shall be charged to CONTRACTOR. In addition to all other available remedies, CITY may deduct the cost of such correction from any retention amount held by CITY or may withhold payment otherwise owed CONTRACTOR under this Agreement up to the amount of the cost of correction.
November 7, 2023, Reg CC Mtg., Page # 153
24. NON-APPROPRIATION OF FUNDS. Payments to be made to CONTRACTOR by CITY for services preformed within the current fiscal year are within the current fiscal budget and within an available, unexhausted fund. In the event that CITY does not appropriate sufficient funds for payment of CONTRACTOR’S services beyond the current fiscal year, the Agreement shall cover payment for CONTRACTOR’S only to the conclusion of the last fiscal year in which CITY appropriates sufficient funds and shall automatically terminate at the conclusion of such fiscal year.
25. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows:
CITY CONTRACTOR
City of Lomita
24300 Narbonne Avenue
Lomita, CA 90717
ATTN: City Manager
Bucknam Infrastructure Group
3548 Seagate Way, Suite 230
Oceanside, CA 92056
ATTN: Peter J. Bucknam
Any such written communications by mail will be conclusively deemed to have been received by the addressee upon deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. Courtesy copies of notices may be sent via electronic mail, provided that the original notice is deposited in the U.S. mail or personally delivered as specified in this Section.
26. SOLICITATION. CONTRACTOR maintains and warrants that it has not employed nor retained any company or person, other than CONTRACTOR’s bona fide employee, to solicit or secure this Agreement. Further, CONTRACTOR warrants that it has not paid, nor has it agreed to pay any company or person, other than CONTRACTOR’s bona fide employee, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. Should CONTRACTOR breach or violate this warranty, CITY may rescind this Agreement without liability.
27. THIRD PARTY BENEFICIARIES. This Agreement and every provision herein is generally for the exclusive benefit of CONTRACTOR and CITY and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the CONTRACTOR’s or CITY’s obligations under this Agreement.
28. INTERPRETATION. This Agreement was drafted in and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this agreement will be in Los Angeles County.
November 7, 2023, Reg CC Mtg., Page # 154
29. ENTIRE AGREEMENT. This Agreement, and its Attachments, sets forth the entire understanding of the parties. There are no other understandings, terms or other agreements expressed or implied, oral or written.
30. RULES OF CONSTRUCTION. Each Party had the opportunity to independently review this Agreement with legal counsel. Accordingly, this Agreement will be construed simply, as a whole, and in accordance with its fair meaning; it will not be interpreted strictly for or against either Party.
31. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Agreement and to engage in the actions described herein. This Agreement may be modified by written amendment with signatures of all parties to this Agreement. CITY’s city administrator, or designee, may execute any such amendment on behalf of CITY.
32. ACCEPTANCE OF FACSIMILE OR ELECTRONIC SIGNATURES. The Parties agree that this Agreement will be considered signed when the signature of a party is delivered by facsimile transmission, scanned and delivered via electronic mail, or delivered using digital signature technology approved by CITY. Such facsimile or electronic signatures will be treated in all respects as having the same effect as an original signature.
33. FORCE MAJEURE. Should performance of this Agreement be impossible due to fire, flood, explosion, war, embargo, government action, civil or military authority, the natural elements, or other similar causes beyond the Parties’ control, then the Agreement will immediately terminate without obligation of either party to the other.
34. TIME IS OF ESSENCE. Time is of the essence to comply with dates and schedules to be provided.
35. ATTORNEY’S FEES. The parties hereto acknowledge and agree that each will bear his or its own costs, expenses and attorneys' fees arising out of and/or connected with the negotiation, drafting and execution of the Agreement, and all matters arising out of or connected therewith except that, in the event any action is brought by any party hereto to enforce this Agreement, the prevailing party in such action shall be entitled to reasonable attorneys' fees and costs in addition to all other relief to which that party or those parties may be entitled.
36. STATEMENT OF EXPERIENCE. By executing this Agreement, CONTRACTOR represents that it has demonstrated trustworthiness and possesses the quality, fitness and capacity to perform the Agreement in a manner satisfactory to CITY.
CONTRACTOR represents that its financial resources, surety and insurance experience, service experience, completion ability, personnel, current workload, experience in dealing with private Contractors, and experience in dealing with public agencies all suggest that CONTRACTOR is capable of performing the proposed contract and has a demonstrated capacity to deal fairly and effectively with and to satisfy a public agency.
November 7, 2023, Reg CC Mtg., Page # 155
37. DISCLOSURE REQUIRED. (CITY and CONTRACTOR initials required at one of the following paragraphs)
By their respective initials next to this paragraph, CITY and CONTRACTOR hereby acknowledge that CONTRACTOR is a “contractor” for the purposes of the California Political Reform Act because CONTRACTOR’S duties would require him or her to make one or more of the governmental decisions set forth in Fair Political Practices Commission Regulation 18700.3(a)(2) or otherwise serves in a staff capacity for which disclosure would otherwise be required were CONTRACTOR employed by CITY. CONTRACTOR hereby acknowledges his or her assumingoffice, annual, and leaving-office financial reporting obligations under the California Political Reform Act and the CITY’S Conflict of Interest Code and agrees to comply with those obligations at his or her expense. Prior to the Contractor commencing services hereunder, the City’s Manager shall prepare and deliver to CONTRACTOR a memorandum detailing the extent of CONTRACTOR’S disclosure obligations in accordance with the CITY’S Conflict of Interest Code.
City Initials ______
Contractor Initials ______
OR
By their initials next to this paragraph, CITY and CONTRACTOR hereby acknowledge that CONTRACTOR is not a “contractor” for the purpose of the California Political Reform Act because CONTRACTOR’S duties and responsibilities are not within the scope of the definition of contractor in Fair Political Practice Commission Regulation 18700.3(a)(2) and is otherwise not serving in staff capacity in accordance with CITY’S Conflict of Interest Code.
City Initials ______
Contractor Initials ______
[signatures on following page]
November 7, 2023, Reg CC Mtg., Page # 156
IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written.
CITY OF LOMITA CONTRACTOR
Ryan Smoot, City Manager By: Peter J. Bucknam, President ATTEST:
Kathleen Horn Gregory, City Clerk Taxpayer ID No.
APPROVED AS TO FORM:
Trevor Rusin, City Attorney
November 7, 2023, Reg CC Mtg., Page # 157
CITY OF LOMITA
REQUEST FOR PROPOSAL (RFP)
2024-29 PAVEMENT MANAGEMENT SYSTEM UPDATE
RFP DEADLINE
OCTOBER 31, 2023
1:00 P.M.
November 7, 2023, Reg CC Mtg., Page # 158
TABLE OF CONTENTS
SECTION I
GENERAL INFORMATION...........................................................................................................1 A. INTRODUCTION…………………..…...……………………………………………………....1
B. EXAMINATION OF PROPOSAL DOCUMENTS .……………………………………….....1 C. ADDENDA .…………………………………………………………………….….…………....1
D. QUESTIONS AND ADDITIONAL INFORMATION .………………………………………..1 E. PROPOSAL SUBMITTAL .………………………………………………………………...….1
F. FEE PROPOSAL …………………………………………………..…………………………..2
G. SELECTION CRITERIA ……………………………………………………………………....2
H. CHANGES IN THE RFP …………………………………..…………………………………..2
I. DISCLOSURES…………………………………………..…………………………………….2
J. POST-SUBMITTAL PROCEDURES ……………………………………………….…...…..3 K. COST LIABILITY. ……….…………………………………………………..……………..…..3 L. INVOICES …………………………………………………………………………………..…..3
M. CONTRACT PERIOD………………………………………………………………………….3
N. SCHEDULE…………………………………………………………………………..…………3
O. QUALIFICATIONS, RELATED EXPERIENCE, AND REFERENCES TO CONSULTANT………………………………………………………………………………….4
P. PROPOSED STAFFING AND PROJECT ORGANIZATION .…………….………………5
SECTION II
SCOPE OF SERVICES..................................................................................................................6 A. DESCRIPTION….............................................................................................................6 B. PROJECT PROGRESS………………………………………………………………………..8
SECTION III
SELECTION OF CONSULTANTS ................................................................................................9 Appendix A - PMS 2021-2026
Appendix B – City Map of Alleys
Appendix C - Maps of Street Improvement Projects (up to September 2023) Appendix D - Professional Services Agreement (sample)
November 7, 2023, Reg CC Mtg., Page # 159
1 SECTION I
GENERAL INFORMATION
A. INTRODUCTION
The City of Lomita invites qualified firms to submit written proposals for providing professional engineering services to prepare a Pavement Management System (PMS) for a 5-year planning period. The most recent update to the City’s Pavement Management System was conducted in 2020/21. A copy of the report is included in this RFP as Appendix A. Should an award be made, the selected Proposer (or Consultant as referred to in this RFP) will enter into a professional services agreement with the City of Lomita to provide these services.
The contract will be regulated according to the provisions of all State and local laws and ordinances that are applicable. This includes compliance with prevailing wage rates and their payment in accordance with California Labor Code, Section 1775.
B. EXAMINATION OF PROPOSAL DOCUMENTS
By submitting a proposal, Consultant represents that it has thoroughly examined and become thoroughly familiar with the work required under this RFP and has the staffing and resources capable of performing quality work to achieve the City’s objectives.
C. ADDENDA
Any changes to the requirements will be made by written addendum to this RFP. Any written addenda issued pertaining to this RFP shall be incorporated into the terms and conditions of any resulting Agreement. City will not be bound to any modifications to or deviations from the requirements set forth in this RFP as the result of oral instructions.
Consultants shall acknowledge receipt of addenda in their proposals.
D. QUESTIONS AND ADDITIONAL INFORMATION
Questions relating to this RFP shall be emailed to the Public Works Department at [email protected] no later than Tuesday, October 24, 2023 at 1PM. No pre-proposal meeting will be held.
E. PROPOSAL SUBMITTAL
Two (2) hard copies of the proposal and fee proposal shall be mailed to the following address on or before 1:00PM, Tuesday October 31, 2023:
City of Lomita
City Clerk’s Office
24300 Narbonne Avenue
Lomita, CA 90717
Attn: Proposal for 2024-2029 Pavement Management System Update November 7, 2023, Reg CC Mtg., Page # 160
2 Additionally, one (1) electronic PDF copy of the proposal shall be emailed to the Public Works Department, at: [email protected] with Proposal for 2024-2029 Pavement Management System Update in the email Title.
The Fee Proposals shall be emailed separately to the Public Works Department, at:
[email protected] with Fee Proposal for 2024-2029 Pavement Management System Update in the email Title.
F. FEE PROPOSAL
Fee quotations shall be submitted in a separate sealed envelope with the proposal. Any proposal not complying with this requirement may be subject to disqualification. Late submittals may be returned to sender unopened. All proposals received will become the property of the City of Lomita.
The proposal must be signed in ink by an official authorized to bind the submitter to its provisions. Each proposal must remain valid for at least 90 days from the due date of this RFP. Provide a schedule of hourly rates that will be charged to perform services specified in this RFP.
Fee quotations are to include the names, title, hourly rates, overhead factors, and any other details by which the overall and project element costs have been derived. The fee quotation is to relate in detail to each item of the proposed work plan, including the proposer-suggested project elements and proposer-suggested contingencies, if any.
The total fee proposal may be adjusted after negotiations with the City and prior to signing a formal contract, as necessary.
G. SELECTION CRITERIA
Responses to this RFP will be evaluated using a point rating system, as shown in Section III. The evaluation will be completed by a selection committee composed of staff from the Public Works Department.
H. CHANGES IN THE RFP
Should any prospective proposer be in doubt as to the true meaning of any portion of this (RFP), or should the proposer find any ambiguity, inconsistency, or omission therein, the Proposer shall make a written request for an official interpretation or correction. Such requests must be received by the Public Works Department not less than five (5) working days prior to the final date of submittal of the proposals.
Such interpretation or correction, as well as any additional RFP provisions that the City may decide to include, will be made only as an official addendum, and will be sent to each firm recorded as having received a copy of the RFP. Any addendum issued by the City shall become part of the RFP and will be incorporated into the proposal.
I. DISCLOSURES
Under the Freedom of Information Act (Public Act 442), the City is obligated to permit November 7, 2023, Reg CC Mtg., Page # 161
3 review of its files, if requested by others. All information in a submitter’s proposal is subject to disclosure under this provision. This act also provides for a complete disclosure of contracts and attachments thereto.
J. POST-SUBMITTAL PROCEDURES
After reviewing and evaluating the proposals that are received, the City will select one or more firms with whom it will negotiate a Professional Services Agreement (PSA). A sample of the standard Professional Services Agreement (PSA) is included in Appendix B. Those who wish to submit a proposal to the City are required to carefully review the Professional Services Agreement.
The PSA will include a Scope of Services and Fee Schedule (not-to-exceed amount), both of which may be modified by mutual consent during the negotiation phase. The Insurance Requirements outlined in the PSA may not be revised or changed. Prior to its final execution by the selected firm and the City, the PSA must be submitted to, and approved by, City Council and/or the City Manager.
The City reserves the right to award the total proposal, to reject any and all proposals in whole or in part, and to waive any informality or technical defects if, in the City’s sole judgment, the best interests of the City will be so served.
K. COST LIABILITY
The City of Lomita assumes no responsibility or liability for costs incurred by the Consultant prior to the execution of a Professional Services Agreement. The liability of the City is limited to the terms and conditions outlined in the Agreement.
L. INVOICES
Consultant shall submit invoice(s) at the end of each month for the work performed. Each invoice at a minimum shall include the following information: Project name; Period for which invoice is submitted; Invoice number; Task name; Balance remaining and percent completed for each task; Total project budget and remaining balance; Each employee’s name, position, hours of work, date of work, rate, and total charge.
Invoices must be accompanied by payroll and any other supporting documents that will be necessary to expedite the review and approval process.
M. CONTRACT PERIOD
The City is interested in having the project completed within approximately ten (10) weeks from the date of the Notice to Proceed.
N. SCHEDULE
A tentative schedule is included below. The proposals submitted shall use this schedule as a guide to further define an appropriate work schedule in accordance with the requirements of the Proposed Work Plan in Section II. The final schedule will be negotiated based on the final scope of work and work plan agreed to by the City and the selected consultant.
November 7, 2023, Reg CC Mtg., Page # 162
4 Milestone Date
RFP Release Tuesday, October 10, 2023
Last Day for Questions Tuesday, October 24, 2023
Proposal Deadline Tuesday, October 31, 2023
Expected City Council Approval Tuesday, November 7, 2023 Consultant Notice to Proceed Thursday November 9, 2023
*Dates are estimates
O. RELATED EXPERIENCE AND REFERENCES OF CONSULTANT
This section of the proposal should establish the ability of Consultant to satisfactorily perform the required work by reasons of: experience in performing work of the same or similar nature; demonstrated experience working with local agencies and cities directly involved in this project; strength and stability of the Consultant; staffing capability; work load; record of meeting schedules on similar projects; and supportive client references.
Equal weighting will be given to firms for past experience performing work of a similar nature whether with the City or elsewhere.
Consultant to:
(1) Describe the firm's experience in performing work of a similar nature to that solicited in this RFP, and highlight the participation in such work by the key personnel proposed for assignment to this project.
(2) Describe experience in working with the various government agencies that may have jurisdiction over the approval of the work specified in this RFP. Please include specialized experience and professional competence in areas directly related to this RFP.
(3) Provide a list of past joint work by the Consultant and each subcontractor, if applicable. The list should clearly identify the project and provide a summary of the roles and responsibilities of each party.
(4) A minimum of five (5) references should be given. Furnish the name, title, address and telephone number of the person(s) at the client organization who is most knowledgeable about the work performed. Consultant may also supply references from other work not cited in this section as related experience.
P. PROPOSED STAFFING, PROJECT ORGANIZATION, AND PROJECT APPROACH This section of the proposal should establish the method that will be used by the Consultant to manage the project as well as identify key personnel assigned. Proposed November 7, 2023, Reg CC Mtg., Page # 163
5 Staffing and Organization are to be presented by Consultant for project segments identified in the Scope of Services.
Consultant to:
(1) Provide education, experience and applicable professional credentials of project staff. Include applicable professional credentials of “key” project staff. (2) Furnish brief resumes for the proposed Project Manager, and other key personnel.
(3) Identify key personnel proposed to perform the work in the specified tasks and include major areas of subcontract work. Include the person's name, current location, and proposed position for this project, current assignment, and level of commitment to that assignment, availability for this assignment and how long each person has been with the firm.
(4) Include a project organization chart that clearly delineates communication/reporting relationships among the project staff, including subconsultants.
Include a statement that key personnel will be available to the extent proposed for the duration of the project, acknowledging that no person designated as "key" to the project shall be removed or replaced without the prior written concurrence of the City Engineer.
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6 SECTION II
SCOPE OF SERVICES
A. DESCRIPTION
In the City of Lomita there are approximately 33.2 centerline miles of streets, including
4.2 miles of arterial/collector streets (approximately 1,507,961 square feet of pavement) and 29.0 miles of residential streets (approximately 4,798,218 square feet of pavement).
The City’s pavement management system (PMS) database has these broken into pavement sections: 24 arterial/collector sections and 290 residential street sections. As part of the project, the consultant will be expected to verify this centerline mileage. It is not known if previous PMS evaluations included alleys and the City would like those to be included in this PMS.
Previously, the City’s PMS has been constructed and updated using the MicroPAVER software program, and it is anticipated (though not required) that this software program will be utilized for the current scope of work. The City’s pavement network is broken down in the PMS database into “branches” and “sections” which are manageable groups that have similar characteristics, such as pavement rank, surface type, logical segmentation, construction and/or maintenance histories, and use. Representative inspection samples of the branches and sections are then selected and visually surveyed to determine various distress data (type, extent, and severity). This data is then used to determine the Pavement Condition Index (PCI) of the branches and sections, as well as the overall network. The updated PMS needs to meet the criteria stipulated in the Proposition C Local Return Guidelines, adopted by the Los Angeles County Metropolitan Transportation Authority.
This section identifies Consultant’s proposed work plan to achieve the project goals and objectives. The work plan should clearly identify major tasks, the objective of each task, the subtasks needed to accomplish the work and the expected deliverable for each task. Tasks should be arranged in logical fashion to demonstrate how the work would proceed.
Some expected tasks include, but are not limited to, the following:
Task 1. A detailed explanation of Consultant’s approach to the work and the techniques the Consultant expects to use. This should include an explanation of any modifications of the work items and scope of work presented in this RFP package.
Task 2. Meet with City staff to review schedule, budget, project documents, project goals, format of deliverable and clarify responsibility of each party.
Task 3. Review all maintenance and rehabilitation activities conducted by the City since the last PMS update. A Street Rehabilitation Map (up to September 2023) is November 7, 2023, Reg CC Mtg., Page # 165
7 provided in Appendix C. Update the database to include all street segments that have been rehabilitated since last update. City staff will provide a list of streets that have been rehabilitated, resurfaced, or reconstructed since the last PMS update.
Task 4. Perform distress/condition assessment and survey of City’s entire pavement network centerline mileage, including alleys (Appendix B).
I. Calculate the PCI for each street section and the entire network.
II. Update the PMS database with historical maintenance data from the past, and any other required database updates. The database at a minimum should have the following technical capabilities and/or components:
a. Street Name
b. Street lengths by block
c. Street width
d. Area
e. Number of lanes
f. Lane width
g. Turn Pockets
h. Street classification and pavement type
i. Record of pavement treatments and street surface area. j. PCI
k. Traffic Index (TI)
l. Recommended maintenance/rehabilitation treatment
m. Recommended year of treatment
n. Linkage of the PMS database to the City’s GIS street centerline file/database (each pavement segment to its
corresponding geographical location in the City’s street centerline file within ArcGIS).
o. Total cost estimate of maintenance and treatment for each segment. Estimate shall include inflation–adjusted costs for design, construction, and construction management.
Task 5. Perform budgetary analyses and develop a 5-year projected pavement rehabilitation program (using July 1st to June 30th fiscal year calendar) that may be included within the City’s Capital Improvement Program. The 5-year program shall recommend street segments to be improved in each fiscal year, the type of rehabilitation strategy recommended, and the associated costs. Three (3) probable scenarios would include: cost for maintaining the current PCI; PCI effects from maintaining the historic annual pavement maintenance budget; and cost required to achieve a rating of “good” within five years.
Task 6. Prepare a final PMS Update report based on the data and analyses performed throughout the study. The report shall include, without limitation, the methods, findings, and recommendations of the Consultant, which shall be presented November 7, 2023, Reg CC Mtg., Page # 166
8 in a single comprehensive document which should include findings generated as part of other tasks described herein.
The final report shall include a complete system inventory, database, and ArcGIS linkage, training session for maintenance of the database and said ArcGIS linkage, the development of several standard GIS queries that produce maps that illustrate pavement condition(s), history maps, and maps of budgetary scenario recommendations. The final report shall be delivered in digital format.
The maps and data files shall be prepared to connect to the City’s existing GIS (ESRI Arclnfo) street centerline file/database. The City also shall receive electronic copies of all the supporting data and analysis utilized in compiling the report.
Task 7. Furnish City with the software and license needed to maintain and update the PMS database and provide at a minimum twenty (20) hours of training and support for two (2) City staff members.
Task 8. Presentation of the final PMS Update report to the City Council.
Task 9. Any additional or modified scope of work tasks not listed above that Consultant feels is necessary to complete and successfully achieve the City’s project objectives in updating its PMS database and determining future maintenance priorities and budgets.
B. PROJECT PROGRESS
Progress meetings are anticipated to include a kick-off meeting, followed by monthly progress meetings. At or before each of these meetings, the Consultant shall furnish two (2) copies of all completed or partially completed reports which have been developed or altered since the last progress meeting.
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9 SECTION III
SELECTION OF CONSULTANT
Proposals will be evaluated and scored based on the following criteria (max 100 points):
A - PROPOSER QUALIFICATIONS – 30 POINTS
• Firm’s technical qualifications.
• Key staff members’ qualifications (i.e. resumes).
• Project management, sub-consultant coordination, quality assurance B - PROPOSER EXPERIENCE – 40 POINTS
• Past relevant project experience, including outcomes
• Depth and breadth of experience
• Demonstrated responsibility and capability of key staff • Familiarity with the City of Lomita and/or similar cities • References
C - WORK PLAN AND SCOPE OF WORK – 30 POINTS
• Understanding of City’s needs
• Understanding of technical issues
• Appropriate identification of work tasks
• Proper assignment of personnel
• Clarity and completeness of scope of work
D - PROJECT COST/FEE SCHEDULE (SEPARATE ENVELOPE)
• Total estimated cost and level of effort. Fee schedule shall clearly identify each task, number of hours assigned to each task, name and title of individual assigned to tasks, hourly rate of each individual, and total hours and total dollar amount for the project. • Selection will be qualifications based, with the scope and fee to be negotiated and/or finalized after City staff selection of a consultant.
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APPENDIX A
CITY OF LOMITA PMS 2021-2026
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FINAL REPORT
2020-21 UPDATE OF
PAVEMENT MANAGEMENT PROGRAM
(Citywide)
2021-2026
Submitted to:
City of Lomita, CA
May 26, 2021
100-21
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May 26, 2021
Mr. Mondher Saied, P.E.
Principal Engineer
City of Lomita
24300 Narbonne Avenue
Lomita, CA 90717
Subject: Final Report - Update of the Pavement Management Program Dear Mondher:
As part of the 2020-21 Update of the Pavement Management Program for the City of Lomita, Bucknam Infrastructure Group, Inc. (Bucknam) is pleased to submit the Final Report for the City’s pavement network.
The information contained in this report was used to develop the recommended improvement program for the pavement network. The report covers the following categories:
• Executive Summary (Section I)
• Pavement Management Program Development and Reporting (Section II) • Pavement Conditions For Each Segment in the Network (PCI Report – Section III) The Pavement Condition Index report shows the present condition of each street in the pavement network. In addition, the report shows the basic geometry of each street segment. • Forecast Maintenance Reports (Section IV)
• Recommended Maintenance and Repair Strategies
The recommended maintenance and repair strategies were used to generate the Forecasted Maintenance Report and were based on our 2020-21 inspections.
Additionally, we have assessed and incorporated unit cost and maintenance application practices/types with our strategies.
• Projected Projects based on M&R Strategies
The Forecasted Maintenance Report projects the street maintenance activities required for the next five years, broken down to show maintenance levels for Arterials and Collectors streets. The report included in this section is broken down by fiscal year.
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Our thorough analysis of previous and current Lomita PMP strategies enabled our staff to make proactive recommendations to the City’s pavement CIP. All comments received from the City have been incorporated in the reports that follow. All of the City’s issues and needs that were brought to our attention are included in the report. It has been a pleasure working with you and the City on updating your Pavement Management Program. We look forward to the continued success of this project and future teamwork with City staff.
Sincerely,
Bucknam Infrastructure Group, Inc.
Peter J. Bucknam
Project Manager
Infrastructure Management – GIS Services
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Final Report – May 26, 2021
TABLE OF CONTENTS
I. Executive Summary
A. Summary of City’s Pavement Network
B. Current Citywide Conditions
C. Maintenance Strategy Development
D. Annual Budget Projections
E. Quality Control Efforts
F. Findings and Recommendations
II. Pavement Management Program Development and Reporting A. Summary of PMP Program 2020-21
B. Strategy Assignment Table
C. Annual Work Program Projections
i. Actual Budget Program (Five Year Model)
ii. Maintain PCI Program (Five Year Model)
iii. Deferred Maintenance
iv. Pavement Management Program Report (Spreadsheets)
D. Condition Distribution Report
E. Calculation of PCI
III. Pavement Condition Index (PCI) Reports
A. PCI Report – Data Definitions
B. Citywide Lomita PCI Map – 2020-21
C. PCI Report; Sorted by Street Name (A to Z)
D. PCI Report; Sorted by PCI (0-100)
IV. Forecast Maintenance Report
A. Forecasted Maintenance Map (2021-2026)
B. Results of “Actual” Forecast Maintenance Report
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Table and Figure Reference Page #
Figure 1 – Pavement SF for All Ranks Sec 1-2
Figure 2 – PCI Condition Distribution by Section Miles for All Streets Sec 1-5 Figure 3 – Sample Pavement Life Cycle Sec 2-3
Figure 4 – Resulting Network PCI ($7.5 Million/Five-yr Budget) Sec 2-7 Figure 5 – Resulting Network PCI (Maintain Budget) Sec 2-10 Figure 6 – PCI Calculation Worksheet Sec 2-13
Figure 7 – Arterial Condition Distribution Sec 2-14
Figure 8 – Collector Condition Distribution Sec 2-14
Figure 9 – Sample Distress Photos – Recommended Treatment Sec 2-15 Figure 10 – Lomita PCI Map – 2021 Sec 3-4
Figure 11 – 2021-22 Forecasted Maintenance Sec 4-3
Figure 12 – 2022-23 Forecasted Maintenance Sec 4-4
Figure 13 – 2023-24 Forecasted Maintenance Sec 4-5
Figure 14 – 2024-25 Forecasted Maintenance Sec 4-6
Figure 15 – 2025-26 Forecasted Maintenance Sec 4-7
Table 1 – Historical Lomita PCI Data (2011-2021) Sec 1-3 Table 2 – Condition Distribution by Section Mi. for All Streets Sec 1-3 Table 3 – Citywide Projection Utilizing “Actual” Budget Sec 1-9 Table 4 – Citywide Projection Utilizing “Maintain” Budget Sec 1-9 Table 5 – PCI Range Sec 2-2
Table 6 – Strategy Assignments Sec 2-2
Table 7 – Citywide Projection Utilizing $7.5 Million/Yr Five-Yr Budget Sec 2-6 Table 8 – Citywide Projection Utilizing “Maintain” Budget Sec 2-9 Acronym Listing
American Society for Testing and Materials (ASTM)
Army Corps of Engineers (ACOE)
Asphalt Concrete (AC)
Asphalt Rubber Hot Mix (ARHM)
Average Daily Traffic (ADT)
Capital Improvement Program (CIP)
Geographic Information System (GIS)
Government Accounting Standards Board Statement 34 (GASB 34) Ground Penetrating Radar (GPR)
Los Angeles County MTA (METRO)
Maintenance and Repair (M&R)
Pavement Condition Index (PCI)
Pavement Management Program (PMP)
Portland Cement Concrete (PCC)
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SECTION I
EXECUTIVE SUMMARY
2021 UPDATE OF PAVEMENT MANAGEMENT PROGRAM
This report reflects the continued dedication and proactive management of the City’s Pavement Management Program (PMP); the last major update to the City’s PMP was performed in 2017. As the City of Lomita infrastructure continues to mature and age the street network is an essential asset that needs to be continuously maintained, assessed and improved upon. Over twenty years ago, the City of Lomita developed and implemented a PMP to achieve just that. Today, the City is currently using StreetSaver, to manage the street network. This system is essential to the City in that it assists Public Works staff in capturing funding for its arterial street system as well as cost-effectively manages the local network through proactive maintenance and scheduling. Under this project, the City has incorporated the development of a unique Pavement Management – GIS layer that will assist the City in spatially analyzing pavement conditions and other attribute information that resides in the StreetSaver database.
The Lomita PMP has been developed to assist City personnel by providing current data on the City’s street network and to develop cost-effective maintenance strategies to maintain a desirable level of pavement performance on a network scale, while optimizing the expenditure of limited fiscal resources. The PMP efforts in 2021 consisted of analyzing the City’s 2017 dataset for quality and usability. City staff also provided key information pertaining to the ongoing maintenance that has occurred throughout the City since 2017. In doing this, we were tasked to generate an updated Capital Improvement Program report that identified recommendations and deficiencies in the current operating and maintenance efforts put forth by the City.
For the 2021 project, our staff surveyed all arterial and collector routes to assist the City in complying with Los Angeles County MTA (METRO) PMP requirements as well as surveyed all local streets and analyzed historical maintenance operations.
Specifically, the program provides administrators and maintenance personnel with:
• The present condition status of the pavement network (arterial, collector, and local streets), as a whole and of any grouping or individual component within the City; • A ranked list of all streets, or segments of streets, by condition within the network; • Rehabilitation/maintenance needs of each street segment by year; • An optimized priority maintenance and rehabilitation program based on cost/benefit analysis and various levels of funding;
• Optimum annual budget levels for pavement maintenance for the current and the following five (5) years;
• Prediction of the future performance of the City’s pavement network and each individual street section;
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• Updated PMP data to assist the City with GASB 34 compliance; and • Pavement condition data and analysis presented in ArcGIS that is compatible with City’s existing GIS
Pavement is a dynamic structure where deterioration is constantly occurring; thus the pavement management program needs to be updated on a regular basis to reflect these changes in pavement conditions, pavement maintenance histories, and maintenance strategies based upon budgetary constraints. In our approach to develop the City’s forecasted maintenance recommendations we worked with Lomita staff in identifying unit costs for all maintenance practices used on an annual basis (these not only included the material costs but contingency costs for design and ADA improvements). Currently, based upon the City’s maintenance practices and their associated unit costs, the total replacement value of the Lomita pavement network is $34,976,400. This value clearly indicates that the City’s pavement network is one of the most valuable and essential asset to Lomita. The City’s use of slurry seal, AC Overlay and R&R practices are typically applied at a five year, ten year and 25 year frequency respectively. These frequencies are typical but the City may see increases in deterioration rates due to environmental, load and high average daily traffic (ADT) volumes. For example, high ADT volumes along one of Lomita’s arterial streets will increase deterioration rates for a previously applied AC Overlay compared to a small local street. These deterioration rates are monitored through frequent inspections and functional class deterioration analysis within the City’s PMP database.
This report reflects our findings and recommendations for the PMP and the current state of the City’s pavement network. Furthermore, we have recommended detailed funding and maintenance strategies for the arterial/collector and residential networks for next five (5) years.
SUMMARY OF CITY’S PAVEMENT NETWORK
Within the Lomita pavement management
network there are approximately 32.0 section
miles of streets, 310 pavement sections and
5,917,266 SF of pavement. The Arterial and
Collector network consists of approximately
1,215,700 SF of pavement which consists of 21
pavement sections totaling in 3.5 section miles.
The Local network consists of approximately
4,701,566 SF of pavement which consists of 289
pavement sections totaling in 28.5 section miles.
The City’s pavement network is broken down into manageable groups that have similar characteristics, such as pavement rank, surface type and logical segmentation. Pavement segments are identified by their branch and section numbers. Pavement “branches” that have a common usage, such as Narbonne Avenue, defines a “branch” within StreetSaver. Pavement “sections” are pavement segments within the defined branch that have consistent pavement rankings, construction/maintenance histories and use.
Representative inspection samples are then selected and visually surveyed to locate distress data. This data is used to calculate the pavement sections Pavement Condition Index (PCI) which includes distress type, extent of the distress and its severity.
Figure 1
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The PCI is a condition rating that ranges from 100 (a new pavement section or recently overlaid or reconstructed) to 0 for a section that has structurally failed and deteriorated dramatically.
Weighted average PCI of a given area/zone = pavement section PCI * its own area divided by the total square footage of the given area/zone. Table 1 summarizes the conditions found within the City of Lomita pavement network by rank.
• The weighted average PCI for the Arterial / Collector network is 85.2 • The weighted average PCI for the Local network is 69.2 The weighted PCI value associated with the Local routes shown through our survey analysis is timely in that it is showing that a large amount of preventative, slurry seal, and overlay work will be needed over the next several years to increase the level of condition (PCI) to a “preventative maintenance” state.
CURRENT CITYWIDE CONDITIONS (ARTERIALS, LOCALS)
The overall condition of the City’s pavement network is “Good” with a weighted average PCI of 72.5 based on the surface area of each segment. The 2021 PCI value demonstrates a 5% increase from the 2017 PMP study and a 22% increase from 2011. The distribution of the City’s overall pavement network is shown in Section III of this report (Condition Distribution).
Table 1 – Historical Lomita PCI Data (2011-2021)
Table 2 – Condition Distribution by Section Mileage for All Streets November 7, 2023, Reg CC Mtg., Page # 177
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CURRENT CITYWIDE CONDITIONS (ARTERIALS AND LOCALS)
The overall condition of the City’s pavement network is “Very Good” with a weighted average PCI of
72.5 based on the surface area of each segment. The distribution of the City’s overall pavement network is shown in Section III of this report (Condition Distribution).
For comparison, Bucknam performed 2020-21 pavement management studies for several other Los Angeles County agencies and have included their weighted PCI values; Rancho Palos Verdes (88.9), Culver City (69.1), El Segundo (72.7) and Compton (59.4).
As shown above, the majority of segments are evenly distributed through Very Good to Fair condition categories. For a network in “preventive” condition status you would typically see Very Good to Good section percentage totals at the 55% to 60% range; Lomita’s network currently shows 72% of its sections within these PCI ranges. These findings indicate that the proper management of the network has been performed over the past five years; this is now allowing Public Works managers/staff to proactively establish preventative and rehabilitation schedules that will generate further high-value ROI for the City.
To sustain this asset, continued amounts of overlay rehabilitation and slurry seal maintenance needs to be budgeted for and performed across all areas of the pavement network over the next five years.
As shown in Table 2, over 28% of the City’s entire network falls within the fair to failed condition categories based on PCI, highlighting the need for continued funding and implementation of proactive overlay and reconstruction projects. Increased overlay rehabilitation activity will increase the City’s overall weighted PCI while reducing deferred maintenance costs in future fiscal years. Overlay projects applied to appropriate, qualifying segments is necessary to sustain the City’s network in a preventative condition status as described above. A network-wide preventative condition status is typically a network with a weighted average PCI over 75.
Regarding the Local network, 24% (6.9 miles) of the local pavement network requires slurry seal maintenance activity while 30% (8.5 miles) requires overlay rehabilitation or reconstruction.
With the moderate amount of Local sections needing M&R the City should proactively appropriate more funding to the local street network in order to increase the overall condition of the locals. The Local network has shown slight improvement over five years however it will continue to be a major contributor to the moderate amount of deferred rehabilitation cost burdens unless appropriate pavement funding is applied.
Regarding the Arterial / Collector network, With the overall PCI in the 80’s, proactive planning and application of scheduled slurry projects needs to be established; this will sustain the asset while freeing up additional funding for deferred reconstruction projects.
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With the supplement of SB1/Prop. C/Measure M/Measure R monies coming to the City annually additional projects can now be schedule and expedited.
Currently, 15% (0.5 miles) of the Arterial/Collector network requires slurry seal maintenance activity while 9% (0.3 miles) requires overlay rehabilitation or full reconstruction.
Through our assessment of the City’s annual pavement maintenance budget allocations (FY 2021-2026) the ample amount of necessary CIP funds will cause the City’s citywide weighted PCI to increase over the next five years.
Furthermore, as large overlay and rehabilitation projects are considered for funding, the City should also consider using sub-grade R - Values, structural design, distress severities / extents as parameters for determining whether a pavement section that lies within the Poor to Very Poor condition range should be overlaid or reconstructed. The City has available and accessible Google .kmz Coring Data that will serve as an essential tool when assessing AC and Base thicknesses during grind and overlay planning.
PCI conditions reflect “surface” conditions; additional sub-surface data such as coring data, R-Values and ground penetrating radar (GPR) will provide City to with a better approach to the maintenance that should be applied.
Figure 2 – PCI Condition Distribution by Section Miles for All Streets November 7, 2023, Reg CC Mtg., Page # 179
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MAINTENANCE STRATEGY DEVELOPMENT
Based on the results of the condition survey and input from the City, pavement maintenance/rehabilitation strategies were developed. At the outset, the City and Bucknam staff identified a distribution of City maintenance funds that would be applied to the network over the next five years. This was based upon the desire to prevent the decrease in street conditions and not allow an increase in the maintenance backlog funds over the five-year program.
With this approach, Bucknam has recommended a “minimal level of service” which creates a major dividing line in determining pavement maintenance. Generally within pavement management programs, a PCI range between 55 to 75 determines the threshold of when preventative or major overlay maintenance is activated. Based on the City’s weighted average PCI, condition distribution, maintenance practices, our team has identified a PCI of “75” as the minimum level of service. This means that any pavement section with a PCI greater than 75 will be recommended for preventative maintenance. This recommendation is indicated in Table 6, Section II.
Bucknam developed a multi-year Capital Improvement Program for the City based on the pavement records, yearly capital expenditures and the most recent 2021 inspections. These recommendations and results are shown in Section II of this report where we have demonstrated what level of funding is necessary to improve the current weighted condition level of 72.5 to a level of 79 by FY 2026.
As shown in Figure 2, 72% of the City’s streets are in Excellent to Good condition. These sections will be targeted for “preventive” maintenance within our Capital Improvement Program (CIP) recommendations.
The reasoning in doing this is to extend the life cycles of those “good” pavement sections which accrues capital saving to aggressively rehabilitate those pavement sections that are below the “minimal level of service”.
In order to achieve the most effective and optimum program for the City, certain strategies have been selected and/or analyzed. Below is a listing of the maintenance activities utilized in strategy development.
Each activity is representative of the types of work that have been programmed as part of the long-term maintenance requirements of the City’s street network.
General Repairs-Stop Gap (Localized Maintenance*)
For this maintenance type, small localized surface treatments are utilized as “holding action” solutions (stop gaps) to delay the need for pavement structural strengthening. They typically include activities such as crack sealing, deep patching, skin patching, grinding and leveling.
Slurry Seals (Global Maintenance*)
Surface treatments applied to pavements with minimal surface distress to provide new wearing surfaces and extend pavement life. Generally consists of a mixture of conventional or latex-modified emulsified asphalt, well-graded fine aggregate, mineral filler and water placed over an existing AC surface.
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Cape Seals (Global Maintenance*)
This is an application of a single layer of asphalt binder to a road surface immediately followed by a single layer of cover aggregate (chips). The single layer chip seal is then followed with a slurry seal application.
Leveling Courses (Global Maintenance*)
The existing pavement should be made as smooth as possible before being overlaid. It is difficult to make up elevation differences or smooth out ruts by varying overlay thickness. For flexible overlays, Hot-mix asphalt (HMA) tends to differentially compact; a rule of thumb is that conventional mixes will compact approximately 6 mm per 25 mm (0.25 inches per 1 inch) of uncompacted thickness.
Therefore, before applying the final surface course the existing pavement is typically leveled by one or both of the following methods:
1. Applying a leveling course (HMA pavements). The first lift applied to the existing pavement is used to fill in ruts and make up elevation differences. The top of this lift, which is relatively smooth, is used as the base for the wearing course.
2. Milling (HMA pavements). A top layer is milled off the existing pavement to provide a relatively smooth surface on which to pave. Milling is also commonly used to remove a distressed surface layer from an existing pavement.
3. Diamond Grinding (PCC pavements). A thin top layer can be milled off of an existing pavement to smooth out relatively small surface distortions prior to flexible or rigid overlay.
Overlays (Major Maintenance*)
AC Overlay – Placement of a layer of hot-mixed asphalt concrete over the existing pavement surface (may include pavement fabric). Grinding (milling) is performed prior to the overlay to reduce the total height of asphalt and assure alignment with existing gutter lines. This also includes “dig-outs” and crack sealing prior to the application of an overlay. This treatment provides a new wearing surface and increased structural strength to the pavement section. A conventional overlay should be designed for a ten-year life.
Asphalt Rubber Hot-Mix Overlay - The ASTM definition is: Asphalt-Rubber is a blend of asphalt cement, reclaimed tire rubber and certain additives in which the rubber component is at least 15% by weight of the total blend and has reacted in the hot asphalt cement sufficiently to cause swelling of the rubber particles. Specifically, using crumb rubber modified binders in pavement applications benefits local agencies in that cities find:
• Pavement resists cracking by being more flexible;
• Cost savings come from a longer life cycle, decreased maintenance and the use of less material
• Improvement in skid resistance;
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• Decreased noise; and
• It provides long-lasting color contrast for marking and striping Reconstruction (Major Maintenance*)
Removal of the existing pavement section to a prescribed depth followed by the placement of a conventional flexible pavement section using a structural AC Hot Mix or AR Hot Mix or a full depth asphalt. Each classification of road has a typical design cross-section upon anticipation traffic loading. *Localized, Global and Major maintenance activities are default terms used within the StreetSaver pavement software. Specific pavement repair applications are placed within each maintenance activity in order to develop multi-year maintenance forecast recommendations.
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ANNUAL BUDGET PROJECTIONS
The budgeting process was approached with the following in mind; generate two unique work programs for the next five (5) years based upon actual road pavement conditions in order to:
1. Demonstrate how the City’s “Actual” Five-year Public Works street maintenance/capital budget performs against today’s conditions;
TDA: $68,661
Measure R Local Return: $202,479
Measure M Local Return: $292,580
Proposition C: $344,212**
SB1: $405,806
General Fund: $175,000
$1,488,738/yr*
*City has indicated that it expects to receive the annual amount shown above based upon the listed funding sources.
** Proposition C Funding is only allocated for transportation/transit street projects
2. Demonstrate budget allocation for pavement maintenance performs is necessary to “maintain” today’s existing conditions until 2026;
Based on current and future pavement maintenance needs, two annual work programs have been prepared and summarized below. Table 3 demonstrates how the City’s annual budget performs against today’s conditions (each scenario addresses arterial and local streets). Table 4 demonstrates what annual budget is necessary to “maintain” today’s conditions.
Table 3 – Citywide Projection Utilizing “Actual” Budget Table 4 – Citywide Projection Utilizing “Maintain” Budget November 7, 2023, Reg CC Mtg., Page # 183
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Additional detail and breakdown of budget projections are demonstrated in Section IV of this report.
All work program budgets generated are presented in terms of current 2021 dollars. All repair activities were based on distresses observed at the time of the field survey. These are recommendations and are to be used as “the best case scenario” for improving the City of Lomita street network.
QUALITY CONTROL EFFORTS
As indicated in our scope of work, Bucknam performed numerous quality control checks in the field during survey efforts as well as specific site investigations requested by the City. Field check efforts were performed at the end of each week of survey.
This project included the survey of all streets; small area adjustments were made to the database as well as naming conventions corrections for a small handful of local streets. These corrections were made to both the StreetSaver database and the unique PMP-GIS layer.
Work History records for 2017 - 2021 street rehabilitations were entered into the database.
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Final Report – May 26, 2021 Section I
FINDINGS AND RECOMMENDATIONS
Through our assessment of historical maintenance performed within the City and through our discussions with City staff the conditional data found across the network clearly shows that the City has applied strong, preventative maintenance strategies over the past four years. We continue to see an annual conditional increase within the Arterial program, however, the Local program is showing signs of only moderate improvement. Pavement management involves frequent preventative maintenance; as pavement deteriorates through heavy traffic impacts, weathering and time, preventative maintenances (such as slurry seal, stop gap, etc.) have limited benefits. More aggressive rehabilitation applications/funding have to be utilized. Our study has shown that key Arterial slurry and local overlay projects will be needed over the next five years to improve the network’s level of condition.
Currently, the City’s two major streets networks (Arterial & Local) hold very different weighted PCI values; it is our recommendation that a proactive, common sense Local overlay program be assessed and scheduled over the next several fiscal years while only minimal slurry/overlay projects be applied to the Arterials. This will ensure that the citywide weighted PCI will increase and allow for routine slurry seal maintenance by FY 2026.
Through our analysis of the Lomita PMP we have found and recommend the following items which should be considered for a proactive approach to the PMP and future management of the program:
Arterials
The recent 2021 Arterial inspections and PCI results have indicated that the Lomita Arterial network is currently in “Very Good” condition (weighted avg. PCI of 85.2). At a minimum, to maintain this condition it is critical that preventive maintenance activities are funded at the levels identified on page 9 and its corresponding Section IV spreadsheet reports to maintain a “Very Good” network weighted average PCI value.
Our Arterial findings for conditional data and recommendations for revenue expenditures are shown below:
• The Arterial/Collector network has a weighted PCI of 85.2; • Currently, 9% of the arterial network (approx. 0.3 miles) qualify for overlay/reconstruction maintenance; 15% (approx. 0.5 miles) qualify for slurry seal maintenance; • At a minimum, Arterial maintenance projects should focus on the maintaining the current PCI at a weighted average of 85.2 within next five years;
o Maintain the Arterial revenues at an average annual level of $105,500/yr for the term of the CIP to generate the PCI identified within Table 4, page 9; November 7, 2023, Reg CC Mtg., Page # 185
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• Develop a proactive fiscal and planned approach to identify Arterial slurry projects based on the deterioration modeling within StreetSaver;
o Demonstrated budget shown within Table 3, page 9 is ample to sustain the Arterial weighted PCI of 85.2 to 85.0 after five years, additionally, the citywide deferred backlog decreases from a level of $3.9 million to $2.9 million after five years; • Perform pavement inspections on the Arterial network every three years to build a solid planning model within StreetSaver to track PCI deterioration; also follows METRO guidelines for PMP’s; Locals
The recent 2021 Local inspections and PCI results have indicated that the Lomita Local network is currently in “Good” condition (weighted avg. PCI of 69.2). At a minimum, to improve this condition, it is critical that preventive maintenance and overlay activities are funded at the levels identified on page 9 and its corresponding Section IV spreadsheet reports to reach a “Very Good” network weighted average PCI value. Our Local network findings for conditional data and recommendations for revenue expenditures are shown below:
• The Local network has a weighted PCI of 69.2;
• Currently, 30% of the local network (approx. 8.5 miles) qualify for overlay/reconstruction maintenance; 24% (approx. 6.9 miles) qualify for slurry seal maintenance; o With Local conditions showing 8.5 miles of streets in need of major rehabilitation a continuous and proactive Local CIP program needs to be sustained; • At a minimum, Local maintenance projects should focus on the maintaining the current PCI at a weighted average of 72 within next five years;
o Maintain the Local revenues at an average annual level of $357,700/yr for the term of the CIP to generate the PCI identified within Table 4, page 9; • Develop a proactive fiscal and planned approach to identify Local overlay projects based on the deterioration modeling within StreetSaver;
o Demonstrated budget shown within Table 3, page 9 is ample to increase the Local weighted PCI of 69.2 to 79+ after five years, additionally, the citywide deferred backlog decreases from a level of $3.9 million to $2.9 million after five years; • Perform pavement inspections on the Local network every three years to build a solid planning model within StreetSaver to track PCI deterioration; also follows METRO guidelines for PMP’s; November 7, 2023, Reg CC Mtg., Page # 186
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SECTION II
PAVEMENT MANAGEMENT PROGRAM / CAPITAL IMPROVEMENT PROGRAM Bucknam Infrastructure Group, Inc. (Bucknam) performed the following services in accordance with the scope of services that was contracted with the City of Lomita. As a quick overview, the following tasks were performed to complete the work over the past several months:
2020-21 Pavement Management Work Efforts:
Task 1: Project Kickoff-Data Management
Task 2: Update of Maintenance Activities
Task 3: Pavement Condition Survey (approx. 32 miles)
Task 4: Budgetary Analysis and Capital Improvement Reports Task 5: Executive Summary and Final CIP Reports
Task 6: Mapping of the Pavement Network
Summary of Pavement Management Program 2020-21
As a part of the 2020-21 update of the pavement management program, a major element of work was to complete a comprehensive assessment of the existing street network and PMP database within the City.
This included assessing the City’s existing 2017 StreetSaver dataset, GIS, street naming conventions and work history information. From there, Bucknam worked with the City to confirm public and private street listings which set the foundation for accurate CIP reporting. All data was then updated into the City’s StreetSaver database.
Work history information was provided by the City in the form of completed bid documents, field notes, institutional knowledge, and previous dataset and Excel documents. This information was entered into the proper pavement segments that match the limits of those projects. From there, CIP pavement recommendations were performed (discussed and demonstrated below) where the pavement maintenance information the City provided (PMP material practices, unit costs, and capital budgets) were used to generate recommendations through the StreetSaver system.
Table 5 demonstrates PCI ranges defaulted within StreetSaver. Once a pavement inspection is complete, a PCI is calculated for each pavement section. Each PCI calculated falls within a defined PCI range category (Excellent, Poor, etc.). Furthermore, a weighted PCI was calculated for the each functional class within the network (arterials and locals).
The PCI is a condition rating that ranges from 100 (a new pavement section or recently overlaid or reconstructed) to 0 for a section that has structurally failed and deteriorated dramatically. Weighted average PCI of a given area/zone = pavement section PCI multiplied by its own area divided by the total square footage of the given area/zone. This information can also be represented through StreetSaver to show how much square footage or percentage of area falls within a PCI range category.
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PCI RANGE CONDITION
86-100 Excellent
71-85 Very Good (Lomita Network 2020-21 = 72.5)
56-70 Good
41-55 Fair
26-40 Poor
11-25 Very Poor
0-10 Failed
Table 5 - PCI Range
These condition ranges are defined by the ASTM and defaulted within the StreetSaver software. The summary of all roads condition data and their representative PCI's can been seen in the Pavement Condition Report in Section III.
STRATEGY ASSIGNMENT TABLE
Once the appropriate activities from the above listings were selected by the City, a Maintenance Strategy Table was defined within the system that allocated the appropriate actions to the specific repair needs of the street. In defining the maintenance strategy list, emphasis was placed on defining pavement condition thresholds and using the PCI for the specific maintenance activities within these categories.
Strategy Assignment Table
Table 6- Strategy Assignments
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The Strategy Assignments List, shown in Table 6, was developed to identify the most critical segments in each of the work programs (Arterial, Collector and Local).
Segment priorities were established by determining the range of PCI's requiring first attention based on the relative value of each segment’s PCI, thus maximizing the annual maintenance budget. Also, distress quantity, area extent, type and severity were critical elements in the decision process for recommending maintenance. The assignment table is used as a guide within StreetSaver to recommend maintenance, however, further assessment by City staff and/or outside parties can override maintenance recommendations. This can be done by reviewing and assessing distress extents and their weighted percentages.
Once the strategy assignments were set within the system, budgets and work assignments were generated for each work program on an annual basis. Using pavement deterioration curves for each type of pavement surface and class of road, both current year and future years work requirements for each pavement segment within the City were determined. In forecasting the maintenance requirements in future years, the current PCI value is reduced annually for each pavement segment based on the StreetSaver deterioration curves within the City’s database.
Likewise, maintenance activities performed in a given year increase the PCI value as they are applied to the segment. The overall program is dynamic in that each strategy consists of a cyclic series of actions that simulates the pavement anticipated life cycle.
Figure 3 – Sample Pavement Life Cycle
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ANNUAL WORK PROGRAM PROJECTIONS
The goal of these projections is to assist City policy makers in utilizing the recommendations of the StreetSaver system. By using the City of Lomita’s current budgets and maintenance practices the system will develop “section unique” improvements and strategies. Each segment will be tied to a specific fiscal year. As shown in the following pages, we have assessed the budgets that have been projected to meet the maintenance and rehabilitations needed to maximize the City’s return on investment. The budget forecasting goal for the City network focused on:
❖ Establishing a proactive multi-year Maintenance & Rehabilitation Program; ❖ Developing a preventive maintenance program; and
❖ Selecting the most cost-effective repairs based on City strategies ACTUAL BUDGET – The Actual budget was generated for the City to demonstrate how current FY 2021 through 2026 Public Works budgets perform against today’s conditions; TDA: $68,661
Measure R Local Return: $202,479
Measure M Local Return: $292,580
Proposition C: $344,212**
SB1: $405,806
General Fund: $175,000
$1,488,738/yr*
*City has indicated that it expects to receive the annual amount shown above based upon the listed funding sources.
** Proposition C Funding is only allocated for transportation/transit street projects MAINTAIN BUDGET – The Maintain budget was generated for the City to demonstrate what level of annual pavement CIP funding is necessary to maintain the current condition of 69.3; *All multi-year budget projections include a 3% inflation rate for the term of the budget forecast.
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ARTERIAL-COLLECTOR / LOCAL
BUDGET PROJECTIONS
The annual projected revenues shown below only account for the cost of pavement maintenance and rehabilitation activities.
A 30% contingency was applied to the pavement costs. Additional soft costs not included within the cost of pavement maintenance include:
• Right-of-way, curb & gutter, ADA ramp improvements;
• Utility improvements;
• Tree removals;
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ACTUAL BUDGET PROGRAM (FIVE YEAR MODEL)
The first key step in developing a proactive PMP is to model the City’s existing conditions against a projected and/or available budgets. In doing this, PCI performance, deferred maintenance and pavement application uses are able to benchmarked and demonstrated in a positive or negative result. With the City striving to show proactive maintenance across all City pavements and neighborhoods, a budget program was generated to show the greatest return on investment through the application of slurry seal, cape seal, grind & overlay and alternative overlay maintenance. Bucknam utilized the City’s $1.5 million/yr budget to establish a benchmark scenario for pavement funding. $7.5 MILLON, FIVE-YR BUDGET PROGRAM
This budget program incorporates pavement sections that have a functional class of Arterial (A, C), Local (L).
Table 7 – Citywide Projection Utilizing $7.5 Million/ Five-Yr Budget By modeling the existing pavement conditions against the City’s actual/five-yr funding, we have found that two positive results occur, first, the weighted PCI for the entire network increases from a level of 72.5 to a level of 78.2 after the five year CIP (See Figure 4 on following page). We have included the City’s scheduled Zone C&F FY 2021-22 and Zone G FY 2022-23 projects within this model.
Secondly, the resulting deferred maintenance backlog decreases from $3.9 million to $2.9 million by year 2026. Thisindicates that a $7.5 million/five-yr pavement budget is ample enough to generate the desired results on the pavement network.
As shown, this projection model does meet the initial goal of maintaining or increasing the City’s pavement network PCI. In order for these scenarios to continue to produce these results proactive and continued funding is necessary. On a biennial basis, the City should monitor the management of Local overlay schedule and deferred maintenance. The potential delay in projects and the resulting buildup of more overlay work in the five-year time frame is not a debt that City will want to continue to accumulate.
We recommend that a stronger focus be placed on the Local network improvements due to the fact that the Local network is almost three times as large in total square footage and has a lower weighted PCI than the arterials. We still recommend minor slurry seal maintenance to the arterial network, i.e. localized patching, slurry seal and the use of awarded Prop. C & Measure M funds. But again, with the Local network showing a higher degree of negative results, a updated focus for zoned area maintenance and proactive overlays should be implemented.
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Figure 4 – Resulting Network PCI ($7.5 Million/Five-yr Budget) A local slurry/overlay maintenance “area” strategy should be established for several reasons. With the City applying a maintenance area methodology to the local network, four beneficial impacts occur:
1) Planned / Maintenance areas are addressed every five years which creates a dedicated project schedule for City staff and constituent inquiries; 2) Deferred overlay maintenance can be addressed in a more effective manner due to accrued revenues
3) A preventative maintenance strategy is more cost-effective in a long-term PMP rather than implementing a maintenance approach that addresses only the “worst-first” streets. 4) All maintenance alternatives are available due to the increased funding and focused maintenance within one zone per year.
On the negative side, if low weighted PCI values occur within a given zone, all streets within that zone may not be able to be addressed with maintenance when that zone is scheduled for maintenance. The deferred maintenance will have to be scheduled for maintenance in future years or simply will have to wait until the zone cycle repeats.
The Local maintenance model that has been developed under the Actual budget can be used as a benchmark to monitor the City’s annual budget allocations as the network continues to mature and age; the proper amount of funding for slurry seal and overlay maintenance needs to be the City’s highest priority. Additionally, it is recommended that the City continue to monitor the application of Mill & Cap as an asphalt application for the specific Local sections. Specific sections are now qualifying for maintenance that warrants a stronger application rather than a typical slurry seal. With a five to seven year cycle in motion, it is essential to address Local sections that have PCI’s less than 65 with the proper maintenance since crews will not be back within that area for five to six years.
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The resulting “increase of the weighted PCI” shown above demonstrates how applying adequate capital funds to specific areas of the network allows the City’s pavement to improve at a rate that is conducive to a successful PMP (i.e. proper/timely application of preventive maintenance and extension of section life-cycles through timely overlays). Additionally, even with an ample budget, the City should continue to implement localized maintenance (i.e. deep patching, leveling courses, crack sealing, etc.) prior to any major slurry seal and/or overlay maintenance. By performing stop gap measures to individual pavement sections the overall performance of the sections condition will improve over time and sustain itself longer than if no preventive maintenance was performed.
On the flip side, if limited annual funding is applied to the network over the next five years (i.e. citywide budget of $200,000/yr) an additional drop in overall weighted PCI will occur and deferred maintenance/CIP projects will exceed $10 million. Limited funding equals deferred projects which does not allow necessary overlay projects to be completed in a timely manner on the arterial, collector and local networks.
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MAINTAIN PROGRAM (FIVE YEAR MODEL)
MAINTAIN – A common question from City staff is “what level of funding is necessary to maintain the asset?” Utilizing the City’s previous Actual Budget PMP scenario as a benchmark, our goal under this model is to maintain the current 2021 weighted PCI of 72 through a five-year program. This model will demonstrate the necessary funding needed each fiscal year to achieve this goal.
The resulting PCI conditions and maintenance distributions are shown below.
MAINTAIN BUDGET PROGRAM
Maintain Budget Program incorporates pavement sections that have a functional class of Arterial (A), Collector (C) and Locals (L).
Table 8 – Citywide Projection Utilizing “Maintain” Budget By modeling the existing pavement conditions utilizing the City’s current unit costs and cost projections, we have found that one positive and one negative result occurs over the five year CIP. (See Figure 5 on the following page). First, the weighted PCI for the entire network does maintain itself (72.5 to 72.5) over the five year period based upon an average $463,200/yr budget. This result is positive in that the PCI does not drop for a long-term, however as described below, the amount of deferred maintenance that accumulates on the network by FY 2026 is not something that City should consider.
The resulting deferred maintenance backlog shows that it remains at a high level ($3.9 million to $6.9 million) after the five years program which indicates that an annual $463,200 budget is not ample enough to sustain deferred maintenance on the pavement network in FY 2022. Limited funding does not allow necessary overlay projects to be completed on the arterial, collector, and local networks; this in turn defers maintenance to latter years of the CIP thus increasing the costs of maintenance. This problem will continue to build upon itself unless an influx of overlay revenue is generated by the City.
Note this projection model does meet the initial goal of maintaining or increasing the City’s pavement network PCI; if this model is extended to FY 2031 the City would see a decrease in PCI and further increases in deferred maintenance. With today’s economic issues at the Federal, State and local levels; the City should continuously monitor the management of overlay deferred maintenance. The potential delay in projects and the resulting buildup of more overlay work in the five-year time frame is not a debt that City will want to accept.
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Figure 5 – Resulting Network PCI (Maintain Budget)
DEFERRED MAINTENANCE
Delaying repairs on streets where pavement conditions indicate a need generates deferred maintenance or “backlog”. Deferred maintenance is work that is postponed to a future budget cycle, or until funds are available. As maintenance is deferred, the opportunity to apply preventive, life extending pavement treatments is forfeited and the ultimate cost of rehabilitation multiplies (i.e. slurry seal costs to overlay costs). By using the City’s pavement maintenance applications and their associated unit costs, when a budgetary model is exercised within the PMP software the amount of deferred maintenance is calculated.
Based upon the available budget applied to the model, deferred maintenance will increase or decrease.
As maintenance is deferred, the opportunity to apply life extending preventive pavement applications is lost and the ultimate cost of rehabilitation multiples.
Through Bucknam analysis of the previous pavement database, work history dates and our experience with AC Overlay deterioration rates, it is important to point out that pavementsections that were overlaid in fiscal year 2008 will need proper overlay maintenance approximately around fiscal year 2022-23 and beyond.
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PAVEMENT MANAGEMENT PROGRAM REPORTS
In addition to the annual budget scenario, this report contains a comprehensive and complementary assemblage of pavement management reports ranging from summary reports to annual maintenance and rehabilitation schedules (Forecasted Maintenance Report, Section IV). Collectively, as well as individually, the reports represent reasonable projections of pavement maintenance needs and performance based on visual condition assessments, unit cost estimates, and pavement deterioration models. These recommendations are for planning purposes only; City staff make all final decisions are project locations.
It is important to note that pavement segment dimensions and surface area recorded during 2011-2017, and 2021 inspections, along with the action and repair costs, as presented within the reports are accurate within tolerable limits. This is noteworthy due to the "implied" accuracy of reporting length and width to the nearest foot, surface area to the nearest square foot, and action and repair unit costs and project estimates to the nearest penny and dollar, respectively.
NEXT STEPS
As with any infrastructure management software program, time investments need to be made by key Public Works staff to maintain the integrity of the data as well as the accuracy. Bucknam can perform training sessions in the use of the StreetSaver tools and demonstrate how to generate standard commonsense reports to assist City staff in developing yearly budgets, project level analysis, and CIP projections.
This will be key to future management of the pavement program and reporting. City personnel need to maintain their commitment to the preventive maintenance system, while working toward reducing the City's present backlog of rehabilitation projects.
In order to ensure that report outputs are accurate and credible, it is essential that the integrity of all data files be maintained. This will require performing all necessary updates when changes are made to scheduling scenarios, unit cost information, historical data, etc. In addition, the entire pavement network will have to be re-inventoried at regular intervals. This typically includes surveying arterial and collectors every three years and locals every three. One recommendation the City may consider to keep the program “managed” is:
• Survey all arterials and collectors every three years; and • Survey all locals every three years
This will not only allow work to be scheduled based on the most current condition data available, but will provide City personnel with a means to monitor actual rates of pavement deterioration so appropriate modifications can be made to the system curves. To be compliant with the METRO requirements, the City must generate a triennial Pavement Management report indicating condition ratings, inspection dates and forecasted maintenance/rehabilitation recommendations.
Bucknam will be supporting the City with staff level support to assist in the continuous updates with the StreetSaver system. This will include work history updates, generating reports from the system, unit cost updates, and future inspections.
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CONDITION DISTRIBUTION REPORT
This report graphically depicts the distribution of the pavement condition throughout the street network by area.
The condition scheme ranges from “Excellent” to “Failed”; with an “Excellent” condition corresponding to a pavement at the beginning of its life cycle, and a “Failed” condition representing a badly deteriorated pavement with virtually no remaining life.
The table below shows the general description for each pavement condition:
Condition Description – PCI Range - Description
Excellent (86-100) - Minor to low distress, no significant distress; Very Good (71-85) - Little distress, with the exception of utility patches in good condition, or slight hairline cracks; may be slightly weathered; (City of Lomita citywide weighted average PCI is 72.5);
Good (56-70) - Slight to moderately weathered, slight distress, possibly patching; Fair (41-55) - Severely weathered or slight to moderate levels of distress, generally limited to patches and non-load-related cracking;
Poor (26-40) - Moderate to severe distresses including load-related types, such as alligator cracking;
Very Poor (11-25) - Severely distressed, large quantities of distortion or alligator cracking;
Failed (0-10) - Failure of the pavement, distress has surpassed tolerable rehabilitation limits.
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CALCULATION OF PCI
In order to calculate a Pavement Condition Index (PCI) value within StreetSaver, specific street section data needs to be inputted into StreetSaver to define the survey limits, asphalt types, pavement age and metrics. Pavement “sections” are pavement segments within the defined branch that have consistent pavement street classifications, construction/maintenance histories and use. Representative inspection samples are then selected and visually surveyed to locate distress data. This data is used to calculate the pavement sections Pavement Condition Index (PCI) which includes distress type, extent of the distress and its severity.
The PCI is a condition rating that ranges from 100 (pavement section that is in perfect condition) to 0 for a section that has structurally failed and deteriorated dramatically. The PCI is calculated from three major data entries from our inspectors:
1. Distress Type (one of 20 AC or 19 PCC types); these include alligator cracking, bleeding, block cracking, corrugations, depressions, long/trans cracking, patch/utility cut, potholes, rutting, weathering, raveling, etc.
2. Distress Quantity (the square footage, length or count of a specific distress)
3. Distress Severity (the level of severity determined for each distress found; low, medium or high)
Figure 6 – PCI Calculation Worksheet
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Figure 7 – Arterial Condition Distribution
Figure 8 – Local Condition Distribution
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SAMPLE DISTRESS PHOTOS – RECOMMENDED TREATMENT (FIGURE 9) Bucknam Infrastructure Group
1. Alligator Cracking
Cracks that form a chicken wire or
alligator scale like pattern.
Low Severity: Thin parallel
longitudinal cracks that may come
together at certain points, but full
alligator pattern is not present yet.
Medium Severity: Further
development of cracks into alligator
pattern. Cracks are starting to spall.
High Severity: Alligator pattern is
heavily developed, and cracks are
spalled to the point where individual
pieces may become separated.
Typical Recommendation: Low severity, R&R – Patching, crack sealing; high severity R&R-overlay
2. Bleeding
Bleeding occurs when incorrectly
mixed asphalt is applied and in hot
weather the asphalt or tar rises to the
surface.
Severity is determined by the amount
of asphalt/tar present.
Typical Recommendation: Low
severity, apply coarse sand; high
severity, grind or heat planer excess,
resurfacing may be necessary
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3. Block Cracking
Longitudinal and transverse cracks
that intersect to form smaller than
10x10 ft blocks. Creates uniform
blocks with straight edges.
Low Severity: Cracking is less than
3/8 inches.
Medium Severity: Cracking
between 3/8 and 3 inches.
High Severity: Cracking is over 3
inches.
Typical Recommendation: Low
severity, crack sealing; high severity, R&R-overlay
4. Bumps and Sags
Small, localized, and linear upward
or downward displacements of
pavement, which can be caused by
a variety of factors.
Severity is determined by the
extent to which ride quality is
diminished.
Typical Recommendation: R&R -
Patching
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5. Corrugation
Closely spaced Bumps and or Sags that
form a washboard effect in the
pavement.
Severity is determined by the extent to
which ride quality is diminished.
Typical Recommendation: Low severity,
R&R – Patching; high severity, R&Roverlay
6. Depression
Localized area of pavement with a lower
elevation than the surrounding
pavement.
Low Severity: depth of ½ to 1 inch.
Medium Severity: depth of 1 to 2
Inches.
High Severity: depth greater than 2
inches.
Typical Recommendation: R&R - Patching
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7. Edge Cracking
Cracks that are parallel to the
edge of the pavement that may
cause a break up of pavement.
Low Severity: Low or Medium
cracking with no breakup.
Medium Severity: Medium
cracking with some breakup.
High Severity: Considerable
breakup of pavement.
Typical Recommendation: R&R -
Patching
8. Joint Reflective Cracking
Cracking that is reflected through
AC pavement when it is overlaid
on top of PCC pavement.
Low Severity: Cracking is less than
3/8 inches.
Medium Severity: Cracking
between 3/8 and 3 inches.
High Severity: Cracking is over 3
inches.
Typical Recommendation: R&R -
Overlay
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9. Lane / Shoulder Drop-off
Elevation change between
pavement and shoulder.
Low Severity: Difference in
elevation is between 1 and 2
inches.
Medium Severity: Difference in
elevation is between 2 and 4
inches.
High Severity: Difference in
elevation is over 4 inches.
Typical Recommendation: R&R –
Patching or edge grinding
10. Linear & Transverse Cracking
Cracks that are generally either parallel or
perpendicular to traffic.
Low Severity: Cracking is less than 3/8 inches.
Medium Severity: Cracking is between 3/8 and 3
inches.
High Severity: Cracking is over 3 inches.
Typical Recommendation: Low severity, crack
sealing; high severity, R&R - Overlay
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11. Patching
Area of pavement that has been
replaced.
Severity is determined by the
quality of the patch and the
extent to which ride quality is
diminished.
Typical Recommendation: R&R –
structural / non-structural overlay
12. Polished Aggregate
Distress where traffic smooths
the pavement surface so friction
is diminished and cars can slide.
There are no Severity Levels for
this distress.
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13. Pothole
Severity Measured using the following Matrix.
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14. RR Crossing
Pavement distresses caused by
railroad crossings.
Severity is determined by the extent to
which ride quality is diminished.
Typical Recommendation: R&R -
Patching
15. Rutting
Linear depressions along wheel
paths caused by traffic.
Low Severity: Depth is ¼ to ½
inches.
Medium Severity: Depth is ½ to
1 inch.
High Severity: is greater than 1
inch.
Typical Recommendation:
Pavement with deeper ruts
should be leveled and overlaid
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16. Shoving
Displacement of pavement
creating a “wave” over a more
solid surface.
Severity is determined by the
extent to which ride quality is
diminished.
Typical Recommendation: R&R -
Patching
17. Slippage Cracking
Half-moon shaped cracks
where wheels cause pavement
to slide.
Low Severity: Average crack
width is less than 3/8 inch.
Medium Severity: Crack width
is between 3/8 and 3/2 inches.
High Severity: Crack width is
greater than 3/2 inches.
Typical Recommendation: R&R
- Patching
November 7, 2023, Reg CC Mtg., Page # 209
City of Lomita Page 24
2021 Pavement Management Program
Final Report – May 26, 2021 Section II
18. Swell
Upward Bulges creating “wave-like”
patterns.
Severity is determined by the extent to
which ride quality is diminished.
Typical Recommendation: Low severity,
R&R – Patching; high severity, R&Roverlay
19. Weathering
The wearing away of the asphalt binder.
Low Severity: Aggregate is starting to be
exposed.
Medium Severity: Aggregate is exposed
up to ¼ of its width.
High Severity: Aggregate is exposed to
greater than ¼ of its width.
Typical Recommendation: naturally
occurring, slurry seal
20. Raveling
The further weathering of asphalt so that
coarse aggregate is separating out of
pavement.
Medium Severity: Considerable loss of
aggregate.
High Severity: Almost complete removal
of coarse aggregate.
Typical Recommendation: Low severity,
R&R – Patching; high severity, R&Roverlay
November 7, 2023, Reg CC Mtg., Page # 210
City of Lomita Page 25
2021 Pavement Management Program
Final Report – May 26, 2021 Section II
PORTLAND CEMENT CONCRETE (PCC)
1. Blowup
Buckling at cracks or joints where
there is not enough room for slab
expansion.
Severity is determined by the
extent to which ride quality is
diminished.
2. Corner Break
Crack close to corner of slab that
creates a corner piece.
Low Severity: Crack is less than ½
inches wide.
Medium Severity: Crack is
between ½ and 2 inches wide.
High Severity: Crack is wider than
2 inches.
November 7, 2023, Reg CC Mtg., Page # 211
City of Lomita Page 26
2021 Pavement Management Program
Final Report – May 26, 2021 Section II
3. Divided Slab
Slab that is broken up into four or
more pieces by cracks.
Severity is determined by the
following matrix.
4. Durability Cracking
Pattern of cracks parallel to joints
caused by freeze-thaw expansion of
large aggregate.
Low Severity: Durability cracking
covers less than 15 percent of slab.
Medium Severity: Durability cracking
covers more than 15 percent of the
slab.
High Severity: Durability cracking
covers more than 15 percent of slab
and most pieces have come out.
November 7, 2023, Reg CC Mtg., Page # 212
City of Lomita Page 27
2021 Pavement Management Program
Final Report – May 26, 2021 Section II
5. Faulting
Elevation Difference between
slabs.
Low Severity: Elevation difference
is between 1/8 and 3/8 inch.
Medium Severity: Elevation is
between 3/8 and ¾ inch.
High Severity: Elevation is greater
than ¾ inch.
6. Joint Seal Damage
Damage to sealant between joints
that allows soil, rock, or water
infiltration.
Low Severity: Joint sealant has only
minor damage.
Medium Severity: Joint sealant is in
fair condition. Water can infiltrate
and vegetation may be present.
High Severity: Joint sealant is in
poor condition. It may be missing
and rocks may be present.
November 7, 2023, Reg CC Mtg., Page # 213
City of Lomita Page 28
2021 Pavement Management Program
Final Report – May 26, 2021 Section II
7. Lane / Shoulder Drop-Off
The Elevation difference between
pavement and shoulder.
Low Severity: Elevation difference is
between 1 and 2 inches.
Medium Severity: Elevation
difference is between 2 and 4
inches.
High Severity: Elevation difference
is greater than 4 inches.
8. Linear Cracking
Cracks that divide slab into two or
three pieces.
Low Severity: Crack is less than ½
inch wide.
Medium Severity: Crack is between
½ and 2 inches wide.
High Severity: Crack is wider than 2
inches.
November 7, 2023, Reg CC Mtg., Page # 214
City of Lomita Page 29
2021 Pavement Management Program
Final Report – May 26, 2021 Section II
9. Large Patch
Patch that is larger than 5.5 sq ft.
Low Severity: Patch has little or no
deterioration.
Medium Severity: Patch is
moderately deteriorated.
High Severity: Patch is badly
deteriorated.
10. Small Patch
Patch that is smaller than 5.5 sq ft.
Low Severity: Patch has little or no
deterioration.
Medium Severity: Patch is
moderately deteriorated.
High Severity: Patch is badly
deteriorated.
November 7, 2023, Reg CC Mtg., Page # 215
City of Lomita Page 30
2021 Pavement Management Program
Final Report – May 26, 2021 Section II
11. Polished Aggregate
Distress where traffic smooths the
pavement surface so friction is
diminished and cars can slide.
There are no Severity Levels for this
distress.
12. Popouts
Small piece of pavement that breaks
loose from surface.
There are no Severity Levels for this
distress, however popouts must
cover 3 per sq. meter of the slab.
November 7, 2023, Reg CC Mtg., Page # 216
City of Lomita Page 31
2021 Pavement Management Program
Final Report – May 26, 2021 Section II
13. Pumping
Ejection of material from slab
foundation through joints or cracks
along with water.
There are no Severity Levels for this
distress.
14. Punchout
Localized area of a slab that is broken
into many pieces.
Severity is determined by the
following matrix.
November 7, 2023, Reg CC Mtg., Page # 217
City of Lomita Page 1
2021 Pavement Management Program
Final Report – May 26, 2021 Section III
SECTION III
CITYWIDE
PAVEMENT CONDITION INDEX REPORT
A. Lomita 2020-21 PCI Map
B. A to Z
C. PCI Order
November 7, 2023, Reg CC Mtg., Page # 218
City of Lomita Page 2
2021 Pavement Management Program
Final Report – May 26, 2021 Section III
PAVEMENT CONDITION INDEX (PCI) REPORT – DATA DEFINITIONS Listed alphabetically by street name or PCI, this report provides the City with a listing of pertinent inventory and pavement condition data for each inventory unit within the City's pavement network. The Pavement Condition Index (PCI) Report notes the names, limits, classification, dimension, surface type, and lane configuration of each inventory unit.
Detailed descriptions of the information appearing on this report are presented below:
BRANCH NAME - The name of each inventory unit appears in this column. Generally, the inventory unit name is taken directly from a street sign; however, where no street signs are posted, the name appearing on the network map is noted instead.
A sample set of street name suffix abbreviation definitions is presented below:
AV - Avenue CT - Court CIR - Circle
DR - Drive LN - Lane RD - Road
ST - Street WAY - Way EB - East Bound
NB - North Bound SB - South Bound WB - West Bound
FROM - A description of the beginning limit of each inventory unit appears in this column. If the beginning limit exists between intersections, then the beginning limit description may be an address, post mile marker, or a distance from a known point of reference (e.g., "500' N/MAIN ST").
TO - A description of the ending limit of each inventory unit appears in this column. Like BEGIN limit, the END limit description may consist of a street name, an address, or a distance from a known point of reference. In the case of cul-de-sacs, or dead-ends, the END limit consists of and address, or a directional reference, such as "NORTH END," when no address is available.
RANK - The codes for the three functional classifications as the inventory unit appears in this column are represented below. Basically, units are classified according to traffic volume.
CODE DESCRIPTION
A, C Arterial, Collector
L Local
SURFACE TYPE - A code was assigned to each inventory unit to describe surface type.
CODE DESCRIPTION
AC Asphalt Concrete
PCC Concrete
LENGTH - The length of the section within each branch.
UNITS - The unit of measurement for the section length, typically linear feet (LF).
November 7, 2023, Reg CC Mtg., Page # 219
City of Lomita Page 3
2021 Pavement Management Program
Final Report – May 26, 2021 Section III
AREA - The area of each section within a branch.
UNITS - The unit of measurement for the section area, typically square feet (SF).
PCI - Pavement Condition Indices were calculated for inventory units based on severity and extent of distress manifestations observed within the inventory unit. Ranging between 0 and 100, a PCI of "100" corresponds to a pavement at the beginning of its life cycle, while a PCI of "0" corresponds to a badly deteriorated pavement which is at or near the end of its life cycle.
PCI CLIMATE, LOAD AND OTHER – reflects “Section Extrapolated Distress”; these values are shown within the Sample Distresses tab within the PCI window. Distresses are aggregated based on the type and severity level. For random samples, distress quantities are adjusted to reflect the extrapolated value based on the sections total area. Extrapolated distress deducts are classified as resulting from Climate, Load and Other distresses. The Distress Classification portion of the tab shows the “percent” of extrapolated distress deduct belonging to Climate, Load and Other (these %’s are shown within the PCI reports herein). These values are beneficial in that they support the decision whether to recommend slurry seal, overlay or reconstruction projects for street sections. For instance, there may be two street segments that have a PCI of 60 respectively, however, one section has 80% climate based distress which may require a crack seal/slurry application while the other section has 80% load bearing distress which may require a grind/overlay application.
INSPECTION DATE – Represents the most recent inspection date performed on a given sections. PCI shown is historical in value and may not indicate what “today’s” PCI is due to variance in time. Pavement deterioration calculations can be performed on a section(s) to demonstrate a deteriorated PCI based upon a new current date.
November 7, 2023, Reg CC Mtg., Page # 220
City of Lomita Page 4
2021 Pavement Management Program
Final Report – May 26, 2021 Section III
Figure 10 – Lomita 2020-21 PCI Map
November 7, 2023, Reg CC Mtg., Page # 221
City of Lomita Page 1
2021 Pavement Management Program
Final Report – May 26, 2021 Section IV
SECTION IV
FORECASTED MAINTENANCE REPORT
A. Forecasted Maintenance Maps (2021--2026)
B. Recommended Budget, Five Year Plan (2021-2026)
November 7, 2023, Reg CC Mtg., Page # 222
City of Lomita Page 2
2021 Pavement Management Program
Final Report – May 26, 2021 Section IV
FORECASTED MAINTENANCE REPORT
Listed in chronological order by rank, plan year, then alphabetically by street name, this report presents the year and action corresponding to the next scheduled work activity for each segment within the pavement network.
ACTUAL/RECOMMENDED BUDGET – The Actual budget was generated for the City to demonstrate how current FY 2021 through 2026 Public Works budgets perform against today’s conditions; TDA: $68,661
Measure R Local Return: $202,479
Measure M Local Return: $292,580
Proposition C: $344,212**
SB1: $405,806
General Fund: $175,000
$1,488,738/yr*
*City has indicated that it expects to receive the annual amount shown above based upon the listed funding sources.
** Proposition C Funding is only allocated for transportation/transit street projects We have sorted the following report by functional class (rank) for easy review (Arterial – Local, A to Z order).
November 7, 2023, Reg CC Mtg., Page # 223
City of Lomita Page 3
2021 Pavement Management Program
Final Report – May 26, 2021 Section IV
Figure 11 – 2021-22 Forecasted Maintenance
November 7, 2023, Reg CC Mtg., Page # 224
City of Lomita Page 4
2021 Pavement Management Program
Final Report – May 26, 2021 Section IV
Figure 12 – 2022-23 Forecasted Maintenance
November 7, 2023, Reg CC Mtg., Page # 225
City of Lomita Page 5
2021 Pavement Management Program
Final Report – May 26, 2021 Section IV
Figure 12 – 2023-24 Forecasted Maintenance
November 7, 2023, Reg CC Mtg., Page # 226
City of Lomita Page 6
2021 Pavement Management Program
Final Report – May 26, 2021 Section IV
Figure 13 – 2024-25 Forecasted Maintenance
November 7, 2023, Reg CC Mtg., Page # 227
City of Lomita Page 7
2021 Pavement Management Program
Final Report – May 26, 2021 Section IV
Figure 14 – 2025-26 Forecasted Maintenance
November 7, 2023, Reg CC Mtg., Page # 228
City of Lomita, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Street ID Section ID Name From To Functional Class Type Lanes Length Width True Area Insp Date PCI PCI Climate % PCI Load % PCI Other % Work Type Work Date Arterials
1840 1325 NARBONNE AVE - 1840 PACIFIC COAST HWY S CITY LIMIT A - Arterial A - AC 4 1,610 61 96,743 4/14/2021 22 27 65 8 1950 1136 PALOS VERDES DR - 1950 WESTERN AVE E CITY LIMIT A - Arterial A - AC 6 541 100 47,184 3/29/2021 82 44 55 1 CAPE SEAL 6/1/2018 1950 1345 PALOS VERDES DR - 1950 ROLLING VISTA DR 1011 FT E/O ROLLING VISTA DR A - Arterial A - AC 6 1,011 100 91,278 3/29/2021 84 94 0 6 CAPE SEAL 6/1/2018 1950 1135 PALOS VERDES DR - 1950 W CITY LIMIT ROLLING VISTA DR A - Arterial A - AC 6 1,092 100 99,049 3/29/2021 85 77 0 23 CAPE SEAL 6/1/2018 1730 1034 LOMITA BLVD - 1730 PENNSYLVANIA AVE CYPRESS ST A - Arterial C - AC/PCC 4 934 54 63,055 3/23/2021 88 22 73 5 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1950 1048 PALOS VERDES DR - 1950 WESTERN AVE 872 FT W/O WESTERN AVE A - Arterial A - AC 6 872 100 80,587 3/29/2021 88 71 5 24 CAPE SEAL 6/1/2018 1730 1041 LOMITA BLVD - 1730 WALNUT ST EBONY LN A - Arterial O - AC/AC 4 1,081 64 84,380 3/23/2021 91 47 0 53 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1730 1039 LOMITA BLVD - 1730 OAK ST ESHELMAN AVE A - Arterial O - AC/AC 4 928 64 60,371 3/23/2021 92 48 0 52 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1840 1072 NARBONNE AVE - 1840 248TH ST 250TH ST A - Arterial A - AC 4 531 56 28,637 3/30/2021 92 42 0 58 ARHM - OVERLAY 7/1/2017 1730 1036 LOMITA BLVD - 1730 NARBONNE AVE OAK ST A - Arterial O - AC/AC 4 935 64 70,422 3/23/2021 93 95 0 5 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1730 1033 LOMITA BLVD - 1730 CRENSHAW BLVD PENNSYLVANIA AVE A - Arterial C - AC/PCC 4 856 58 61,426 3/23/2021 94 86 0 14 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1730 1035 LOMITA BLVD - 1730 CYPRESS ST NARBONNE AVE A - Arterial C - AC/PCC 4 918 64 60,820 3/23/2021 94 100 0 0 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1730 1040 LOMITA BLVD - 1730 ESHELMAN AVE WALNUT ST A - Arterial O - AC/AC 4 868 64 60,318 3/23/2021 94 92 0 8 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1730 1042 LOMITA BLVD - 1730 EBONY E CITY LIMIT A - Arterial A - AC 4 28 58 2,502 4/14/2021 95 100 0 0 1840 1070 NARBONNE AVE - 1840 245TH ST LOMITA BLVD A - Arterial A - AC 4 248 57 11,289 3/23/2021 95 100 0 0 ARHM - OVERLAY 7/1/2017 1840 1071 NARBONNE AVE - 1840 LOMITA BLVD 248TH ST A - Arterial A - AC 2 968 56 53,959 3/30/2021 95 90 0 10 ARHM - OVERLAY 7/1/2017 1840 1073 NARBONNE AVE - 1840 250TH ST 253RD ST A - Arterial A - AC 4 1,428 56 79,732 3/30/2021 95 96 0 4 ARHM - OVERLAY 7/1/2017 1840 1074 NARBONNE AVE - 1840 253RD ST 255TH ST A - Arterial A - AC 4 686 56 37,810 3/30/2021 95 90 0 10 ARHM - OVERLAY 7/1/2017 1840 1307 NARBONNE AVE - 1840 240TH ST 245TH ST A - Arterial A - AC 2 1,367 51 60,286 3/23/2021 95 100 0 0 ARHM - OVERLAY 7/1/2017 1840 1360 NARBONNE AVE - 1840 255TH ST PACIFIC COAST HWY A - Arterial A - AC 4 1,055 56 50,343 3/30/2021 95 87 0 13 ARHM - OVERLAY 7/1/2017
3.4 1,200,191
Locals
1580 1054 EVANS CT - 1580 END CYPRESS ST L - Local (7) A - AC 2 324 15 3,918 5/10/2021 5 40 19 40 1620 1359 FORRESTER DR - 1620 CYPRESS ST END L - Local (7) A - AC 2 405 15 4,486 5/10/2021 9 53 0 47 1080 1252 248TH ST - 1080 CYPRESS ST NARBONNE AVE L - Local (7) S - ST 2 770 26 20,935 3/30/2021 10 15 53 32 RECONSTRUCT SURFACE (ST) 7/20/2011 1080 1255 248TH ST - 1080 OAK ST ESHELMAN AVE L - Local (7) S - ST 2 830 26 22,700 4/14/2021 14 22 60 18 RECONSTRUCT SURFACE (ST) 7/20/2011 1540 1062 EBONY LN - 1540 252ND ST 253RD ST L - Local (7) A - AC 2 585 52 28,741 4/28/2021 15 35 53 12 1080 1257 248TH ST - 1080 WEST END E CITY LIMIT L - Local (7) S - ST 2 504 25 14,212 3/23/2021 16 8 74 18 RECONSTRUCT SURFACE (ST) 7/20/2011 2000 1156 REED ST - 2000 PACIFIC COAST HWY END L - Local (7) A - AC 2 236 31 8,748 5/10/2021 17 22 67 11 1065 1249 246TH ST - 1065 FALENA AVE END L - Local (7) S - ST 2 639 30 18,066 3/23/2021 19 22 52 26 RECONSTRUCT SURFACE (ST) 7/20/2011 1540 1302 EBONY LN - 1540 253RD ST WALNUT ST L - Local (7) A - AC 2 142 48 6,870 4/28/2021 19 9 83 8 2230 1100 WOODWARD AVE - 2230 247TH ST 250TH ST L - Local (7) A - AC 2 825 26 21,029 5/5/2021 19 15 64 21 1075 1276 247TH ST - 1075 WOODWARD AVE OAK ST L - Local (7) S - ST 2 439 26 12,307 5/5/2021 20 30 53 18 RECONSTRUCT SURFACE (ST) 7/20/2011 1131 1169 253RD ST - 1131 WALNUT ST EBONY LN L - Local (7) O - AC/AC 2 60 13 3,049 4/28/2021 20 24 64 13 SLURRY SEAL 10/1/2016 1080 1256 248TH ST - 1080 ESHELMAN AVE END L - Local (7) S - ST 2 354 20 6,038 4/14/2021 21 60 40 0 RECONSTRUCT SURFACE (ST) 7/20/2011 1500 1224 CYPRESS ST - 1500 LOMITA BLVD 246TH PL L - Local (7) A - AC 2 679 26 17,542 3/31/2021 21 9 91 0 2090 1281 TURRELL ST - 2090 END WALNUT ST L - Local (7) A - AC 2 500 20 12,759 4/28/2021 21 33 54 13 1870 1175 NORDMAN ST - 1870 WALNUT ST END L - Local (7) A - AC 2 536 28 13,761 4/14/2021 22 27 64 9 2200 1241 WALNUT ST - 2200 241ST ST TURRELL ST L - Local (7) A - AC 2 1,323 36 47,471 3/23/2021 22 22 59 19 1540 1061 EBONY LN - 1540 251ST ST 252ND ST L - Local (7) A - AC 2 445 52 24,164 4/28/2021 26 40 49 11 1150 1244 255TH ST - 1150 WALNUT ST E CITY LIMIT L - Local (7) A - AC 2 984 32 29,545 4/28/2021 27 21 68 11 SLURRY SEAL 10/1/2016 1610 1304 FEIJOA AVE - 1610 250TH ST 254TH ST L - Local (7) A - AC 2 1,521 26 40,160 5/5/2021 27 19 70 11 SLURRY SEAL 10/1/2016 1140 1263 254TH ST - 1140 END CYPRESS ST L - Local (7) A - AC 2 303 26 10,436 5/10/2021 28 0 83 17 SLURRY SEAL 10/1/2016 1250 1065 ABITA AVE - 1250 247TH ST END L - Local (7) A - AC 2 179 27 7,958 4/14/2021 28 38 62 0 2200 1237 WALNUT ST - 2200 END 241ST ST L - Local (7) A - AC 2 494 36 17,025 3/23/2021 28 26 55 19 1160 1220 256TH ST - 1160 WALNUT ST E CITY LIMIT L - Local (7) A - AC 2 988 32 29,798 4/28/2021 30 26 67 7 SLURRY SEAL 10/1/2016 1070 1043 247TH PL - 1070 END E CITY LIMIT L - Local (7) S - ST 2 784 25 22,319 3/23/2021 32 11 89 0 RECONSTRUCT SURFACE (ST) 7/20/2011 1500 1225 CYPRESS ST - 1500 246TH PL 247TH ST L - Local (7) A - AC 2 351 26 8,934 3/31/2021 33 26 25 48 1760 1066 LUCILLE AVE - 1760 243RD ST LOMITA BLVD L - Local (7) A - AC 2 552 20 11,134 3/23/2021 33 23 70 6 1080 1254 248TH ST - 1080 WOODWARD AVE OAK ST L - Local (7) S - ST 2 440 26 12,537 4/14/2021 34 25 48 26 RECONSTRUCT SURFACE (ST) 7/20/2011 1390 1119 BECKNEL AVE - 1390 253RD ST END L - Local (7) A - AC 2 114 22 4,326 4/15/2021 34 28 62 10 SLURRY SEAL 10/1/2016 2190 1122 VIANA AVE - 2190 PACIFIC COAST HWY END L - Local (7) A - AC 2 942 33 30,728 5/10/2021 34 23 76 1 SLURRY SEAL 10/1/2016 1131 1199 253RD ST - 1131 PENNSYLVANIA AVE END L - Local (7) A - AC 2 296 27 9,207 4/15/2021 36 32 68 0 SLURRY SEAL 10/1/2016 1530 1109 DORIA AVE - 1530 252ND ST SOUTH END L - Local (7) A - AC 2 475 26 14,025 4/14/2021 36 31 69 0 SLURRY SEAL 10/1/2016 1540 1063 EBONY LN - 1540 LOMITA BLVD 251ST ST L - Local (7) A - AC 2 306 52 15,565 4/28/2021 37 43 56 0 1740 1137 LOMITA DR - 1740 END LOMITA BLVD L - Local (7) A - AC 2 523 31 15,661 3/23/2021 37 47 43 10 1750 1049 LOMITA PARK PL - 1750 END ESHELMAN AVE L - Local (7) A - AC 2 683 34 23,633 4/14/2021 37 31 69 0 SLURRY SEAL 10/12/2011 1220 1147 262ND ST - 1220 END ESHELMAN AVE L - Local (7) A - AC 2 963 34 32,655 5/5/2021 38 30 61 9 SLURRY SEAL 10/1/2016 1270 1315 ADONA DR - 1270 CADIZ DR END L - Local (7) A - AC 2 276 26 8,714 4/14/2021 39 31 69 0 1380 1298 BANI AVE - 1380 END 254TH ST L - Local (7) A - AC 2 148 30 5,468 4/15/2021 39 34 66 0 SLURRY SEAL 10/1/2016 1820 1097 MOON AVE - 1820 LOMITA BLVD 247TH ST L - Local (7) A - AC 2 830 26 21,678 3/31/2021 39 30 70 0
November 7, 2023, Reg CC Mtg., Page # 229
City of Lomita, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
1075 1277 247TH ST - 1075 ABITA AVE WALNUT ST L - Local (7) S - ST 2 247 26 7,254 4/14/2021 40 57 43 0 RECONSTRUCT SURFACE (ST) 7/20/2011 1050 1181 245TH ST - 1050 CADIZ DR END L - Local (7) S - ST 2 550 31 17,826 4/14/2021 41 30 70 0 RECONSTRUCT SURFACE (ST) 7/20/2011 1280 1166 ALCOR ST - 1280 END WALNUT ST L - Local (7) A - AC 2 264 32 10,042 4/14/2021 42 46 50 5 1290 1177 ALLBROOK ST - 1290 END ESHELMAN AVE L - Local (7) A - AC 2 483 26 13,624 3/23/2021 42 31 41 29 1120 1269 252ND ST - 1120 END EBONY LN L - Local (7) A - AC 2 215 27 6,372 4/28/2021 43 64 31 5 1260 1105 ADAMO AVE - 1260 END 255TH ST L - Local (7) A - AC 2 256 26 8,598 5/10/2021 43 25 75 0 SLURRY SEAL 10/1/2016 1300 1316 ALLIENE AVE - 1300 241ST ST LOMITA L - Local (7) A - AC 2 1,191 20 22,593 3/23/2021 43 34 55 11 1380 1120 BANI AVE - 1380 250TH ST END L - Local (7) A - AC 2 127 32 5,713 4/15/2021 43 27 66 7 1420 1134 CADIZ DR - 1420 245TH ST END L - Local (7) A - AC 2 330 32 11,517 4/14/2021 43 49 51 0 1560 1376 ESHELMAN AVE - 1560 ESHELMAN AVE END L - Local (7) A - AC 2 351 33 10,651 5/5/2021 44 22 78 0 SLURRY SEAL 10/1/2016 1990 1139 REED DR - 1990 END PACIFIC COAST HWY L - Local (7) A - AC 2 451 20 9,486 5/10/2021 44 24 64 13 SLURRY SEAL 10/1/2016 1050 1179 245TH ST - 1050 NARBONNE AVE WOODWARD AVE L - Local (7) S - ST 2 315 28 8,733 4/14/2021 45 33 53 14 RECONSTRUCT SURFACE (ST) 7/20/2011 1110 1201 251ST ST - 1110 PENNSYLVANIA AVE END L - Local (7) A - AC 2 305 22 8,510 4/15/2021 45 37 63 0 SLURRY SEAL 10/1/2016 1630 1155 GARNER ST - 1630 END ESHELMAN AVE L - Local (7) A - AC 2 288 26 8,478 5/5/2021 45 30 60 10 SLURRY SEAL 10/1/2016 1190 1031 259TH PL - 1190 APPIAN WAY CAYUGA AVE L - Local (7) A - AC 2 657 26 17,502 5/10/2021 46 30 70 0 SLURRY SEAL 10/1/2016 1600 1068 FALENA AVE - 1600 247TH ST END L - Local (7) A - AC 2 455 30 13,055 3/23/2021 46 40 60 0 1300 1069 ALLIENE AVE - 1300 255TH ST END L - Local (7) A - AC 2 488 32 15,916 5/5/2021 47 37 63 0 SLURRY SEAL 10/1/2016 1660 1319 HENDRICKS AVE - 1660 END 245TH ST L - Local (7) A - AC 2 515 26 15,135 4/14/2021 47 60 40 0 1010 1217 240TH ST - 1010 ESHELMAN AVE WALNUT ST L - Local (7) A - AC 2 783 30 23,902 3/23/2021 48 36 64 0 SLURRY SEAL 10/12/2011 1130 1045 253RD PL - 1130 WOODWARD AVE OAK ST L - Local (7) A - AC 2 356 26 10,779 4/15/2021 48 34 66 0 SLURRY SEAL 10/1/2016 1500 1323 CYPRESS ST - 1500 PACIFIC COAST HWY S CITY LIMIT L - Local (7) A - AC 2 1,304 32 38,947 5/10/2021 48 27 65 8 SLURRY SEAL 10/1/2016 1650 1157 GUYSON ST - 1650 MURAD AVE END L - Local (7) A - AC 2 560 26 16,705 5/5/2021 48 26 74 0 SLURRY SEAL 10/1/2016 1430 1282 CALLISON ST - 1430 STANHURST AVE WALNUT ST L - Local (7) A - AC 2 443 28 13,615 4/14/2021 49 49 51 0 SLURRY SEAL 10/12/2011 1510 1056 DANMAR CT - 1510 END PENNSYLVANIA DR L - Local (7) A - AC 2 127 32 6,194 5/10/2021 49 32 66 2 SLURRY SEAL 10/1/2016 1020 1260 241ST ST - 1020 STANHURST AVE WALNUT ST L - Local (7) A - AC 2 471 28 13,366 4/14/2021 50 42 58 0 SLURRY SEAL 10/12/2011 1210 1278 261ST ST - 1210 OAK ST END L - Local (7) A - AC 2 486 23 13,912 5/5/2021 50 15 66 19 1400 1075 BENHILL AVE - 1400 240TH ST END L - Local (7) A - AC 2 231 28 7,878 4/14/2021 50 40 45 15 1560 1087 ESHELMAN AVE - 1560 PACIFIC COAST HWY 259TH PL (S) L - Local (7) A - AC 2 715 49 31,807 5/6/2021 50 34 63 3 SLURRY SEAL 10/1/2016 1980 1145 PENNSYLVANIA DR - 1980 STEED CT END L - Local (7) A - AC 2 356 36 13,049 5/10/2021 50 34 65 1 SLURRY SEAL 10/1/2016 2050 1310 STANHURST AVE - 2050 241ST ST CALLISON ST L - Local (7) A - AC 2 467 30 14,874 4/14/2021 50 42 58 0 SLURRY SEAL 10/12/2011 1010 1215 240TH ST - 1010 NARBONNE AVE BENHILL AVE L - Local (7) A - AC 2 467 32 14,051 3/23/2021 51 43 57 0 SLURRY SEAL 10/12/2011 1131 1171 253RD ST - 1131 EBONY LN MONTEREY CIR L - Local (7) A - AC 2 663 33 18,648 4/28/2021 51 39 61 0 SLURRY SEAL 10/1/2016 1180 1007 258TH PL - 1180 APPIAN WAY E CITY LIMIT L - Local (7) A - AC 2 453 24 8,177 5/10/2021 51 41 54 5 SLURRY SEAL 10/1/2016 1310 1106 ALTA VISTA AVE - 1310 262ND ST END L - Local (7) A - AC 2 1,152 30 32,834 5/5/2021 51 35 61 4 1380 1121 BANI AVE - 1380 253RD ST END L - Local (7) A - AC 2 123 26 4,860 4/15/2021 51 45 55 0 SLURRY SEAL 10/1/2016 1620 1144 FORRESTER DR - 1620 END PENNSYLVANIA AVE L - Local (7) A - AC 2 147 32 6,491 4/15/2021 51 40 60 0 SLURRY SEAL 10/1/2016 1150 1189 255TH ST - 1150 ADAMO AVE CYPRESS ST L - Local (7) A - AC 2 251 26 6,559 4/15/2021 52 30 70 0 SLURRY SEAL 10/1/2016 2110 1017 VIA DESMONDE - 2110 VIA MARQUETTE ROLLING VISTA DR L - Local (7) A - AC 2 663 31 22,477 3/29/2021 52 34 66 0 SLURRY SEAL 12/1/2017 1530 1108 DORIA AVE - 1530 NORTH END 252ND ST L - Local (7) A - AC 2 342 25 9,891 4/14/2021 53 38 62 0 SLURRY SEAL 10/1/2016 1110 1200 251ST ST - 1110 END PENNSYLVANIA AVE L - Local (7) A - AC 2 790 32 25,705 4/15/2021 54 28 72 0 SLURRY SEAL 10/1/2016 1131 1198 253RD ST - 1131 END PENNSYLVANIA AVE L - Local (7) A - AC 2 794 32 24,906 4/15/2021 54 44 56 0 SLURRY SEAL 10/1/2016 1220 1149 262ND ST - 1220 MONTE VISTA AVE REGENT AVE L - Local (7) A - AC 2 300 36 10,167 3/29/2021 54 35 65 0 SLURRY SEAL 10/1/2016 1610 1104 FEIJOA AVE - 1610 254TH ST 255TH ST L - Local (7) A - AC 2 535 26 14,576 5/5/2021 54 36 61 3 SLURRY SEAL 10/1/2016 1700 1118 KELLEY AVE - 1700 255TH ST (S) END L - Local (7) A - AC 2 260 26 9,951 5/10/2021 54 51 49 0 SLURRY SEAL 10/1/2016 2060 1055 STEED CT - 2060 END PENNSYLVANIA AVE L - Local (7) A - AC 2 337 30 11,897 5/10/2021 54 46 54 0 SLURRY SEAL 10/1/2016 2200 1314 WALNUT ST - 2200 PACIFIC COAST HWY 259TH PL L - Local (7) A - AC 2 658 26 18,615 5/10/2021 54 34 63 3 SLURRY SEAL 10/1/2016 1150 1190 255TH ST - 1150 CYPRESS ST NARBONNE AVE L - Local (7) A - AC 2 825 27 20,466 4/15/2021 55 27 73 0 SLURRY SEAL 10/1/2016 2140 1009 VIA MARQUETTE - 2140 VIA DESMONDE VIA VERA L - Local (7) A - AC 2 378 32 12,786 3/29/2021 55 45 55 0 SLURRY SEAL 12/1/2017 1050 1180 245TH ST - 1050 WOODWARD AVE CADIZ DR L - Local (7) A - AC 2 522 31 17,347 4/14/2021 56 48 52 0 SLURRY SEAL 10/12/2011 1170 1234 257TH ST - 1170 ESHELMAN AVE WALNUT ST L - Local (7) A - AC 2 709 22 15,916 5/10/2021 56 42 50 8 SLURRY SEAL 10/1/2016 1230 1165 263RD ST - 1230 WESTERN AVE E CITY LIMIT L - Local (7) A - AC 2 372 40 11,639 5/5/2021 56 35 64 2 1500 1231 CYPRESS ST - 1500 PACIFIC COAST HWY STRATFORD DR L - Local (7) A - AC 2 525 30 14,300 3/31/2021 56 31 61 8 SLURRY SEAL 10/1/2016 1220 1150 262ND ST - 1220 REGENT AVE OCEAN VIEW AVE L - Local (7) A - AC 2 301 36 10,339 3/29/2021 57 50 50 0 SLURRY SEAL 10/1/2016 1410 1027 BLAND PL - 1410 PACIFIC COAST HWY WALNUT ST L - Local (7) A - AC 2 400 36 16,312 4/28/2021 57 69 29 2 SLURRY SEAL 10/1/2016 2200 1182 WALNUT ST - 2200 LOMITA BLVD 253RD ST L - Local (7) A - AC 2 1,402 32 43,739 3/31/2021 57 25 75 1 1020 1259 241ST ST - 1020 END STANHURST AVE L - Local (7) A - AC 2 283 28 8,913 4/14/2021 58 53 47 0 SLURRY SEAL 10/12/2011 1640 1313 GLENTREE DR - 1640 END FAIRVIEW AVE L - Local (7) A - AC 2 801 24 22,615 3/29/2021 58 40 54 6 SLURRY SEAL 12/1/2017 2030 1344 ROLLING VISTA DR - 2030 PALOS VERDES DR N E CITY LIMIT L - Local (7) A - AC 2 570 30 19,365 3/29/2021 58 51 36 13 CAPE SEAL 6/1/2018 2020 1057 ROBIN LN - 2020 END CYPRESS ST L - Local (7) A - AC 2 283 32 11,211 5/10/2021 59 37 55 8 SLURRY SEAL 10/1/2016 2150 1019 VIA NOVA - 2150 END ROLLING VISTA DR L - Local (7) A - AC 2 334 27 10,417 3/29/2021 59 51 49 0 SLURRY SEAL 12/1/2017 1140 1261 254TH ST - 1140 ESHELMAN AVE WALNUT ST L - Local (7) A - AC 2 710 28 19,819 4/14/2021 60 51 48 1 SLURRY SEAL 10/1/2016 1220 1151 262ND ST - 1220 OCEAN VIEW AVE CAYUGA AVE L - Local (7) A - AC 2 395 36 14,363 3/29/2021 60 61 39 0 SLURRY SEAL 10/1/2016 1970 1130 PENNSYLVANIA AVE - 1970 PACIFIC COAST HWY ESTHER VIEW DR L - Local (7) A - AC 2 464 34 15,173 5/10/2021 60 37 59 4 SLURRY SEAL 10/1/2016 1140 1265 254TH ST - 1140 AUBREY LN PENNSYLVANIA AVE L - Local (7) A - AC 2 456 32 15,473 4/15/2021 61 51 49 0 SLURRY SEAL 10/1/2016
November 7, 2023, Reg CC Mtg., Page # 230
City of Lomita, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
1330 1023 APPIAN WAY - 1330 259TH PL 260TH ST L - Local (7) A - AC 2 333 19 6,334 5/10/2021 61 71 29 0 SLURRY SEAL 10/1/2016 1760 1326 LUCILLE AVE - 1760 255TH ST PACIFIC COAST HWY L - Local (7) A - AC 2 1,005 27 26,243 5/10/2021 61 37 63 0 SLURRY SEAL 10/1/2016 2070 1140 STRATFORD DR - 2070 END CYPRESS ST L - Local (7) A - AC 2 302 30 10,579 5/10/2021 61 38 62 0 SLURRY SEAL 10/1/2016 1140 1266 254TH ST - 1140 END AUBREY LN L - Local (7) A - AC 2 304 34 10,482 4/15/2021 62 60 40 0 SLURRY SEAL 10/1/2016 2130 1021 VIA MADONNA - 2130 ROLLING VISTA DR VIA MARQUETTE L - Local (7) A - AC 2 1,280 32 41,144 3/29/2021 62 49 43 8 SLURRY SEAL 12/1/2017 2220 1051 WITTICK CT - 2220 END PENNSYLVANIA AVE L - Local (7) A - AC 2 346 31 12,007 5/10/2021 62 38 62 0 SLURRY SEAL 10/1/2016 1170 1233 257TH ST - 1170 WALNUT ST E CITY LIMIT L - Local (7) A - AC 2 988 28 26,337 4/28/2021 63 43 57 0 SLURRY SEAL 10/1/2016 1450 1111 CAYUGA AVE - 1450 PACIFIC COAST HWY 259TH PL L - Local (7) A - AC 2 708 34 21,348 4/28/2021 63 36 57 6 SLURRY SEAL 10/1/2016 1500 1232 CYPRESS ST - 1500 250TH ST ROBIN LN L - Local (7) A - AC 2 636 28 17,818 3/31/2021 63 36 63 1 SLURRY SEAL 10/1/2016 1570 1146 ESTER VIEW DR - 1570 SADDLE VIEW RD PENNSYLVANIA AVE L - Local (7) A - AC 2 552 31 18,132 5/10/2021 63 49 51 0 SLURRY SEAL 10/1/2016 2040 1064 SADDLE VIEW DR - 2040 ESTHER VIEW DR END L - Local (7) A - AC 2 661 30 22,163 5/10/2021 63 34 66 0 SLURRY SEAL 10/1/2016 2130 1020 VIA MADONNA - 2130 END ROLLING VISTA DR L - Local (7) A - AC 2 406 27 12,263 3/29/2021 63 53 47 0 SLURRY SEAL 12/1/2017 1130 1001 253RD PL - 1130 END E CITY LIMIT L - Local (7) A - AC 2 210 15 2,974 5/10/2021 64 30 35 35 1830 1091 MURAD AVE - 1830 262ND ST GUYSON ST L - Local (7) A - AC 2 199 30 5,612 5/5/2021 64 45 55 0 SLURRY SEAL 10/1/2016 2160 1005 VIA SOLANO - 2160 END VIA MARQUETTE L - Local (7) A - AC 2 330 26 10,883 3/29/2021 64 60 40 0 SLURRY SEAL 12/1/2017 2170 1013 VIA TAMPA - 2170 END VIA MARQUETTE L - Local (7) A - AC 2 151 26 6,288 3/29/2021 64 73 27 0 SLURRY SEAL 12/1/2017 2230 1102 WOODWARD AVE - 2230 255TH ST END (S) L - Local (7) A - AC 2 633 26 17,479 5/5/2021 64 39 61 0 SLURRY SEAL 10/1/2016 1131 1170 253RD ST - 1131 MONTEREY CIR E CITY LIMIT L - Local (7) A - AC 2 232 36 10,191 4/28/2021 65 35 57 8 SLURRY SEAL 10/1/2016 1150 1188 255TH ST - 1150 KELLEY AVE ADAMO AVE L - Local (7) A - AC 2 299 27 7,708 4/15/2021 66 33 67 0 SLURRY SEAL 10/1/2016 1190 1032 259TH PL - 1190 CAYUGA AVE MARKET PL L - Local (7) A - AC 2 252 26 6,073 5/10/2021 66 45 55 0 SLURRY SEAL 10/1/2016 1195 1172 259TH ST - 1195 APPIAN WAY MARKET PL L - Local (7) A - AC 2 688 36 23,338 5/10/2021 66 39 60 1 SLURRY SEAL 10/1/2016 1220 1148 262ND ST - 1220 ESHELMAN AVE MONTE VISTA AVE L - Local (7) A - AC 2 272 36 10,460 3/29/2021 66 35 65 0 SLURRY SEAL 10/1/2016 1190 1028 259TH PL - 1190 AVOCADO ST ESHELMAN AVE L - Local (7) A - AC 2 349 32 13,185 5/10/2021 67 51 49 0 SLURRY SEAL 10/1/2016 1370 1338 AVOCADO ST - 1370 259TH PL END (N) L - Local (7) A - AC 2 248 33 6,953 5/10/2021 67 41 59 0 SLURRY SEAL 10/1/2016 1970 1131 PENNSYLVANIA AVE - 1970 ESTHER VIEW DR STEED CT L - Local (7) A - AC 2 610 34 22,136 5/10/2021 67 33 63 4 SLURRY SEAL 10/1/2016 1190 1029 259TH PL - 1190 ESHELMAN AVE WALNUT ST L - Local (7) A - AC 2 731 31 22,859 5/10/2021 68 50 45 6 SLURRY SEAL 10/1/2016 1190 1030 259TH PL - 1190 WALNUT ST APPIAN WAY L - Local (7) A - AC 2 50 24 1,220 5/10/2021 68 74 22 4 SLURRY SEAL 10/1/2016 1200 1173 260TH ST - 1200 APPIAN WAY MARKET PL L - Local (7) A - AC 2 1,141 27 29,975 5/10/2021 68 36 27 37 SLURRY SEAL 10/1/2016 1500 1228 CYPRESS ST - 1500 254TH ST 255TH St L - Local (7) A - AC 2 527 30 13,659 3/31/2021 68 41 59 0 SLURRY SEAL 10/1/2016 1150 1197 255TH ST - 1150 VERONICA LN PENNSYLVANIA AVE L - Local (7) A - AC 2 285 35 8,749 4/15/2021 69 43 57 0 SLURRY SEAL 10/1/2016 1220 1153 262ND ST - 1220 WESTERN AVE ALTA VISTA AVE L - Local (7) A - AC 2 115 29 3,021 5/5/2021 69 64 36 0 SLURRY SEAL 10/1/2016 1330 1022 APPIAN WAY - 1330 261ST ST END L - Local (7) A - AC 2 212 24 4,598 5/10/2021 69 44 52 4 SLURRY SEAL 10/1/2016 1500 1229 CYPRESS ST - 1500 255TH ST STRATFORD DR L - Local (7) A - AC 2 533 30 14,489 3/31/2021 69 45 55 0 SLURRY SEAL 10/1/2016 1880 1285 OAK ST - 1880 PACIFIC COAST HWY 261ST ST L - Local (7) A - AC 2 1,033 37 36,784 5/5/2021 69 43 49 8 SLURRY SEAL 10/1/2016 1970 1354 PENNSYLVANIA AVE - 1970 253RD ST (N) 255TH ST L - Local (7) A - AC 2 1,059 31 32,317 3/31/2021 69 40 60 0 SLURRY SEAL 10/1/2016 2120 1018 VIA ENCANTO - 2120 END VIA DESMONDE L - Local (7) A - AC 2 289 27 8,920 3/29/2021 69 69 31 0 SLURRY SEAL 12/1/2017 1330 1024 APPIAN WAY - 1330 260TH ST 261ST ST L - Local (7) A - AC 2 428 20 7,529 5/10/2021 70 32 65 2 SLURRY SEAL 10/1/2016 1450 1115 CAYUGA AVE - 1450 261ST ST 262ND ST L - Local (7) A - AC 2 331 32 12,375 4/28/2021 70 26 71 3 SLURRY SEAL 10/1/2016 2140 1012 VIA MARQUETTE - 2140 VIA SOLANO VIA TAMPA L - Local (7) A - AC 2 264 32 8,300 3/29/2021 70 42 58 0 SLURRY SEAL 12/1/2017 2180 1010 VIA VERA - 2180 VIA MARQUETTE END L - Local (7) A - AC 2 104 43 5,354 3/29/2021 70 65 35 0 SLURRY SEAL 12/1/2017 1880 1286 OAK ST - 1880 261ST ST END L - Local (7) A - AC 2 890 36 32,480 5/5/2021 71 49 51 0 SLURRY SEAL 10/1/2016 1970 1353 PENNSYLVANIA AVE - 1970 250TH ST 253RD ST (N) L - Local (7) A - AC 1 1,054 31 32,445 3/31/2021 71 30 70 0 SLURRY SEAL 10/1/2016 2140 1011 VIA MARQUETTE - 2140 VIA TAMPA VIA VERA L - Local (7) A - AC 2 285 32 9,101 3/29/2021 71 67 33 0 SLURRY SEAL 12/1/2017 1500 1340 CYPRESS ST - 1500 ROBIN LN 254TH ST L - Local (7) A - AC 2 951 30 25,134 3/31/2021 72 47 51 2 SLURRY SEAL 10/1/2016 1970 1355 PENNSYLVANIA AVE - 1970 255TH ST PACIFIC COAST HWY L - Local (7) A - AC 2 1,049 31 31,390 3/31/2021 72 49 44 7 SLURRY SEAL 10/1/2016 2110 1016 VIA DESMONDE - 2110 VIA MADONNA VIA MARQUETTE L - Local (7) A - AC 2 1,044 31 33,389 3/29/2021 72 54 46 0 SLURRY SEAL 12/1/2017 1160 1222 256TH ST - 1160 NARBONNE AVE OAK ST L - Local (7) A - AC 2 771 26 20,008 5/5/2021 73 57 43 0 SLURRY SEAL 10/1/2016 1460 1219 CHAPMAN ST - 1460 SADDLE VIEW RD PENNSYLVANIA AVE L - Local (7) A - AC 2 523 30 16,282 5/10/2021 73 52 48 0 SLURRY SEAL 10/1/2016 1560 1088 ESHELMAN AVE - 1560 GARNER ST 262ND ST (N) L - Local (7) A - AC 2 335 56 18,696 5/5/2021 73 50 50 0 SLURRY SEAL 10/1/2016 1220 1152 262ND ST - 1220 CAYUGA AVE WESTERN AVE L - Local (7) A - AC 2 276 36 8,706 3/29/2021 74 52 48 0 SLURRY SEAL 10/1/2016 1220 1213 262ND ST - 1220 ALTA VISTA AVE E CITY LIMIT L - Local (7) A - AC 2 68 30 2,037 5/5/2021 74 54 35 10 SLURRY SEAL 10/1/2016 1230 1164 263RD ST - 1230 OCEAN VIEW AVE WESTERN AVE L - Local (7) A - AC 2 528 36 18,608 3/29/2021 74 70 30 0 SLURRY SEAL 12/1/2017 1850 1138 NEKO DR - 1850 END 251ST ST L - Local (7) A - AC 2 126 33 5,765 4/15/2021 74 100 0 0 SLURRY SEAL 10/1/2016 1150 1356 255TH ST - 1150 VERONICA LN END L - Local (7) A - AC 2 507 27 15,473 4/15/2021 75 51 49 0 SLURRY SEAL 10/1/2016 1880 1284 OAK ST - 1880 256TH ST PACIFIC COAST HWY L - Local (7) A - AC 2 609 27 15,785 3/31/2021 75 100 0 0 AC - OVERLAY 2/1/2016 1880 1308 OAK ST - 1880 250TH ST 253RD PL L - Local (7) A - AC 2 1,427 27 36,990 3/31/2021 75 77 23 0 AC - OVERLAY 2/1/2016 2140 1363 VIA MARQUETTE - 2140 VIA SOLANO VIA MADONNA L - Local (7) A - AC 2 317 32 10,107 3/29/2021 75 55 45 0 SLURRY SEAL 12/1/2017 1210 1280 261ST ST - 1210 CAYUGA AVE WESTERN AVE L - Local (7) A - AC 2 250 32 7,530 5/10/2021 77 52 38 11 SLURRY SEAL 10/1/2016 1340 1053 APRIL CT - 1340 END WALNUT ST L - Local (7) A - AC 2 265 32 10,998 4/28/2021 77 57 43 0 SLURRY SEAL 10/1/2020 1800 1125 MONTE VISTA AVE - 1800 262ND ST 263RD ST L - Local (7) A - AC 2 497 26 13,638 3/29/2021 77 17 0 83 SLURRY SEAL 10/1/2016 1880 1330 OAK ST - 1880 253RD PL 255TH ST L - Local (7) A - AC 2 684 27 17,857 3/31/2021 77 79 21 0 AC - OVERLAY 2/1/2016 1240 1235 264TH ST - 1240 OVID AVE FAIRVIEW AVE L - Local (7) A - AC 2 337 20 6,694 3/29/2021 78 29 68 3 SLURRY SEAL 12/1/2017 1400 1076 BENHILL AVE - 1400 END 240TH ST L - Local (7) A - AC 2 113 16 2,543 4/14/2021 78 68 32 0 1880 1334 OAK ST - 1880 LOMITA BLVD 250TH ST L - Local (7) A - AC 2 1,094 25 27,116 3/31/2021 78 100 0 0 AC - OVERLAY 2/1/2016
November 7, 2023, Reg CC Mtg., Page # 231
City of Lomita, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
1210 1357 261ST ST - 1210 REGENT AVE APPIAN WAY L - Local (7) A - AC 2 292 26 6,948 5/10/2021 79 61 39 0 SLURRY SEAL 10/1/2016 1760 1324 LUCILLE AVE - 1760 PACIFIC COAST HWY END L - Local (7) A - AC 2 1,279 26 32,600 5/10/2021 79 45 48 7 SLURRY SEAL 10/1/2016 1810 1327 MONTEREY CIR - 1810 253RD ST END L - Local (7) A - AC 2 153 31 6,126 4/28/2021 79 31 69 0 SLURRY SEAL 10/1/2016 1880 1283 OAK ST - 1880 255TH ST 256TH ST L - Local (7) A - AC 2 420 27 10,676 3/31/2021 79 100 0 0 AC - OVERLAY 2/1/2016 2030 1143 ROLLING VISTA DR - 2030 VIA DESMONDE PALOS VERDES DR N L - Local (7) A - AC 2 237 37 7,261 3/29/2021 79 58 38 4 CAPE SEAL 6/1/2018 1120 1270 252ND ST - 1120 END E CITY LIMIT L - Local (7) A - AC 2 372 26 11,652 4/28/2021 80 31 60 9 CAPE SEAL 10/1/2020 1150 1187 255TH ST - 1150 PENNSYLVANIA AVE KELLEY AVE L - Local (7) A - AC 2 225 27 5,996 4/15/2021 80 69 31 0 SLURRY SEAL 10/1/2016 1330 1026 APPIAN WAY - 1330 PACIFIC COAST HWY 259TH ST L - Local (7) A - AC 2 579 15 9,141 5/10/2021 80 74 23 2 SLURRY SEAL 10/1/2016 1770 1006 MARKET PL - 1770 259TH ST 260TH ST L - Local (7) A - AC 2 433 24 11,683 5/10/2021 80 75 25 0 SLURRY SEAL 10/1/2016 2010 1094 REGENT AVE - 2010 260TH ST 262ND ST L - Local (7) A - AC 2 603 26 15,078 5/10/2021 80 67 33 0 SLURRY SEAL 10/1/2016 1320 1077 ANDREO AVE - 1320 253RD PL END L - Local (7) O - AC/AC 2 357 26 10,871 4/14/2021 81 100 0 0 SLURRY SEAL 10/1/2016 1690 1342 HILLWORTH AVE - 1690 N CITY LIMIT S CITY LIMIT L - Local (7) A - AC 2 639 27 16,363 5/10/2021 81 60 27 13 SLURRY SEAL 10/1/2016 2100 1059 VERONICA LN - 2100 255TH ST END L - Local (7) A - AC 2 147 32 8,331 4/15/2021 81 75 0 25 SLURRY SEAL 10/1/2016 1380 1110 BANI AVE - 1380 256TH ST END L - Local (7) A - AC 2 169 30 6,534 4/15/2021 82 100 0 0 SLURRY SEAL 10/1/2016 1450 1113 CAYUGA AVE - 1450 259TH PL 261ST ST L - Local (7) A - AC 2 544 29 15,652 4/28/2021 82 80 16 4 SLURRY SEAL 10/1/2016 1490 1141 CYPRESS CIRCLE DR - 1490 END CYPRESS ST L - Local (7) A - AC 2 282 32 11,055 5/10/2021 82 100 0 0 SLURRY SEAL 10/1/2016 1910 1124 OCEAN VIEW AVE - 1910 262ND ST 263RD ST L - Local (7) A - AC 2 498 26 13,661 3/29/2021 82 17 0 83 SLURRY SEAL 10/1/2016 2030 1300 ROLLING VISTA DR - 2030 VIA MADONNA VIA NOVA L - Local (7) A - AC 2 885 32 28,447 3/29/2021 82 93 1 6 CAPE SEAL 6/1/2018 2050 1078 STANHURST AVE - 2050 END 240TH ST L - Local (7) A - AC 2 232 30 7,546 4/14/2021 82 39 61 0 SLURRY SEAL 10/1/2020 1210 1279 261ST ST - 1210 REGENT AVE CAYUGA AVE L - Local (7) A - AC 2 896 26 24,145 5/10/2021 83 60 28 12 SLURRY SEAL 10/1/2016 1370 1154 AVOCADO ST - 1370 259TH PL END (S) L - Local (7) A - AC 2 204 17 2,658 5/10/2021 83 13 79 8 SLURRY SEAL 10/1/2016 1480 1014 CRENSHAW BLVD - 1480 N CITY LIMIT LOMITA BLVD L - Local (7) O - AC/AC 2 367 76 29,584 5/10/2021 83 59 1 40 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1560 1312 ESHELMAN AVE - 1560 259TH PL GARNER ST L - Local (7) A - AC 2 447 54 24,648 5/5/2021 83 70 30 0 SLURRY SEAL 10/1/2016 1700 1117 KELLEY AVE - 1700 END (N) 255TH ST L - Local (7) A - AC 2 184 32 7,960 5/10/2021 83 100 0 0 SLURRY SEAL 10/1/2016 1860 1050 NOELLE CT - 1860 END 254TH ST L - Local (7) A - AC 2 147 32 6,018 4/15/2021 83 100 0 0 SLURRY SEAL 10/1/2016 1030 1346 242ND ST - 1030 PARK HAVEN LN ESHELMAN AVE L - Local (7) A - AC 2 575 25 14,661 3/23/2021 84 63 37 0 SLURRY SEAL 10/12/2011 1080 1253 248TH ST - 1080 NARBONNE AVE WOODWARD AVE L - Local (7) S - ST 2 278 26 7,661 4/14/2021 84 100 0 0 SLURRY SEAL 10/1/2020 1330 1358 APPIAN WAY - 1330 259TH ST 259TH PL L - Local (7) A - AC 2 340 24 5,578 5/10/2021 84 87 13 0 SLURRY SEAL 10/1/2016 2030 1142 ROLLING VISTA DR - 2030 VIA NOVA VIA DESMONDE L - Local (7) A - AC 2 880 32 28,541 3/29/2021 84 84 13 4 CAPE SEAL 6/1/2018 2230 1305 WOODWARD AVE - 2230 250TH ST 253RD ST L - Local (7) A - AC 2 1,399 24 36,410 4/15/2021 84 18 59 23 1320 1329 ANDREO AVE - 1320 250TH ST 252ND ST L - Local (7) O - AC/AC 2 899 26 23,343 4/14/2021 85 100 0 0 SLURRY SEAL 10/1/2016 1030 1214 242ND ST - 1030 NARBONNE AVE PARK HAVEN PL L - Local (7) A - AC 2 1,021 25 25,932 3/23/2021 86 49 51 0 SLURRY SEAL 10/12/2011 1320 1337 ANDREO AVE - 1320 252ND ST 253RD ST L - Local (7) O - AC/AC 2 531 26 14,019 4/14/2021 86 95 0 5 SLURRY SEAL 10/1/2016 1350 1058 AUBREY LN - 1350 254TH ST END L - Local (7) A - AC 2 154 32 6,392 4/15/2021 86 63 37 0 SLURRY SEAL 10/1/2016 2230 1098 WOODWARD AVE - 2230 245TH ST LOMITA BLVD L - Local (7) A - AC 2 409 36 15,097 4/14/2021 86 47 53 0 SLURRY SEAL 10/1/2020 1075 1271 247TH ST - 1075 WALNUT ST FALCENA AVE L - Local (7) S - ST 2 281 32 9,479 3/23/2021 87 100 0 0 RECONSTRUCT SURFACE (ST) 7/20/2011 1075 1322 247TH ST - 1075 FALENA AVE END L - Local (7) S - ST 2 664 32 21,788 3/23/2021 87 100 0 0 RECONSTRUCT SURFACE (ST) 7/20/2011 1230 1160 263RD ST - 1230 APPIAN WAY FAIRVIEW AVE L - Local (7) A - AC 2 214 36 7,465 3/29/2021 87 28 0 72 SLURRY SEAL 12/1/2017 1230 1162 263RD ST - 1230 MONTE VISTA AVE REGENT AVE L - Local (7) A - AC 2 301 36 10,449 3/29/2021 87 89 11 0 SLURRY SEAL 12/1/2017 1480 1015 CRENSHAW BLVD - 1480 LOMITA BLVD S CITY LIMIT L - Local (7) O - AC/AC 2 920 81 75,454 5/10/2021 87 80 15 5 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1530 1243 DORIA AVE - 1530 250TH ST END L - Local (7) A - AC 2 187 30 7,778 5/5/2021 87 94 0 6 1560 1090 ESHELMAN AVE - 1560 263RD ST END L - Local (7) A - AC 2 671 26 13,664 3/29/2021 87 38 0 62 SLURRY SEAL 12/1/2017 1590 1127 FAIRVIEW AVE - 1590 APPIAN WAY 263RD ST L - Local (7) A - AC 2 196 24 6,523 3/29/2021 87 44 0 56 SLURRY SEAL 1/1/2008 1020 1374 241ST ST - 1020 ALLIENE AVE NARBONNE AVE L - Local (7) S - ST 2 312 31 9,039 3/23/2021 88 30 0 70 RECONSTRUCT SURFACE (ST) 7/20/2011 1520 1176 DAWN ST - 1520 END ESHELMAN AVE L - Local (7) A - AC 2 480 32 15,815 4/14/2021 88 70 30 0 1670 1107 HILLCREST AVE - 1670 END WESTERN AVE L - Local (7) A - AC 2 604 36 21,714 3/29/2021 88 61 39 0 SLURRY SEAL 12/1/2017 1780 1247 MCKENNA CT - 1780 PENNSYLVANIA AVE END L - Local (7) A - AC 2 299 32 11,671 4/15/2021 88 100 0 0 SLURRY SEAL 10/1/2016 1100 1202 250TH ST - 1100 END PENNSYLVANIA AVE L - Local (7) A - AC 2 815 26 22,324 4/15/2021 89 62 38 0 SLURRY SEAL 10/12/2011 1140 1264 254TH ST - 1140 FEIJOA AVE NARBONNE AVE L - Local (7) O - AC/AC 2 358 26 9,724 5/5/2021 89 24 72 4 THICK AC OVERLAY(2.5 INCHES) 10/22/2014 1130 1044 253RD PL - 1130 NARBONNE AVE WOODWARD AVE L - Local (7) A - AC 2 359 26 9,540 4/15/2021 90 100 0 0 SLURRY SEAL 10/1/2016 1150 1195 255TH ST - 1150 WOODWARD AVE OAK ST L - Local (7) O - AC/AC 2 387 27 10,529 4/15/2021 90 36 64 0 SLURRY SEAL 10/1/2016 1440 1060 CARLENE LN - 1440 END DAWN ST L - Local (7) A - AC 2 157 32 6,811 4/14/2021 90 100 0 0 SLURRY SEAL 1/1/2008 1500 1226 CYPRESS ST - 1500 247TH ST 248TH ST L - Local (7) A - AC 2 353 27 9,284 3/31/2021 90 89 0 11 SLURRY SEAL 10/1/2020 1560 1079 ESHELMAN AVE - 1560 240TH ST LOMITA PARK PL L - Local (7) A - AC 2 1,197 56 66,545 3/23/2021 90 100 0 0 SLURRY SEAL 10/1/2020 1960 1242 PARK HAVEN PL - 1960 242ND ST END L - Local (7) A - AC 2 466 32 16,962 4/14/2021 90 49 51 0 1970 1347 PENNSYLVANIA AVE - 1970 N CITY LIMIT 241ST ST L - Local (7) A - AC 2 242 33 7,812 3/23/2021 90 100 0 0 SLURRY SEAL 10/1/2020 1140 1262 254TH ST - 1140 WALNUT ST E CITY LIMIT L - Local (7) O - AC/AC 2 986 30 26,620 4/28/2021 91 88 0 12 SLURRY SEAL 10/1/2016 1500 1227 CYPRESS ST - 1500 248TH ST 249TH ST L - Local (7) A - AC 2 255 27 6,553 3/31/2021 91 52 48 0 SLURRY SEAL 10/1/2020 1500 1230 CYPRESS ST - 1500 249TH ST 250TH ST L - Local (7) A - AC 2 274 27 7,275 3/31/2021 91 52 48 0 SLURRY SEAL 10/1/2020 1550 1004 ELEANOR PL - 1550 END WALNUT ST L - Local (7) O - AC/AC 2 271 32 10,231 4/28/2021 91 56 44 0 SLURRY SEAL 10/1/2020 1560 1089 ESHELMAN AVE - 1560 262ND ST 263RD ST L - Local (7) A - AC 2 548 26 15,996 3/29/2021 91 100 0 0 SLURRY SEAL 10/1/2016 1565 1335 ESHELMAN WAY - 1565 ESHELMAN AVE END L - Local (7) A - AC 2 219 33 5,052 4/14/2021 91 80 20 0 SLURRY SEAL 10/1/2020 1970 1301 PENNSYLVANIA AVE - 1970 241ST ST LOMITA BLVD L - Local (7) A - AC 2 502 33 16,657 3/23/2021 91 100 0 0 SLURRY SEAL 10/1/2020 1130 1047 253RD PL - 1130 ESHELMAN AVE WALNUT ST L - Local (7) O - AC/AC 2 702 22 16,000 4/14/2021 92 100 0 0 SLURRY SEAL 10/1/2016
November 7, 2023, Reg CC Mtg., Page # 232
City of Lomita, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
1131 1375 253RD ST - 1131 WALNUT ST ESHELMAN AVE L - Local (7) O - AC/AC 2 759 20 16,050 4/14/2021 92 100 0 0 SLURRY SEAL 10/1/2016 1560 1123 ESHELMAN AVE - 1560 N CITY LIMIT 240TH ST L - Local (7) A - AC 2 261 56 13,067 3/23/2021 92 100 0 0 SLURRY SEAL 10/1/2020 1560 1303 ESHELMAN AVE - 1560 LOMITA PARK PL LOMITA BLVD L - Local (7) A - AC 2 1,274 56 70,004 3/23/2021 92 100 0 0 CAPE SEAL 10/1/2020 1590 1128 FAIRVIEW AVE - 1590 263RD ST GLENTREE DR L - Local (7) A - AC 2 534 24 13,060 3/29/2021 92 83 0 17 SLURRY SEAL 12/1/2017 2240 1361 PADRON PL - 2240 NORDMAN ST END L - Local (7) A - AC 2 226 28 6,629 4/14/2021 92 100 0 0 SLURRY SEAL 10/1/2020 2010 1095 REGENT AVE - 2010 262ND ST 263RD ST L - Local (7) A - AC 2 497 26 14,191 3/29/2021 92 71 0 29 SLURRY SEAL 10/1/2016 2010 1096 REGENT AVE - 2010 263RD ST END L - Local (7) A - AC 2 665 26 17,881 3/29/2021 92 72 0 28 SLURRY SEAL 12/1/2017 1010 1216 240TH ST - 1010 OLSON LN ESHELMAN AVE L - Local (7) A - AC 2 297 30 11,599 3/23/2021 93 100 0 0 SLURRY SEAL 10/1/2020 1040 1218 243RD ST - 1040 LOMITA DR NARBONNE AVE L - Local (7) S - ST 2 1,026 26 26,761 3/23/2021 93 100 0 0 SLURRY SEAL 10/1/2020 1120 1268 252ND ST - 1120 ESHELMAN AVE WALNUT ST L - Local (7) A - AC 2 703 22 15,745 4/14/2021 93 12 88 0 SLURRY SEAL 10/1/2020 1230 1163 263RD ST - 1230 REGENT AVE OCEAN VIEW AVE L - Local (7) A - AC 2 300 36 10,227 3/29/2021 93 100 0 0 SLURRY SEAL 12/1/2017 1330 1025 APPIAN WAY - 1330 262ND ST 263RD ST L - Local (7) A - AC 2 720 19 14,411 3/29/2021 93 100 0 0 SLURRY SEAL 10/1/2016 1560 1086 ESHELMAN AVE - 1560 257TH ST PACIFIC COAST HWY L - Local (7) O - AC/AC 2 427 57 22,423 3/23/2021 93 67 0 33 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1800 1126 MONTE VISTA AVE - 1800 263RD ST END L - Local (7) A - AC 2 667 26 13,434 3/29/2021 93 87 0 13 SLURRY SEAL 12/1/2017 2200 1238 WALNUT ST - 2200 TURRELL ST 247TH ST (N) L - Local (7) A - AC 2 630 36 22,448 3/23/2021 93 100 0 0 SLURRY SEAL 10/1/2020 2200 1240 WALNUT ST - 2200 247TH ST (N) LOMITA BLVD L - Local (7) A - AC 2 746 33 22,018 3/23/2021 93 100 0 0 SLURRY SEAL 10/1/2020 1010 1317 240TH ST - 1010 BENHILL AVE OLSON LN L - Local (7) A - AC 2 836 30 22,731 3/23/2021 94 33 67 0 SLURRY SEAL 10/1/2020 1080 1250 248TH ST - 1080 END PENNSYLVANIA AVE L - Local (7) S - ST 2 791 26 21,350 4/15/2021 94 100 0 0 SLURRY SEAL 10/1/2020 1160 1221 256TH ST - 1160 PENNSYLVANIA AVE END L - Local (7) A - AC 2 823 18 15,856 4/15/2021 94 100 0 0 SLURRY SEAL 10/1/2016 1230 1161 263RD ST - 1230 FAIRVIEW AVE MONTE VISTA AVE L - Local (7) A - AC 2 601 36 20,742 3/29/2021 94 86 0 14 SLURRY SEAL 12/1/2017 1560 1082 ESHELMAN AVE - 1560 252ND ST 253RD ST L - Local (7) O - AC/AC 2 273 57 15,355 3/23/2021 94 100 0 0 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1970 1362 PENNSYLVANIA AVE - 1970 247TH ST (S) 250TH ST L - Local (7) A - AC 2 848 31 25,842 3/31/2021 94 52 0 48 SLURRY SEAL 10/1/2020 1020 1258 241ST ST - 1020 PENNSYLVANIA AVE ALLIENE AVE L - Local (7) S - ST 2 1,288 31 42,888 3/23/2021 95 92 0 8 RECONSTRUCT SURFACE (ST) 7/20/2011 1075 1272 247TH ST - 1075 END PENNSYLVANIA AVE L - Local (7) S - ST 2 640 26 17,210 3/30/2021 95 10 90 0 SLURRY SEAL 10/1/2020 1120 1267 252ND ST - 1120 DORIA AVE ANDREO AVE L - Local (7) O - AC/AC 2 200 26 6,074 4/14/2021 95 100 0 0 SLURRY SEAL 10/1/2016 1130 1046 253RD PL - 1130 ANDREO WAY ESHELMAN AVE L - Local (7) O - AC/AC 2 221 26 6,200 4/14/2021 95 100 0 0 THICK AC OVERLAY(2.5 INCHES) 10/12/2011 1150 1194 255TH ST - 1150 NARBONNE AVE WOODWARD AVE L - Local (7) O - AC/AC 2 384 27 10,074 4/15/2021 95 100 0 0 SLURRY SEAL 10/1/2016 1150 1196 255TH ST - 1150 OAK ST ESHELMAN AVE L - Local (7) O - AC/AC 2 772 27 20,280 4/15/2021 95 100 0 0 SLURRY SEAL 10/1/2016 1560 1080 ESHELMAN AVE - 1560 LOMITA BLVD 248TH ST (N) L - Local (7) O - AC/AC 2 332 57 17,404 3/23/2021 95 100 0 0 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1560 1081 ESHELMAN AVE - 1560 250TH ST ESHELMAN AVE L - Local (7) O - AC/AC 2 440 57 24,343 3/23/2021 95 100 0 0 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1560 1083 ESHELMAN AVE - 1560 253RD ST 253RD PL L - Local (7) O - AC/AC 2 285 57 15,568 3/23/2021 95 100 0 0 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1560 1084 ESHELMAN AVE - 1560 253RD PL 255TH ST L - Local (7) O - AC/AC 2 650 57 36,172 3/23/2021 95 100 0 0 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1560 1085 ESHELMAN AVE - 1560 255TH ST 257TH ST L - Local (7) O - AC/AC 2 628 57 34,531 3/23/2021 95 100 0 0 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1560 1318 ESHELMAN AVE - 1560 248TH ST (N) 250TH ST L - Local (7) O - AC/AC 2 316 54 17,089 3/23/2021 95 100 0 0 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1560 1336 ESHELMAN AVE - 1560 ESHELMAN AVE 252ND ST L - Local (7) O - AC/AC 2 456 57 24,888 3/23/2021 95 100 0 0 THICK AC OVERLAY(2.5 INCHES) 9/1/2011 1720 1167 LEOLA ST - 1720 WALNUT ST END L - Local (7) O - AC/AC 2 276 22 8,001 4/28/2021 95 100 0 0 SLURRY SEAL 10/1/2020 2230 1306 WOODWARD AVE - 2230 253RD PL 255TH ST L - Local (7) A - AC 2 657 26 17,646 4/15/2021 95 100 0 0 1090 1236 249TH ST - 1090 PENNSYLVANIA AVE CYPRESS ST L - Local (7) S - ST 2 769 16 12,502 4/15/2021 96 2 0 98 CAPE SEAL 10/1/2020 1100 1207 250TH ST - 1100 NARBONNE AVE WOODWARD AVE L - Local (7) S - ST 2 410 26 9,904 3/30/2021 96 28 0 72 ARHM - OVERLAY 12/1/2018 1075 1273 247TH ST - 1075 PENNSYLVANIA AVE CYPRESS ST L - Local (7) S - ST 2 770 26 21,603 3/30/2021 97 0 0 100 CAPE SEAL 10/1/2020 1080 1251 248TH ST - 1080 PENNSYLVANIA AVE CYPRESS ST L - Local (7) S - ST 2 770 26 21,341 3/30/2021 97 100 0 0 SLURRY SEAL 10/1/2020 1110 1159 251ST ST - 1110 EBONY LN E CITY LIMIT L - Local (7) A - AC 2 247 26 7,242 4/28/2021 97 100 0 0 SLURRY SEAL 10/1/2020 1100 1203 250TH ST - 1100 PENNSYLVANIA AVE CYPRESS ST L - Local (7) S - ST 2 824 26 21,047 3/30/2021 98 68 0 32 ARHM - OVERLAY 12/1/2018 1100 1206 250TH ST - 1100 CYPRESS ST NARBONNE AVE L - Local (7) S - ST 2 828 26 20,643 3/30/2021 98 68 0 32 RECONSTRUCT STRUCTURE (AC) 12/1/2018 1920 1321 OLSON LN - 1920 END 240TH ST L - Local (7) A - AC 2 197 32 7,796 3/23/2021 98 100 0 0 SLURRY SEAL 10/1/2020 1970 1351 PENNSYLVANIA AVE - 1970 247TH ST (S) 246TH PL L - Local (7) A - AC 2 743 31 22,579 3/31/2021 98 100 0 0 SLURRY SEAL 10/1/2020 2200 1183 WALNUT ST - 2200 253RD ST 255TH ST L - Local (7) A - AC 4 872 52 42,328 3/31/2021 98 66 0 34 RECONSTRUCT STRUCTURE (AC) 11/1/2019 2200 1184 WALNUT ST - 2200 255TH ST PACIFIC COAST HWY L - Local (7) A - AC 4 1,128 54 48,819 3/31/2021 98 82 0 18 ARHM - OVERLAY 11/1/2019 1065 1248 246TH ST - 1065 PENNSYLVANIA AVE CYPERSS ST L - Local (7) A - AC 2 770 26 20,785 3/30/2021 99 0 0 100 SLURRY SEAL 10/1/2020 1100 1209 250TH ST - 1100 WOODWARD AVE OAK ST L - Local (7) A - AC 2 413 26 10,610 3/30/2021 99 100 0 0 ARHM - OVERLAY 12/1/2018 1100 1210 250TH ST - 1100 OAK ST ESHELMAN AVE L - Local (7) A - AC 2 825 26 20,986 3/30/2021 99 100 0 0 ARHM - OVERLAY 12/1/2018 1970 1352 PENNSYLVANIA AVE - 1970 LOMITA BLVD 246TH ST L - Local (7) A - AC 2 740 31 23,159 3/31/2021 99 6 0 94 SLURRY SEAL 10/1/2020 2230 1099 WOODWARD AVE - 2230 LOMITA BLVD 247TH ST L - Local (7) A - AC 2 494 26 13,137 3/31/2021 99 100 0 0 SLURRY SEAL 10/1/2020 1060 1003 246TH PL - 1060 PENNSYLVANIA AVE CYPRESS ST L - Local (7) A - AC 2 771 26 21,035 3/30/2021 100 100 0 0 SLURRY SEAL 10/1/2020 1075 1274 247TH ST - 1075 CYPRESS ST MOON AVE L - Local (7) A - AC 2 328 26 9,405 3/30/2021 100 0 0 0 SLURRY SEAL 10/1/2020 1075 1275 247TH ST - 1075 MOON AVE NARBONNE AVE L - Local (7) S - ST 2 444 26 11,473 3/30/2021 100 0 0 0 SLURRY SEAL 10/1/2020 1470 1052 COMAL CT - 1470 250TH ST END L - Local (7) A - AC 2 184 30 7,657 4/15/2021 100 100 0 0 SLURRY SEAL 1/1/2008 1900 1092 OBER AVE - 1900 GUYSON ST END L - Local (7) A - AC 2 95 28 2,917 5/5/2021 100 0 0 0 SLURRY SEAL 10/1/2016
28.5 4,701,566
November 7, 2023, Reg CC Mtg., Page # 233
City of Lomita, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI (0-100)
Condition PCI Range Arterials Locals Total Mi. % of Network Rank 2021 2017 PCI 2014 PCI 2011 SF Mi.
Excellent 86-100 2.6 9.4 12.0 Arterials 85.3 73.7 70.2 66.8 1,200,191 3.4 Very Good 71-85 0.5 5.5 6.0 Locals 69.2 68.1 59.2 56.9 4,701,566 28.5 Good 56-70 0.0 5.2 5.2 72.5 69.3 61.8 59.2 5,901,757 31.9 Fair 41-55 0.0 4.3 4.3
Poor 26-40 0.0 2.4 2.4
Very Poor 11-25 0.3 1.4 1.8
Failed 0-10 0.0 0.3 0.3
3.4 28.5 31.9
56%
30%
14%
November 7, 2023, Reg CC Mtg., Page # 234
City of Lomita, CA
Forecasted Maintenance / Rehabilitation Report - FY 2021-2026 Sorted by Rank, FY, Name (A-Z)
FY Street ID Section ID Name From To Functional Class Zone Type Lanes Length Width True Area PCI PCI Climate % PCI Load % PCI Other % Maint. Type Total $ Arterials
2021-22 1840 1325 NARBONNE AVE - 1840 PACIFIC COAST HWY S CITY LIMIT A - Arterial B A - AC 4 1,610 61 96,743 22 27 65 8 ARHM $224,444 $224,444
2022-23 1730 1034 LOMITA BLVD - 1730 PENNSYLVANIA AVE CYPRESS ST A - Arterial F C - AC/PCC 4 934 54 63,055 88 22 73 5 Type II Slurry $29,636 $29,636
2023-24 1950 1048 PALOS VERDES DR - 1950 WESTERN AVE 872 FT W/O WESTERN AVE A - Arterial A A - AC 6 872 100 80,587 88 71 5 24 Type II Slurry $38,682 2023-24 1950 1135 PALOS VERDES DR - 1950 W CITY LIMIT ROLLING VISTA DR A - Arterial A A - AC 6 1,092 100 99,049 85 77 0 23 Type II Slurry $47,544 $86,225
2024-25 1950 1136 PALOS VERDES DR - 1950 WESTERN AVE E CITY LIMIT A - Arterial A A - AC 6 541 100 47,184 82 44 55 1 Type II Slurry $23,120 2024-25 1950 1345 PALOS VERDES DR - 1950 ROLLING VISTA DR 1011 FT E/O ROLLING VISTA DR A - Arterial A A - AC 6 1,011 100 91,278 84 94 0 6 Type II Slurry $44,726 $67,846
2025-26 1730 1042 LOMITA BLVD - 1730 EBONY E CITY LIMIT A - Arterial G A - AC 4 28 58 2,502 95 100 0 0 Type II Slurry $1,226 2025-26 1730 1040 LOMITA BLVD - 1730 ESHELMAN AVE WALNUT ST A - Arterial G O - AC/AC 4 868 64 60,318 94 92 0 8 Type II Slurry $29,556 $30,782
Locals
2021-22 1075 1276 247TH ST - 1075 WOODWARD AVE OAK ST L - Local C S - ST 2 439 26 12,307 20 30 53 18 AC Recon $67,689 2021-22 1080 1252 248TH ST - 1080 CYPRESS ST NARBONNE AVE L - Local C S - ST 2 770 26 20,935 10 15 53 32 AC Recon $115,143 2021-22 1080 1254 248TH ST - 1080 WOODWARD AVE OAK ST L - Local C S - ST 2 440 26 12,537 34 25 48 26 AC Overlay $25,325 2021-22 1080 1255 248TH ST - 1080 OAK ST ESHELMAN AVE L - Local C S - ST 2 830 26 22,700 14 22 60 18 AC Recon $124,850 2021-22 1100 1202 250TH ST - 1100 END PENNSYLVANIA AVE L - Local C A - AC 2 815 26 22,324 89 62 38 0 Type II Slurry $8,483 2021-22 1380 1120 BANI AVE - 1380 250TH ST END L - Local C A - AC 2 127 32 5,713 43 27 66 7 AC Overlay $11,540 2021-22 1470 1052 COMAL CT - 1470 250TH ST END L - Local C A - AC 2 184 30 7,657 100 100 0 0 Stop Gap $230 2021-22 1500 1224 CYPRESS ST - 1500 LOMITA BLVD 246TH PL L - Local C A - AC 2 679 26 17,542 21 9 91 0 AC Recon $96,481 2021-22 1500 1225 CYPRESS ST - 1500 246TH PL 247TH ST L - Local C A - AC 2 351 26 8,934 33 26 25 48 AC Recon $49,137 2021-22 1530 1243 DORIA AVE - 1530 250TH ST END L - Local C A - AC 2 187 30 7,778 87 94 0 6 Type II Slurry $2,956 2021-22 1820 1097 MOON AVE - 1820 LOMITA BLVD 247TH ST L - Local C A - AC 2 830 26 21,678 39 30 70 0 AC Overlay $43,790 2021-22 1880 1334 OAK ST - 1880 LOMITA BLVD 250TH ST L - Local C A - AC 2 1,094 25 27,116 78 100 0 0 Type II Slurry $10,304 2021-22 2230 1100 WOODWARD AVE - 2230 247TH ST 250TH ST L - Local C A - AC 2 825 26 21,029 19 15 64 21 AC Recon $115,660 $671,586
2021-22 1010 1215 240TH ST - 1010 NARBONNE AVE BENHILL AVE L - Local F A - AC 2 467 32 14,051 51 43 57 0 AC Overlay $28,383 2021-22 1020 1374 241ST ST - 1020 ALLIENE AVE NARBONNE AVE L - Local F S - ST 2 312 31 9,039 88 30 0 70 Type II Slurry $3,435 2021-22 1030 1214 242ND ST - 1030 NARBONNE AVE PARK HAVEN PL L - Local F A - AC 2 1,021 25 25,932 86 49 51 0 Type II Slurry $9,854 2021-22 1030 1346 242ND ST - 1030 PARK HAVEN LN ESHELMAN AVE L - Local F A - AC 2 575 25 14,661 84 63 37 0 Type II Slurry $5,571 2021-22 1050 1179 245TH ST - 1050 NARBONNE AVE WOODWARD AVE L - Local F S - ST 2 315 28 8,733 45 33 53 14 AC Overlay $17,641 2021-22 1050 1180 245TH ST - 1050 WOODWARD AVE CADIZ DR L - Local F A - AC 2 522 31 17,347 56 48 52 0 AC Overlay $35,041 2021-22 1050 1181 245TH ST - 1050 CADIZ DR END L - Local F S - ST 2 550 31 17,826 41 30 70 0 AC Overlay $36,009 2021-22 1270 1315 ADONA DR - 1270 CADIZ DR END L - Local F A - AC 2 276 26 8,714 39 31 69 0 AC Overlay $17,602 2021-22 1290 1177 ALLBROOK ST - 1290 END ESHELMAN AVE L - Local F A - AC 2 483 26 13,624 42 31 41 29 AC Overlay $27,520 2021-22 1300 1316 ALLIENE AVE - 1300 241ST ST LOMITA L - Local F A - AC 2 1,191 20 22,593 43 34 55 11 AC Overlay $45,638 2021-22 1400 1075 BENHILL AVE - 1400 240TH ST END L - Local F A - AC 2 231 28 7,878 50 40 45 15 AC Overlay $15,914 2021-22 1400 1076 BENHILL AVE - 1400 END 240TH ST L - Local F A - AC 2 113 16 2,543 78 68 32 0 AC Overlay $5,137 2021-22 1420 1134 CADIZ DR - 1420 245TH ST END L - Local F A - AC 2 330 32 11,517 43 49 51 0 AC Overlay $23,264 2021-22 1440 1060 CARLENE LN - 1440 END DAWN ST L - Local F A - AC 2 157 32 6,811 90 100 0 0 Type II Slurry $2,588 2021-22 1480 1014 CRENSHAW BLVD - 1480 N CITY LIMIT LOMITA BLVD L - Local F O - AC/AC 2 367 76 29,584 83 59 1 40 Type II Slurry $11,242 2021-22 1480 1015 CRENSHAW BLVD - 1480 LOMITA BLVD S CITY LIMIT L - Local F O - AC/AC 2 920 81 75,454 87 80 15 5 Type II Slurry $28,673 2021-22 1520 1176 DAWN ST - 1520 END ESHELMAN AVE L - Local F A - AC 2 480 32 15,815 88 70 30 0 Type II Slurry $6,010 2021-22 1660 1319 HENDRICKS AVE - 1660 END 245TH ST L - Local F A - AC 2 515 26 15,135 47 60 40 0 AC Overlay $30,573 2021-22 1740 1137 LOMITA DR - 1740 END LOMITA BLVD L - Local F A - AC 2 523 31 15,661 37 47 43 10 AC Overlay $31,635 2021-22 1750 1049 LOMITA PARK PL - 1750 END ESHELMAN AVE L - Local F A - AC 2 683 34 23,633 37 31 69 0 AC Overlay $47,739 2021-22 1760 1066 LUCILLE AVE - 1760 243RD ST LOMITA BLVD L - Local F A - AC 2 552 20 11,134 33 23 70 6 AC Overlay $22,491 $451,958
2022-23 1010 1217 240TH ST - 1010 ESHELMAN AVE WALNUT ST L - Local G A - AC 2 783 30 23,902 48 36 64 0 AC Overlay $49,716 2022-23 1020 1259 241ST ST - 1020 END STANHURST AVE L - Local G A - AC 2 283 28 8,913 58 53 47 0 AC Overlay $18,539 2022-23 1020 1260 241ST ST - 1020 STANHURST AVE WALNUT ST L - Local G A - AC 2 471 28 13,366 50 42 58 0 AC Overlay $27,801 2022-23 1065 1249 246TH ST - 1065 FALENA AVE END L - Local G S - ST 2 639 30 18,066 19 22 52 26 AC Recon $102,434 2022-23 1070 1043 247TH PL - 1070 END E CITY LIMIT L - Local G S - ST 2 784 25 22,319 32 11 89 0 AC Overlay $46,424 2022-23 1075 1271 247TH ST - 1075 WALNUT ST FALENA AVE L - Local G S - ST 2 281 32 9,479 87 100 0 0 Type II Slurry $3,697 2022-23 1075 1277 247TH ST - 1075 ABITA AVE WALNUT ST L - Local G S - ST 2 247 26 7,254 40 57 43 0 AC Recon $41,130 2022-23 1075 1322 247TH ST - 1075 FALENA AVE END L - Local G S - ST 2 664 32 21,788 87 100 0 0 Type II Slurry $8,497 2022-23 1080 1256 248TH ST - 1080 ESHELMAN AVE END L - Local G S - ST 2 354 20 6,038 21 60 40 0 AC Recon $34,235 2022-23 1080 1257 248TH ST - 1080 WEST END E CITY LIMIT L - Local G S - ST 2 504 25 14,212 16 8 74 18 AC Recon $80,582 2022-23 1120 1269 252ND ST - 1120 END EBONY LN L - Local G A - AC 2 215 27 6,372 43 64 31 5 AC Overlay $13,254 Red = Sch. AC Recon; Orange = Sch. AC Overlay; Blue = Sch. Slurry Seal Page 1 of 4 November 7, 2023, Reg CC Mtg., Page # 235
City of Lomita, CA
Forecasted Maintenance / Rehabilitation Report - FY 2021-2026 Sorted by Rank, FY, Name (A-Z)
FY Street ID Section ID Name From To Functional Class Zone Type Lanes Length Width True Area PCI PCI Climate % PCI Load % PCI Other % Maint. Type Total $ 2022-23 1130 1047 253RD PL - 1130 ESHELMAN AVE WALNUT ST L - Local E O - AC/AC 2 702 22 16,000 92 100 0 0 AC Overlay $33,280 2022-23 1250 1065 ABITA AVE - 1250 247TH ST END L - Local G A - AC 2 179 27 7,958 28 38 62 0 AC Recon $45,122 2022-23 1280 1166 ALCOR ST - 1280 END WALNUT ST L - Local G A - AC 2 264 32 10,042 42 46 50 5 AC Overlay $20,887 2022-23 1430 1282 CALLISON ST - 1430 STANHURST AVE WALNUT ST L - Local G A - AC 2 443 28 13,615 49 49 51 0 AC Overlay $28,319 2022-23 1540 1061 EBONY LN - 1540 251ST ST 252ND ST L - Local G A - AC 2 445 52 24,164 26 40 49 11 AC Overlay $50,261 2022-23 1540 1062 EBONY LN - 1540 252ND ST 253RD ST L - Local G A - AC 2 585 52 28,741 15 35 53 12 AC Recon $162,961 2022-23 1540 1063 EBONY LN - 1540 LOMITA BLVD 251ST ST L - Local G A - AC 2 306 52 15,565 37 43 56 0 AC Overlay $32,375 2022-23 1540 1302 EBONY LN - 1540 253RD ST WALNUT ST L - Local G A - AC 2 142 48 6,870 19 9 83 8 AC Recon $38,953 2022-23 1600 1068 FALENA AVE - 1600 247TH ST END L - Local G A - AC 2 455 30 13,055 46 40 60 0 AC Overlay $27,154 2022-23 1870 1175 NORDMAN ST - 1870 WALNUT ST END L - Local G A - AC 2 536 28 13,761 22 27 64 9 AC Recon $78,025 2022-23 2050 1310 STANHURST AVE - 2050 241ST ST CALLISON ST L - Local G A - AC 2 467 30 14,874 50 42 58 0 AC Overlay $30,938 2022-23 2090 1281 TURRELL ST - 2090 END WALNUT ST L - Local G A - AC 2 500 20 12,759 21 33 54 13 AC Recon $72,344 2022-23 2200 1182 WALNUT ST - 2200 LOMITA BLVD 253RD ST L - Local G A - AC 2 1,402 32 43,739 57 25 75 1 AC Overlay $90,977 2022-23 2200 1237 WALNUT ST - 2200 END 241ST ST L - Local G A - AC 2 494 36 17,025 28 26 55 19 AC Overlay $35,412 2022-23 2200 1241 WALNUT ST - 2200 241ST ST TURRELL ST L - Local G A - AC 2 1,323 36 47,471 22 22 59 19 AC Recon $269,161 $1,442,479
2023-24 1110 1200 251ST ST - 1110 END PENNSYLVANIA AVE L - Local D A - AC 2 790 32 25,705 54 28 72 0 Cape Seal $25,448 2023-24 1110 1201 251ST ST - 1110 PENNSYLVANIA AVE END L - Local D A - AC 2 305 22 8,510 45 37 63 0 AC Overlay $18,211 2023-24 1131 1198 253RD ST - 1131 END PENNSYLVANIA AVE L - Local D A - AC 2 794 32 24,906 54 44 56 0 AC Overlay $53,299 2023-24 1131 1199 253RD ST - 1131 PENNSYLVANIA AVE END L - Local D A - AC 2 296 27 9,207 36 32 68 0 AC Overlay $19,703 2023-24 1140 1263 254TH ST - 1140 END CYPRESS ST L - Local D A - AC 2 303 26 10,436 28 0 83 17 AC Overlay $22,333 2023-24 1140 1264 254TH ST - 1140 FEIJOA AVE NARBONNE AVE L - Local D O - AC/AC 2 358 26 9,724 89 24 72 4 Type II Slurry $3,890 2023-24 1140 1265 254TH ST - 1140 AUBREY LN PENNSYLVANIA AVE L - Local D A - AC 2 456 32 15,473 61 51 49 0 AC Overlay $33,112 2023-24 1140 1266 254TH ST - 1140 END AUBREY LN L - Local D A - AC 2 304 34 10,482 62 60 40 0 AC Overlay $22,431 2023-24 1150 1187 255TH ST - 1150 PENNSYLVANIA AVE KELLEY AVE L - Local D A - AC 2 225 27 5,996 80 69 31 0 Type II Slurry $2,398 2023-24 1150 1188 255TH ST - 1150 KELLEY AVE ADAMO AVE L - Local D A - AC 2 299 27 7,708 66 33 67 0 Type II Slurry $3,083 2023-24 1150 1189 255TH ST - 1150 ADAMO AVE CYPRESS ST L - Local D A - AC 2 251 26 6,559 52 30 70 0 Cape Seal $6,493 2023-24 1150 1190 255TH ST - 1150 CYPRESS ST NARBONNE AVE L - Local D A - AC 2 825 27 20,466 55 27 73 0 Cape Seal $20,261 2023-24 1150 1197 255TH ST - 1150 VERONICA LN PENNSYLVANIA AVE L - Local D A - AC 2 285 35 8,749 69 43 57 0 Type II Slurry $3,500 2023-24 1150 1356 255TH ST - 1150 VERONICA LN END L - Local D A - AC 2 507 27 15,473 75 51 49 0 Type II Slurry $6,189 2023-24 1160 1221 256TH ST - 1160 PENNSYLVANIA AVE END L - Local D A - AC 2 823 18 15,856 94 100 0 0 Stop Gap $476 2023-24 1260 1105 ADAMO AVE - 1260 END 255TH ST L - Local D A - AC 2 256 26 8,598 43 25 75 0 AC Overlay $18,400 2023-24 1300 1069 ALLIENE AVE - 1300 255TH ST END L - Local D A - AC 2 488 32 15,916 47 37 63 0 AC Overlay $34,060 2023-24 1350 1058 AUBREY LN - 1350 254TH ST END L - Local D A - AC 2 154 32 6,392 86 63 37 0 Type II Slurry $2,557 2023-24 1380 1110 BANI AVE - 1380 256TH ST END L - Local D A - AC 2 169 30 6,534 82 100 0 0 Type II Slurry $2,614 2023-24 1380 1121 BANI AVE - 1380 253RD ST END L - Local D A - AC 2 123 26 4,860 51 45 55 0 AC Overlay $10,400 2023-24 1380 1298 BANI AVE - 1380 END 254TH ST L - Local D A - AC 2 148 30 5,468 39 34 66 0 AC Overlay $11,702 2023-24 1390 1119 BECKNEL AVE - 1390 253RD ST END L - Local D A - AC 2 114 22 4,326 34 28 62 10 AC Overlay $9,258 2023-24 1460 1219 CHAPMAN ST - 1460 SADDLE VIEW RD PENNSYLVANIA AVE L - Local D A - AC 2 523 30 16,282 73 52 48 0 Type II Slurry $6,513 2023-24 1490 1141 CYPRESS CIRCLE DR - 1490 END CYPRESS ST L - Local D A - AC 2 282 32 11,055 82 100 0 0 AC Overlay $23,658 2023-24 1500 1228 CYPRESS ST - 1500 254TH ST 255TH St L - Local D A - AC 2 527 30 13,659 68 41 59 0 AC Overlay $29,230 2023-24 1500 1229 CYPRESS ST - 1500 255TH ST STRATFORD DR L - Local D A - AC 2 533 30 14,489 69 45 55 0 AC Overlay $31,006 2023-24 1500 1231 CYPRESS ST - 1500 PACIFIC COAST HWY STRATFORD DR L - Local D A - AC 2 525 30 14,300 56 31 61 8 AC Overlay $30,602 2023-24 1500 1232 CYPRESS ST - 1500 250TH ST ROBIN LN L - Local D A - AC 2 636 28 17,818 63 36 63 1 AC Overlay $38,131 2023-24 1500 1340 CYPRESS ST - 1500 ROBIN LN 254TH ST L - Local D A - AC 2 951 30 25,134 72 47 51 2 Type II Slurry $10,054 2023-24 1510 1056 DANMAR CT - 1510 END PENNSYLVANIA DR L - Local D A - AC 2 127 32 6,194 49 32 66 2 AC Overlay $13,255 2023-24 1570 1146 ESTER VIEW DR - 1570 SADDLE VIEW RD PENNSYLVANIA AVE L - Local D A - AC 2 552 31 18,132 63 49 51 0 AC Overlay $38,802 2023-24 1580 1054 EVANS CT - 1580 END CYPRESS ST L - Local D A - AC 2 324 15 3,918 5 40 19 40 AC Recon $22,842 2023-24 1610 1104 FEIJOA AVE - 1610 254TH ST 255TH ST L - Local D A - AC 2 535 26 14,576 54 36 61 3 AC Overlay $31,193 2023-24 1610 1304 FEIJOA AVE - 1610 250TH ST 254TH ST L - Local D A - AC 2 1,521 26 40,160 27 19 70 11 AC Overlay $85,942 2023-24 1620 1144 FORRESTER DR - 1620 END PENNSYLVANIA AVE L - Local D A - AC 2 147 32 6,491 51 40 60 0 AC Overlay $13,891 2023-24 1620 1359 FORRESTER DR - 1620 CYPRESS ST END L - Local D A - AC 2 405 15 4,486 9 53 0 47 AC Recon $26,153 2023-24 1690 1342 HILLWORTH AVE - 1690 N CITY LIMIT S CITY LIMIT L - Local D A - AC 2 639 27 16,363 81 60 27 13 Type II Slurry $6,545 2023-24 1700 1117 KELLEY AVE - 1700 END (N) 255TH ST L - Local D A - AC 2 184 32 7,960 83 100 0 0 Type II Slurry $3,184 2023-24 1700 1118 KELLEY AVE - 1700 255TH ST (S) END L - Local D A - AC 2 260 26 9,951 54 51 49 0 AC Overlay $21,295 2023-24 1760 1326 LUCILLE AVE - 1760 255TH ST PACIFIC COAST HWY L - Local D A - AC 2 1,005 27 26,243 61 37 63 0 AC Overlay $56,160 2023-24 1780 1247 MCKENNA CT - 1780 PENNSYLVANIA AVE END L - Local D A - AC 2 299 32 11,671 88 100 0 0 Type II Slurry $4,668 2023-24 1850 1138 NEKO DR - 1850 END 251ST ST L - Local D A - AC 2 126 33 5,765 74 100 0 0 Type II Slurry $2,306 2023-24 1860 1050 NOELLE CT - 1860 END 254TH ST L - Local D A - AC 2 147 32 6,018 83 100 0 0 Type II Slurry $2,407 2023-24 1970 1130 PENNSYLVANIA AVE - 1970 PACIFIC COAST HWY ESTHER VIEW DR L - Local D A - AC 2 464 34 15,173 60 37 59 4 AC Overlay $32,470 2023-24 1970 1131 PENNSYLVANIA AVE - 1970 ESTHER VIEW DR STEED CT L - Local D A - AC 2 610 34 22,136 67 33 63 4 Type II Slurry $8,854 2023-24 1970 1353 PENNSYLVANIA AVE - 1970 250TH ST 253RD ST (N) L - Local D A - AC 1 1,054 31 32,445 71 30 70 0 AC Overlay $69,432 2023-24 1970 1354 PENNSYLVANIA AVE - 1970 253RD ST (N) 255TH ST L - Local D A - AC 2 1,059 31 32,317 69 40 60 0 Type II Slurry $12,927 Red = Sch. AC Recon; Orange = Sch. AC Overlay; Blue = Sch. Slurry Seal Page 2 of 4 November 7, 2023, Reg CC Mtg., Page # 236
City of Lomita, CA
Forecasted Maintenance / Rehabilitation Report - FY 2021-2026 Sorted by Rank, FY, Name (A-Z)
FY Street ID Section ID Name From To Functional Class Zone Type Lanes Length Width True Area PCI PCI Climate % PCI Load % PCI Other % Maint. Type Total $ 2023-24 1970 1355 PENNSYLVANIA AVE - 1970 255TH ST PACIFIC COAST HWY L - Local D A - AC 2 1,049 31 31,390 72 49 44 7 Type II Slurry $12,556 2023-24 1980 1145 PENNSYLVANIA DR - 1980 STEED CT END L - Local D A - AC 2 356 36 13,049 50 34 65 1 AC Overlay $27,925 2023-24 1990 1139 REED DR - 1990 END PACIFIC COAST HWY L - Local D A - AC 2 451 20 9,486 44 24 64 13 AC Overlay $20,300 2023-24 2020 1057 ROBIN LN - 2020 END CYPRESS ST L - Local D A - AC 2 283 32 11,211 59 37 55 8 AC Overlay $23,992 2023-24 2040 1064 SADDLE VIEW DR - 2040 ESTHER VIEW DR END L - Local D A - AC 2 661 30 22,163 63 34 66 0 AC Overlay $47,429 2023-24 2060 1055 STEED CT - 2060 END PENNSYLVANIA AVE L - Local D A - AC 2 337 30 11,897 54 46 54 0 AC Overlay $25,460 2023-24 2070 1140 STRATFORD DR - 2070 END CYPRESS ST L - Local D A - AC 2 302 30 10,579 61 38 62 0 AC Overlay $22,639 2023-24 2100 1059 VERONICA LN - 2100 255TH ST END L - Local D A - AC 2 147 32 8,331 81 75 0 25 Type II Slurry $3,332 2023-24 2220 1051 WITTICK CT - 2220 END PENNSYLVANIA AVE L - Local D A - AC 2 346 31 12,007 62 38 62 0 AC Overlay $25,695 $1,160,667
2024-25 1130 1001 253RD PL - 1130 END E CITY LIMIT L - Local E A - AC 2 210 15 2,974 64 30 35 35 AC Overlay $6,573 2024-25 1130 1044 253RD PL - 1130 NARBONNE AVE WOODWARD AVE L - Local E A - AC 2 359 26 9,540 90 100 0 0 Type II Slurry $21,083 2024-25 1130 1045 253RD PL - 1130 WOODWARD AVE OAK ST L - Local E A - AC 2 356 26 10,779 48 34 66 0 AC Overlay $23,822 2024-25 1131 1169 253RD ST - 1131 WALNUT ST EBONY LN L - Local E O - AC/AC 2 60 13 3,049 20 24 64 13 AC Recon $6,738 2024-25 1131 1170 253RD ST - 1131 MONTEREY CIR E CITY LIMIT L - Local E A - AC 2 232 36 10,191 65 35 57 8 AC Overlay $22,522 2024-25 1131 1171 253RD ST - 1131 EBONY LN MONTEREY CIR L - Local E A - AC 2 663 33 18,648 51 39 61 0 AC Overlay $41,212 2024-25 1131 1375 253RD ST - 1131 WALNUT ST ESHELMAN AVE L - Local E O - AC/AC 2 759 20 16,050 92 100 0 0 Type II Slurry $35,471 2024-25 1140 1261 254TH ST - 1140 ESHELMAN AVE WALNUT ST L - Local E A - AC 2 710 28 19,819 60 51 48 1 AC Overlay $43,800 2024-25 1140 1262 254TH ST - 1140 WALNUT ST E CITY LIMIT L - Local E O - AC/AC 2 986 30 26,620 91 88 0 12 Type II Slurry $58,830 2024-25 1150 1195 255TH ST - 1150 WOODWARD AVE OAK ST L - Local E O - AC/AC 2 387 27 10,529 90 36 64 0 Type II Slurry $23,269 2024-25 1150 1244 255TH ST - 1150 WALNUT ST E CITY LIMIT L - Local E A - AC 2 984 32 29,545 27 21 68 11 AC Overlay $65,294 2024-25 1160 1220 256TH ST - 1160 WALNUT ST E CITY LIMIT L - Local E A - AC 2 988 32 29,798 30 26 67 7 AC Overlay $65,854 2024-25 1160 1222 256TH ST - 1160 NARBONNE AVE OAK ST L - Local E A - AC 2 771 26 20,008 73 57 43 0 Type II Slurry $44,218 2024-25 1170 1233 257TH ST - 1170 WALNUT ST E CITY LIMIT L - Local E A - AC 2 988 28 26,337 63 43 57 0 AC Overlay $58,205 2024-25 1170 1234 257TH ST - 1170 ESHELMAN AVE WALNUT ST L - Local E A - AC 2 709 22 15,916 56 42 50 8 AC Overlay $35,174 2024-25 1320 1077 ANDREO AVE - 1320 253RD PL END L - Local E O - AC/AC 2 357 26 10,871 81 100 0 0 AC Overlay $24,025 2024-25 1320 1329 ANDREO AVE - 1320 250TH ST 252ND ST L - Local E O - AC/AC 2 899 26 23,343 85 100 0 0 Type II Slurry $140,291 2024-25 1320 1337 ANDREO AVE - 1320 252ND ST 253RD ST L - Local E O - AC/AC 2 531 26 14,019 86 95 0 5 Type II Slurry $5,888 2024-25 1410 1027 BLAND PL - 1410 PACIFIC COAST HWY WALNUT ST L - Local E A - AC 2 400 36 16,312 57 69 29 2 AC Overlay $6,851 2024-25 1530 1108 DORIA AVE - 1530 NORTH END 252ND ST L - Local E A - AC 2 342 25 9,891 53 38 62 0 AC Overlay $4,154 2024-25 1530 1109 DORIA AVE - 1530 252ND ST SOUTH END L - Local E A - AC 2 475 26 14,025 36 31 69 0 AC Overlay $5,891 2024-25 1560 1376 ESHELMAN AVE - 1560 ESHELMAN AVE END L - Local E A - AC 2 351 33 10,651 44 22 78 0 AC Overlay $4,473 2024-25 1810 1327 MONTEREY CIR - 1810 253RD ST END L - Local E A - AC 2 153 31 6,126 79 31 69 0 AC Overlay $2,573 2024-25 1880 1283 OAK ST - 1880 255TH ST 256TH ST L - Local E A - AC 2 420 27 10,676 79 100 0 0 Type II Slurry $4,484 2024-25 1880 1284 OAK ST - 1880 256TH ST PACIFIC COAST HWY L - Local E A - AC 2 609 27 15,785 75 100 0 0 Type II Slurry $6,630 2024-25 1880 1308 OAK ST - 1880 250TH ST 253RD PL L - Local E A - AC 2 1,427 27 36,990 75 77 23 0 Type II Slurry $15,536 2024-25 1880 1330 OAK ST - 1880 253RD PL 255TH ST L - Local E A - AC 2 684 27 17,857 77 79 21 0 Type II Slurry $7,500 2024-25 2230 1102 WOODWARD AVE - 2230 255TH ST END (S) L - Local E A - AC 2 633 26 17,479 64 39 61 0 AC Overlay $7,341 2024-25 2230 1305 WOODWARD AVE - 2230 250TH ST 253RD ST L - Local E A - AC 2 1,399 24 36,410 84 18 59 23 Type II Slurry $15,292 $802,994
2025-26 1230 1160 263RD ST - 1230 APPIAN WAY FAIRVIEW AVE L - Local A A - AC 2 214 36 7,465 87 28 0 72 Type II Slurry $3,210 2025-26 1230 1162 263RD ST - 1230 MONTE VISTA AVE REGENT AVE L - Local A A - AC 2 301 36 10,449 87 89 11 0 Type II Slurry $4,493 2025-26 1230 1164 263RD ST - 1230 OCEAN VIEW AVE WESTERN AVE L - Local A A - AC 2 528 36 18,608 74 70 30 0 Type II Slurry $8,001 2025-26 1230 1165 263RD ST - 1230 WESTERN AVE E CITY LIMIT L - Local A A - AC 2 372 40 11,639 56 35 64 2 AC Overlay $26,421 2025-26 1240 1235 264TH ST - 1240 OVID AVE FAIRVIEW AVE L - Local A A - AC 2 337 20 6,694 78 29 68 3 Type II Slurry $2,878 2025-26 1310 1106 ALTA VISTA AVE - 1310 262ND ST END L - Local A A - AC 2 1,152 30 32,834 51 35 61 4 AC Overlay $74,533 2025-26 1560 1090 ESHELMAN AVE - 1560 263RD ST END L - Local A A - AC 2 671 26 13,664 87 38 0 62 Type II Slurry $5,876 2025-26 1590 1128 FAIRVIEW AVE - 1590 263RD ST GLENTREE DR L - Local A A - AC 2 534 24 13,060 92 83 0 17 Type II Slurry $5,616 2025-26 1640 1313 GLENTREE DR - 1640 END FAIRVIEW AVE L - Local A A - AC 2 801 24 22,615 58 40 54 6 AC Overlay $51,336 2025-26 1670 1107 HILLCREST AVE - 1670 END WESTERN AVE L - Local A A - AC 2 604 36 21,714 88 61 39 0 Type II Slurry $9,337 2025-26 1800 1126 MONTE VISTA AVE - 1800 263RD ST END L - Local A A - AC 2 667 26 13,434 93 87 0 13 Type II Slurry $5,777 2025-26 2010 1096 REGENT AVE - 2010 263RD ST END L - Local A A - AC 2 665 26 17,881 92 72 0 28 Type II Slurry $7,689 2025-26 2110 1016 VIA DESMONDE - 2110 VIA MADONNA VIA MARQUETTE L - Local A A - AC 2 1,044 31 33,389 72 54 46 0 AC Overlay $75,793 2025-26 2110 1017 VIA DESMONDE - 2110 VIA MARQUETTE ROLLING VISTA DR L - Local A A - AC 2 663 31 22,477 52 34 66 0 AC Overlay $51,023 2025-26 2120 1018 VIA ENCANTO - 2120 END VIA DESMONDE L - Local A A - AC 2 289 27 8,920 69 69 31 0 AC Overlay $20,248 2025-26 2130 1020 VIA MADONNA - 2130 END ROLLING VISTA DR L - Local A A - AC 2 406 27 12,263 63 53 47 0 AC Overlay $27,837 2025-26 2130 1021 VIA MADONNA - 2130 ROLLING VISTA DR VIA MARQUETTE L - Local A A - AC 2 1,280 32 41,144 62 49 43 8 AC Overlay $93,397 2025-26 2140 1009 VIA MARQUETTE - 2140 VIA DESMONDE VIA VERA L - Local A A - AC 2 378 32 12,786 55 45 55 0 AC Overlay $29,024 2025-26 2140 1011 VIA MARQUETTE - 2140 VIA TAMPA VIA VERA L - Local A A - AC 2 285 32 9,101 71 67 33 0 AC Overlay $20,659 2025-26 2140 1012 VIA MARQUETTE - 2140 VIA SOLANO VIA TAMPA L - Local A A - AC 2 264 32 8,300 70 42 58 0 AC Overlay $18,841 2025-26 2140 1363 VIA MARQUETTE - 2140 VIA SOLANO VIA MADONNA L - Local A A - AC 2 317 32 10,107 75 55 45 0 AC Overlay $22,943 2025-26 2150 1019 VIA NOVA - 2150 END ROLLING VISTA DR L - Local A A - AC 2 334 27 10,417 59 51 49 0 AC Overlay $23,647 2025-26 2160 1005 VIA SOLANO - 2160 END VIA MARQUETTE L - Local A A - AC 2 330 26 10,883 64 60 40 0 AC Overlay $24,704 Red = Sch. AC Recon; Orange = Sch. AC Overlay; Blue = Sch. Slurry Seal Page 3 of 4 November 7, 2023, Reg CC Mtg., Page # 237
City of Lomita, CA
Forecasted Maintenance / Rehabilitation Report - FY 2021-2026 Sorted by Rank, FY, Name (A-Z)
FY Street ID Section ID Name From To Functional Class Zone Type Lanes Length Width True Area PCI PCI Climate % PCI Load % PCI Other % Maint. Type Total $ 2025-26 2170 1013 VIA TAMPA - 2170 END VIA MARQUETTE L - Local A A - AC 2 151 26 6,288 64 73 27 0 AC Overlay $14,274 2025-26 2180 1010 VIA VERA - 2180 VIA MARQUETTE END L - Local A A - AC 2 104 43 5,354 70 65 35 0 AC Overlay $12,154 $639,710
Red = Sch. AC Recon; Orange = Sch. AC Overlay; Blue = Sch. Slurry Seal Page 4 of 4 November 7, 2023, Reg CC Mtg., Page # 238
APPENDIX B
CITY MAP OF ALLEYS
November 7, 2023, Reg CC Mtg., Page # 239
Private Streets
City Alleys/Lots
Caltrans Jurisdiction
Traffic Signal/flashing Crossing
City Parking Lots
Notes:
• City of Lomita owns east side of
Crenshaw Blvd to curb of west side
• Bani Ave S/O 256th St; only the half is
public-right-of-way
• City of Lomita owns at Torrance
boundary through parkway on east side
Via Kolsa
245th St
Sunny
Leaf Ln
Blue
Rose
Oakwood
Ridge Ln
Medawar Wy
November 7, 2023, Reg CC Mtg., Page # 240
APPENDIX C
MAPS OF STREET IMPROVEMENT PROJECTS
COMPLETED UP TO SEPTEMBER 2023
November 7, 2023, Reg CC Mtg., Page # 241
PROJECT MAP
PROJECT SITE
CITY LIMITS
PAVEMENT LEGEND
November 7, 2023, Reg CC Mtg., Page # 242
vcv
November 7, 2023, Reg CC Mtg., Page # 243
APPENDIX D
PROFESSIONAL SERVICES AGREEMENT
(SAMPLE)
November 7, 2023, Reg CC Mtg., Page # 244
CONTRACT FOR PROFESSIONAL SERVICES
BETWEEN
THE CITY OF LOMITA AND NAME
This AGREEMENT for Description is entered into this __ day of ___ 20__, by and between the CITY OF LOMITA, a general law city and municipal corporation (“CITY”) and NAME (“CONTRACTOR”).
R E C I T A L S
A. CITY does not have the personnel able and/or available to perform the services required under this agreement.
B. Therefore, CITY desires to contract out for Description.
C. CONTRACTOR warrants to CITY that it has the qualifications, experience and facilities to perform properly and timely the services under this Agreement.
D. CITY desires to contract with CONTRACTOR to perform the services as described in Exhibit A of this Agreement.
NOW, THEREFORE, based on the foregoing recitals, CITY and CONTRACTOR agree as follows:
1. CONSIDERATION AND COMPENSATION.
A. As partial consideration, CONTRACTOR agrees to perform the work listed in the SCOPE OF SERVICES, attached as Exhibit A;
B. As an additional consideration, CONTRACTOR and CITY agree to abide by the terms and conditions contained in this Agreement.
C. As additional consideration, CITY agrees to pay CONTRACTOR an amount of $xxx,xxx.xx, the CONTRACTOR’s estimated costs of its services, unless otherwise specified by written amendment to this Agreement. The City Council has also approved an additional xx% of these estimated costs, or up to $xx,xxx.xx, for unexpected contingencies, or a total, not-to-exceed amount of $xxx,xxx.xx. If CONTRACTOR incurs expenses exceeding its estimated costs of $xxx,xxx.xx, the CONTRACTOR must request such expenses in writing, and the CITY’s City Manager or his designee must approve of such requests, for CONTRACTOR to receive compensation for those costs.
November 7, 2023, Reg CC Mtg., Page # 245
D. No additional compensation shall be paid for any other expenses incurred, unless first approved by the City Manager or his designee.
E. CONTRACTOR shall submit to CITY, by not later than the 10th day of each month, its bill for services itemizing the fees and costs incurred during the previous month. CITY shall pay CONTRACTOR all uncontested amounts set forth in the CONTRACTOR'S bill within 30 days after it is received.
2. SCOPE OF SERVICES.
A. CONTRACTOR will perform the services and activities set forth in the SCOPE OF SERVICES attached hereto as Exhibit A and incorporated herein by this reference.
If any part of Exhibit A is inconsistent with the terms of this Agreement, the terms of this Agreement shall control.
B. Except as herein otherwise expressly specified to be furnished by CITY, CONTRACTOR will, in a professional manner, furnish all the labor, technical, administrative, professional and other personnel, all supplies and materials, equipment, printing, vehicles, transportation, office space, and facilities necessary or proper to perform and complete the work and provide the professional services required of CONTRACTOR by this Agreement.
3. PAYMENTS. For CITY to pay CONTRACTOR as specified by this Agreement, CONTRACTOR must submit an invoice to CITY which lists the reimbursable costs, the specific tasks performed, and, for work that includes deliverables, the percentage of the task completed during the billing period.
4. TIME OF PERFORMANCE. The services of CONTRACTOR are to commence upon receipt of a notice to proceed from CITY and shall continue until all authorized work is completed to CITY’s reasonable satisfaction, in accordance with the schedule incorporated in “Exhibit A,” unless extended in writing by CITY.
5. FAMILIARITY WITH WORK. By executing this Agreement, CONTRACTOR represents that CONTRACTOR has (a) thoroughly investigated and considered the scope of services to be performed; (b) carefully considered how the services should be performed; and (c) understands the facilities, difficulties, and restrictions attending performance of the services under this Agreement.
6. KEY PERSONNEL. CONTRACTOR’s key person assigned to perform work under this Agreement is Name(s). CONTRACTOR shall not assign another person to be in charge of the work contemplated by this Agreement without the prior written authorization of CITY.
7. TERM OF AGREEMENT. The term of this Agreement shall commence upon execution by both parties and shall expire on DATE, unless earlier termination occurs under Section 13 of this Agreement or extended in writing in advance by both parties.
November 7, 2023, Reg CC Mtg., Page # 246
8. BEST MANAGEMENT PRACTICES AND TRAINING. The contractor shall implement and maintain activity specific Best Management Practices (BMPs) to prevent pollutant loading from stormwater and non-stormwater discharges to receiving waters as required in Municipal NPDES Permit No. CAS004004. Contracting staff whose primary job duties are related to implementation of BMPs shall be adequately trained to effectively implement, operate, and maintain such BMPs and must be versed in factors affecting BMP effectiveness. The contractor shall certify they have received all applicable training to implement the requirements in Municipal NPDES Permit No.
CAS004004 and shall provide documentation to that effect.
9. CHANGES. CITY may order changes in the services within the general scope of this Agreement, consisting of additions, deletions, or other revisions, and the contract sum, and the contract time will be adjusted accordingly. All such changes must be authorized in writing, executed by CONTRACTOR and CITY. The cost or credit to CITY resulting from changes in the services will be determined in accordance with the written agreement between the parties.
10. TAXPAYER IDENTIFICATION NUMBER. CONTRACTOR will provide CITY with a Taxpayer Identification Number.
11. PERMITS AND LICENSES. CONTRACTOR will obtain and maintain during the term of this Agreement all permits, licenses, and certificates that may be required by local, state, and federal laws in connection with the performance of services under this Agreement, including a business license as specified in Title VI, Chapter 2 of the Lomita Municipal Code.
12. LAWS AND REGULATIONS; EMPLOYEE/LABOR CERTIFICATION.
CONTRACTOR shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. CONTRACTOR shall be liable for all violations of such laws and regulations in connection with the Services and this Agreement. All violations of such laws and regulations shall be grounds for CITY to terminate the Agreement for cause.
13. PREVAILING WAGE.
A. Prevailing Wage. CONTRACTOR is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, CONTRACTOR agrees to fully comply with such Prevailing Wage Laws.
Upon request, CITY shall provide CONTRACTOR with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement.
CONTRACTOR shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the services available November 7, 2023, Reg CC Mtg., Page # 247
to interested parties upon request and shall post copies at the CONTRACTOR’S principal place of business and at the project site. It is the intent of the parties to effectuate the requirements of sections 1771, 1774, 1775, 1776, 1777.5, 1813, and 1815 of the Labor Code within this Agreement, and CONTRACTOR shall therefore comply with such Labor Code sections to the fullest extent required by law.
CONTRACTOR shall defend, indemnify and hold the CITY, its officials, officers, employees, agents, and volunteers free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.
B. Registration/DIR Compliance. If the services are being performed on a public works project of over $25,000 when the project is for construction, alteration, demolition, installation, or repair work, or a public works project of over $15,000 when the project is for maintenance work, in addition to the foregoing, then pursuant to Labor Code sections 1725.5 and 1771.1, CONTRACTOR and all subcontractors must be registered with the Department of Industrial Relations (“DIR”). CONTRACTOR shall maintain registration for the duration of the project and require the same of any subcontractors. This project may also be subject to compliance monitoring and enforcement by the DIR. It shall be CONTRACTOR’S sole responsibility to comply with all applicable registration and labor compliance requirements, including the submission of payroll records directly to the DIR. Any stop orders issued by the DIR against CONTRACTOR or any subcontractors that affect CONTRACTOR’S performance of services, including any delay, shall be CONTRACTOR’S sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered CONTRACTOR caused delay and shall not be compensable by CITY.
CONTRACTOR shall defend, indemnify and hold CITY, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against CONTRACTOR or any subcontractor.
C. Labor Certification. By its signature hereunder, CONTRACTOR certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code and agrees to comply with such provisions before commencing the performance of the Services.
D. Employment of Apprentices. CONTRACTOR and all subcontractors shall comply with the requirements of Labor Code sections 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.
E. CONTRACTOR or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code section 1777.1 or 1777.7. Any contract on a public works project entered into between the CONTRACTOR and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money November 7, 2023, Reg CC Mtg., Page # 248
that is paid or may have been paid to a debarred subcontractor by CONTRACTOR on the project shall be returned to CITY. The CONTRACTOR shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.
F. CONTRACTOR agrees to bind every subcontractor to the terms of the Agreement as far as such terms are applicable to subcontractor’s portion of the work.
CONTRACTOR shall be as fully responsible to CITY for the acts and omissions of its subcontractor and of persons either directly or indirectly employed by its subcontractor, as CONTRACTOR is for acts and omissions of persons directly employed by CONTRACTOR. Nothing contained in these Agreement shall create any contractual relationship between any subcontractor and CITY.
14. TERMINATION.
A. Except as otherwise provided, CITY may terminate this Agreement at any time with or without cause. Notice of termination shall be in writing.
B. CONTRACTOR may terminate this Agreement. Notice will be in writing at least 30 days before the effective termination date.
C. In the event of such termination, CONTRACTOR shall cease services as of the date of termination, all finished or unfinished documents, data, drawings, maps, and other materials prepared by CONTRACTOR shall, at CITY’s option, become CITY’s property, and CONTRACTOR will receive just and equitable compensation for any work satisfactorily completed up to the effective date of notice of termination.
D. Should the Agreement be terminated pursuant to this Section, CITY may procure on its own terms services similar to those terminated.
15. INDEMNIFICATION.
A. CONTRACTOR shall indemnify, defend with counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable attorneys fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's performance of work hereunder or its failure to comply with any of its obligations contained in this AGREEMENT, regardless of CITY’S passive negligence, but excepting such loss or damage which is caused by the sole active negligence or willful misconduct of CITY. Should CITY in its sole discretion find CONTRACTOR’S legal counsel unacceptable, then CONTRACTOR shall reimburse CITY its costs of defense, including without limitation reasonable attorneys fees, expert fees and all other costs and fees of litigation.
CONTRACTOR shall promptly pay any final judgment rendered against CITY (and its officers, officials, employees and volunteers) covered by this indemnity obligation. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State November 7, 2023, Reg CC Mtg., Page # 249
of California and will survive termination of this Agreement.
B. The requirements as to the types and limits of insurance coverage to be maintained by CONTRACTOR as required by Section 19, and any approval of said insurance by CITY, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by CONTRACTOR pursuant to this Agreement, including, without limitation, to the provisions concerning indemnification.
16. ASSIGNABILITY. This Agreement is for CONTRACTOR’s professional services.
CONTRACTOR’s attempts to assign the benefits or burdens of this Agreement without CITY’s written approval are prohibited and will be null and void.
17. INDEPENDENT CONTRACTOR. CITY and CONTRACTOR agree that THE CONTRACTOR will act as an independent contractor and will have control of all work and the manner in which it is performed. THE CONTRACTOR will be free to contract for similar service to be performed for other employees while under contract with CITY. CONTRACTOR is not an agent or employee of CITY and is not entitled to participate in any pension plan, insurance, bonus or similar benefits CITY provides for its employees. Any provision in this Agreement that may appear to give CITY the right to direct CONTRACTOR as to the details of doing the work or to exercise a measure of control over the work means that CONTRACTOR will follow the direction of the CITY as to end results of the work only.
18. AUDIT OF RECORDS.
A. THE CONTRACTOR agrees that CITY, or designee, has the right to review, obtain, and copy all records pertaining to the performance of this Agreement.
CONTRACTOR agrees to provide CITY, or designee, with any relevant information requested and will permit CITY, or designee, access to its premises, upon reasonable notice, during normal business hours for the purpose of interviewing employees and inspecting and copying such books, records, accounts, and other material that may be relevant to a matter under investigation for the purpose of determining compliance with this Agreement.
CONTRACTOR further agrees to maintain such records for a period of three (3) years following final payment under this Agreement.
B. CONTRACTOR will keep all books, records, accounts and documents pertaining to this Agreement separate from other activities unrelated to this Agreement.
19. CORRECTIVE MEASURES. CONTRACTOR will promptly implement any corrective measures required by CITY regarding the requirements and obligations of this Agreement. CONTRACTOR will be given a reasonable amount of time as determined by CITY to implement said corrective measures. Failure of CONTRACTOR to implement required corrective measures shall result in immediate termination of this Agreement.
November 7, 2023, Reg CC Mtg., Page # 250
20. INSURANCE REQUIREMENTS.
A. CONTRACTOR, at CONTRACTOR’s own cost and expense, shall procure and maintain, for the duration of the contract, the following insurance policies:
1. Workers Compensation Insurance as required by law. CONTRACTOR shall require all subcontractors similarly to provide such compensation insurance for their respective employees. Any notice of cancellation or non-renewal of all Workers’ Compensation policies must be received by CITY at least thirty (30) days prior to such change. The insurer shall agree to waive all rights of subrogation against CITY, its officers, agents, employees, and volunteers for losses arising from work performed by CONTRACTOR for CITY.
2. General Liability Coverage. CONTRACTOR shall maintain commercial general liability insurance in an amount of not less than one million dollars ($1,000,000) per occurrence for bodily injury, personal injury, and property damage. If a commercial general liability insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit.
3. Automobile Liability Coverage. CONTRACTOR shall maintain automobile liability insurance covering bodily injury and property damage for all activities of CONTRACTOR arising out of or in connection with the work to be performed under this Agreement, including coverage for owned, hired, and non-owned vehicles, in an amount of not less than one million dollars ($1,000,000) combined single limit for each occurrence.
4. Professional Liability Coverage. CONTRACTOR shall maintain professional errors and omissions liability insurance for protection against claims alleging negligent acts, errors, or omissions which may arise from CONTRACTOR’S operations under this Agreement, whether such operations be by CONTRACTOR or by its employees, subcontractors, or subcontractors. The amount of this insurance shall not be less than one million dollars ($1,000,000) on a claims-made annual aggregate basis, or a combined single-limit-per-occurrence basis. When coverage is provided on a “claims made basis,” CONTRACTOR will continue to renew the insurance for a period of three (3) years after this Agreement expires or is terminated.
Such insurance will have the same coverage and limits as the policy that was in effect during the term of this Agreement, and will cover CONTRACTOR for all claims made by CITY arising out of any errors or omissions of CONTRACTOR, or its officers, employees or agents during the time this Agreement was in effect.
B. Endorsements. Each general liability, automobile liability and professional liability insurance policy shall be issued by a financially responsible insurance company or companies admitted and authorized to do business in the State of November 7, 2023, Reg CC Mtg., Page # 251
California, or which is approved in writing by CITY, and shall be endorsed as follows. CONTRACTOR also agrees to require all contractors, and subcontractors to do likewise.
1. “The CITY, its elected or appointed officers, officials, employees, agents, and volunteers are to be covered as additional insureds with respect to liability arising out of work performed by or on behalf of the CONTRACTOR, including materials, parts, or equipment furnished in connection with such work or operations.”
2. This policy shall be considered primary insurance as respects CITY, its elected or appointed officers, officials, employees, agents, and volunteers.
Any insurance maintained by CITY, including any self-insured retention CITY may have, shall be considered excess insurance only and shall not contribute with this policy.
3. This insurance shall act for each insured and additional insured as though a separate policy had been written for each, except with respect to the limits of liability of the insuring company.
4. The insurer waives all rights of subrogation against CITY, its elected or appointed officers, officials, employees, or agents.
5. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to CITY, its elected or appointed officers, officials, employees, agents, or volunteers.
6. The insurance provided by this policy shall not be suspended, voided, canceled, or reduced in coverage or in limits except after thirty (30) days’ written notice has been received by CITY.
C. CONTRACTOR agrees to provide immediate notice to CITY of any claim or loss against Contractor arising out of the work performed under this agreement.
CITY assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve CITY.
D. Any deductibles or self-insured retentions must be declared to and approved by CITY. At CITY’s option, CONTRACTOR shall demonstrate financial capability for payment of such deductibles or self-insured retentions.
E. CONTRACTOR shall provide certificates of insurance with original endorsements to CITY as evidence of the insurance coverage required herein.
Certificates of such insurance shall be filed with CITY on or before commencement of performance of this Agreement. Current certification of insurance shall be kept on file with CITY at all times during the term of this Agreement.
November 7, 2023, Reg CC Mtg., Page # 252
F. Failure on the part of CONTRACTOR to procure or maintain the required insurance shall constitute a material breach of contract under which CITY may terminate this Agreement pursuant to Section 13 above.
G. The commercial general and automobile liability policies required by this Agreement shall allow CITY, as additional insured, to satisfy the self-insured retention (“SIR”) and/or deductible of the policy in lieu of the CONTRACTOR (as the named insured) should CONTRACTOR fail to pay the SIR or deductible requirements. The amount of the SIR or deductible shall be subject to the approval of the City Attorney and the Finance Director. CONTRACTOR understands and agrees that satisfaction of this requirement is an express condition precedent to the effectiveness of this Agreement. Failure by CONTRACTOR as primary insured to pay its SIR or deductible constitutes a material breach of this Agreement. Should CITY pay the SIR or deductible on CONTRACTOR’S behalf upon CONTRACTOR’S failure or refusal to do so to secure defense and indemnification as an additional insured under the policy, CITY may include such amounts as damages in any action against Contractor for breach of this Agreement in addition to any other damages incurred by CITY due to the breach.
21. USE OF OTHER CONTRACTORS. THE CONTRACTOR must obtain CITY’s prior written approval to use any Contractors while performing any portion of this Agreement. Such approval must include approval of the proposed Contractor and the terms of compensation.
22. FINAL PAYMENT ACCEPTANCE CONSTITUTES RELEASE. The acceptance by the CONTRACTOR of the final payment made under this Agreement shall operate as and be a release of CITY from all claims and liabilities for compensation to the CONTRACTOR for anything done, furnished or relating to the CONTRACTOR’S work or services. Acceptance of payment shall be any negotiation of CITY’S check or the failure to make a written extra compensation claim within ten (10) calendar days of the receipt of that check. However, approval or payment by CITY shall not constitute, nor be deemed, a release of the responsibility and liability of CONTRACTOR, its employees, sub-Contractors and agents for the accuracy and competency of the information provided and/or work performed; nor shall such approval or payment be deemed to be an assumption of such responsibility or liability by CITY for any defect or error in the work prepared by CONTRACTOR, its employees, sub-Contractors and agents.
23. CORRECTIONS. In addition to the above indemnification obligations, the CONTRACTOR shall correct, at its expense, all errors in the work which may be disclosed during the CITY’S review of CONTRACTOR’S report or plans. Should the CONTRACTOR fail to make such correction in a reasonably timely manner, such correction shall be made by CITY, and the cost thereof shall be charged to CONTRACTOR. In addition to all other available remedies, CITY may deduct the cost of such correction from any retention amount held by CITY or may withhold payment otherwise owed CONTRACTOR under this Agreement up to the amount of the cost of correction.
November 7, 2023, Reg CC Mtg., Page # 253
24. NON-APPROPRIATION OF FUNDS. Payments to be made to CONTRACTOR by CITY for services preformed within the current fiscal year are within the current fiscal budget and within an available, unexhausted fund. In the event that CITY does not appropriate sufficient funds for payment of CONTRACTOR’S services beyond the current fiscal year, the Agreement shall cover payment for CONTRACTOR’S only to the conclusion of the last fiscal year in which CITY appropriates sufficient funds and shall automatically terminate at the conclusion of such fiscal year.
25. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows:
CITY CONTRACTOR
City of Lomita
24300 Narbonne Avenue
Lomita, CA 90717
ATTN: City Manager
Company
Address
ATTN: Signer
Any such written communications by mail will be conclusively deemed to have been received by the addressee upon deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. Courtesy copies of notices may be sent via electronic mail, provided that the original notice is deposited in the U.S. mail or personally delivered as specified in this Section.
26. SOLICITATION. CONTRACTOR maintains and warrants that it has not employed nor retained any company or person, other than CONTRACTOR’s bona fide employee, to solicit or secure this Agreement. Further, CONTRACTOR warrants that it has not paid, nor has it agreed to pay any company or person, other than CONTRACTOR’s bona fide employee, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. Should CONTRACTOR breach or violate this warranty, CITY may rescind this Agreement without liability.
27. THIRD PARTY BENEFICIARIES. This Agreement and every provision herein is generally for the exclusive benefit of CONTRACTOR and CITY and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the CONTRACTOR’s or CITY’s obligations under this Agreement.
28. INTERPRETATION. This Agreement was drafted in and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this agreement will be in Los Angeles County.
November 7, 2023, Reg CC Mtg., Page # 254
29. ENTIRE AGREEMENT. This Agreement, and its Attachments, sets forth the entire understanding of the parties. There are no other understandings, terms or other agreements expressed or implied, oral or written.
30. RULES OF CONSTRUCTION. Each Party had the opportunity to independently review this Agreement with legal counsel. Accordingly, this Agreement will be construed simply, as a whole, and in accordance with its fair meaning; it will not be interpreted strictly for or against either Party.
31. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Agreement and to engage in the actions described herein. This Agreement may be modified by written amendment with signatures of all parties to this Agreement. CITY’s city administrator, or designee, may execute any such amendment on behalf of CITY.
32. ACCEPTANCE OF FACSIMILE OR ELECTRONIC SIGNATURES. The Parties agree that this Agreement will be considered signed when the signature of a party is delivered by facsimile transmission, scanned and delivered via electronic mail, or delivered using digital signature technology approved by CITY. Such facsimile or electronic signatures will be treated in all respects as having the same effect as an original signature.
33. FORCE MAJEURE. Should performance of this Agreement be impossible due to fire, flood, explosion, war, embargo, government action, civil or military authority, the natural elements, or other similar causes beyond the Parties’ control, then the Agreement will immediately terminate without obligation of either party to the other.
34. TIME IS OF ESSENCE. Time is of the essence to comply with dates and schedules to be provided.
35. ATTORNEY’S FEES. The parties hereto acknowledge and agree that each will bear his or its own costs, expenses and attorneys' fees arising out of and/or connected with the negotiation, drafting and execution of the Agreement, and all matters arising out of or connected therewith except that, in the event any action is brought by any party hereto to enforce this Agreement, the prevailing party in such action shall be entitled to reasonable attorneys' fees and costs in addition to all other relief to which that party or those parties may be entitled.
36. STATEMENT OF EXPERIENCE. By executing this Agreement, CONTRACTOR represents that it has demonstrated trustworthiness and possesses the quality, fitness and capacity to perform the Agreement in a manner satisfactory to CITY.
CONTRACTOR represents that its financial resources, surety and insurance experience, service experience, completion ability, personnel, current workload, experience in dealing with private Contractors, and experience in dealing with public agencies all suggest that CONTRACTOR is capable of performing the proposed contract and has a demonstrated capacity to deal fairly and effectively with and to satisfy a public agency.
November 7, 2023, Reg CC Mtg., Page # 255
37. DISCLOSURE REQUIRED. (CITY and CONTRACTOR initials required at one of the following paragraphs)
By their respective initials next to this paragraph, CITY and CONTRACTOR hereby acknowledge that CONTRACTOR is a “contractor” for the purposes of the California Political Reform Act because CONTRACTOR’S duties would require him or her to make one or more of the governmental decisions set forth in Fair Political Practices Commission Regulation 18700.3(a)(2) or otherwise serves in a staff capacity for which disclosure would otherwise be required were CONTRACTOR employed by CITY. CONTRACTOR hereby acknowledges his or her assumingoffice, annual, and leaving-office financial reporting obligations under the California Political Reform Act and the CITY’S Conflict of Interest Code and agrees to comply with those obligations at his or her expense. Prior to the Contractor commencing services hereunder, the City’s Manager shall prepare and deliver to CONTRACTOR a memorandum detailing the extent of CONTRACTOR’S disclosure obligations in accordance with the CITY’S Conflict of Interest Code.
City Initials ______
Contractor Initials ______
OR
By their initials next to this paragraph, CITY and CONTRACTOR hereby acknowledge that CONTRACTOR is not a “contractor” for the purpose of the California Political Reform Act because CONTRACTOR’S duties and responsibilities are not within the scope of the definition of contractor in Fair Political Practice Commission Regulation 18700.3(a)(2) and is otherwise not serving in staff capacity in accordance with CITY’S Conflict of Interest Code.
City Initials ______
Contractor Initials ______
[signatures on following page]
November 7, 2023, Reg CC Mtg., Page # 256
IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written.
CITY OF LOMITA CONTRACTOR
Ryan Smoot, City Manager By: Signatory, Title
ATTEST:
xx-xxxxxx
Kathleen Horn Gregory, City Clerk Taxpayer ID No.
APPROVED AS TO FORM:
Trevor Rusin, City Attorney
November 7, 2023, Reg CC Mtg., Page # 257
CITY COUNCIL ADMINISTRATION
BARRY WAITE RYAN SMOOT
BILL UPHOFF CITY MANAGER
JAMES GAZELEY
CINDY SEGAWA
MARK WARONEK
CITY OF LOMITA
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomitacity.com
DEPARTMENT OF PUBLIC WORKS
2024-29 Pavement Management System Update
ADDENDUM No. 1
DATE: October 24, 2023
TO: ALL PROSPECTIVE PARTICIPANTS
SUBJECT: CLARIFICATIONS TO THE REQUEST FOR PROPOSAL
Please note the following changes and/or additions to the Request for Proposal (RFP) for the project indicated above. The bidder shall execute the certification at the end of this addendum and shall attach the executed addendum to the documents submitted with the bid.
QUESTION
The following is the response to the question received from prospective bidders:
Question 1: The RFP states two (2) hard copies of the proposal and fee proposal shall be mailed to the listed address on or before 1:00PM Tuesday, October 31, 2023. Is the City allowing hand-delivered proposals to be accepted?
Response: Yes, hand-delivered proposals will be accepted if delivered to the City of Lomita City Clerk’s Office by 1:00 PM on Tuesday, October 31, 2023. The City Clerk’s Office is located at 24300 Narbonne Avenue, Lomita, CA, 90717.
Please note that, in addition to the hard copies and regardless of whether the hard copies are mailed or hand delivered, one (1) electronic PDF copy of the proposal shall be emailed to the Public Works Department, at: [email protected] with “Proposal for 2024-2029 Pavement Management System Update” in the email title. In addition, the Fee Proposals shall be emailed separately to the Public Works Department, at:
[email protected] with “Fee Proposal for 2024-2029 Pavement Management System” in the email title. These emails must be sent on or before 1:00 PM on Tuesday, October 31, 2023.
November 7, 2023, Reg CC Mtg., Page # 258
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall Please sign the attached acknowledgement of receipt of addendum form. The signed form MUST be included in your proposal.
Sincerely,
Jenn Howell, P.E.
Associate Engineer
November 7, 2023, Reg CC Mtg., Page # 259
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall
ACKNOWLEDGEMENT OF ADDENDUM
2024-29 Pavement Management System Update
Complete and sign this acknowledgement form. Enclose the original copy of the acknowledgement in your proposal. Failure to do so may result in disqualification of your firm’s proposal.
The undersigned acknowledges receipt of Addendum No. 1 dated October 24, 2023.
ATTEST: _____________________________________
Principal: _____________________________________
Address: _____________________________________
By: _____________________________________
Title: _____________________________________
November 7, 2023, Reg CC Mtg., Page # 260
PROPOSAL FOR 2024-29 PAVEMENT
MANAGEMENT SYSTEM UPDATE
City of Lomita, CA
October 31, 2023
Submitted by:
Bucknam Infrastructure Group, Inc.
November 7, 2023, Reg CC Mtg., Page # 261
Table of Contents
City of Lomita TOC
2024 Pavement Management System Update
Section Page
Table of Contents, Cover Letter TOC
Project Team .................................................. 1-1 Key Project Team Members............................................................ 1-1 Organization Chart.......................................................................... 1-3 Resumes.......................................................................................... 1-4 Approach / Scope of Work .............................. 2-1 Project Understanding/Approach................................................... 2-1 Scope of Work................................................................................. 2-4 Statement of Qualifications ............................ 3-1 Bucknam PMP Qualifications.......................................................... 3-1 Experience / References .................................. 4-1 Relevant Project Experience ........................................................... 4-1 Project Schedule ............................................. 5-1 Critical Path Method Schedule ....................................................... 5-1 Fee Proposal (separate envelope) ........................... 6-1 Fee Proposal Matrix........................................................................ 6-1 Hourly Rate Schedule...................................................................... 6-2 1 4
2 3
5 6
November 7, 2023, Reg CC Mtg., Page # 262
October 31, 2023
Public Works Department
City of Lomita
24300 Narbonne Avenue
Lomita, CA 90717
Subject: Proposal for 2024-29 Pavement Management System Update To Whom It May Concern,
It is our pleasure to submit our proposal to assist the City of Lomita in the continued, proactive management of your Pavement Management Program (PMP). With the City seeking to move toward stronger infrastructure management methodologies through comprehensive pavement inspections, neighborhood maintenance scheduling, Capital Improvement reporting (CIP), and GIS implementation, Bucknam Infrastructure Group, Inc. has identified a proactive and cost efficient method to assist the City in updating your PMP. Our team will focus our long-term PMP knowledge, extensive Lomita-Los Angeles County experience and GIS/GPS technologies to optimize the City’s maintenance dollars by implementing a manageable and reliable PMP methodology.
Bucknam has continuously supported the Lomita PMP since 2011; our project staff can be relied upon to provide outstanding service to the City. This will be accomplished by assisting the City in updating a common-sense neighborhood M&R schedule, formulating a proactive Arterial CIP budget and providing realistic maintenance recommendations. Our firm is unique in that we provide:
Relevant and accurate PMP services based on our ongoing work with numerous Los Angeles, Orange County and San Diego local agencies such as:
o 31 Los Angeles County local agencies; 35% of LA County cities (e.g., Lomita, Signal Hill, Gardena, Lawndale, RPV, Alhambra, Monterey Park, South Pasadena, Sierra Madre, Monrovia, Lynwood, South Gate, Long Beach, etc.) o 21 Orange County Local agencies;
o 17 San Diego/Inland Empire local agencies; and
o Army Corps of Engineers ASTM D6433-20 compliant surveying, reporting and pavement analysis on an annual basis;
Our project manager has worked within the SoCal Pavement Management industry for over twenty-five (25) years and has worked extensively with StreetSaver and MicroPAVER PMP software’s through turn-key data conversion projects to long-term, proactive pavement CIP scheduling that relies on accurate and cost-efficient bid documentation;
November 7, 2023, Reg CC Mtg., Page # 263
Project/engineering experience that brings the understanding that PMP software results are not set in stone; we proactively use the available data to enhance budget forecasting and CIP/O&M project planning;
Use of Bucknam cloud-based learning Artificial Intelligence (AI) to calculate, compare and qualify all AC/PCC pavement segment true areas within the City of Lomita; Cost effective management methodologies, from the project kickoff through final reporting, gained through our Project Manager’s experience and use of Bucknam’s MyRoads® dynamic PMP-GIS link;
As Project Manager, my goal is not just to meet the requirements of this project but establish a living document (Arterial & Local pavement CIP submittal) that will be used throughout the term of the CIP as well as implement achievable long-term infrastructure management goals in coordination with City schedules.
Offeror: Bucknam Infrastructure Group, 3548 Seagate Way, Suite 230, Oceanside, CA 92056; Company FID # 45-2723662
Mr. Peter Bucknam (Project Manager) will be providing day-to-day operational and management services; he is authorized to sign the agreement for this contract. He can be contacted at 760-216-6529 (work) 714-501-1024 (cell) or email at peter@bucknaminc.com. Mr. Steve Bucknam, P.E. (Principal) will be responsible for project oversight ([email protected]).
Through Bucknam’s 2017 and 2020 PMP efforts, the City utilized the StreetSaver software to perform those projects; this recent RFP states MicroPAVER was used. We have included within our scope of work / proposed fee the option of converting to MicroPAVER, if necessary.
By selecting Bucknam Infrastructure Group, Inc., the City of Lomita will continue to receive a strong, knowledgeable, innovative, and communicative team with the experience to implement a cost-effective pavement management program. Our handpicked pavement management professionals are committed to delivering quality services to the City. We have already scheduled time for your project and eagerly await our kick-off meeting with City staff and you.
Our proposal shall remain valid for at least 90 days from the due date. Addendum No. 1 has been acknowledged.
Respectfully submitted,
Bucknam Infrastructure Group, Inc.
Peter J. Bucknam
President/Project Manager
November 7, 2023, Reg CC Mtg., Page # 264
Project Team
City of Lomita 1-1
2024 Pavement Management System Update
Project Team – Key Staff
The Bucknam pavement management team’s local agency expertise is demonstrated through:
Our experience of managing pavement projects over the past twenty-five (25) years; Assisting cities comply with METRO PMP Proposition C - Measures; Implementing / updating StreetSaver throughout Southern California; Extensive Los Angeles, Riverside, Orange, San Diego and Inland Empire PMP project management experience;
Our understanding of public works projects from the “city/agency” side through City Engineer and Public Works Director experience;
Implementing a realistic, proactive and sustainable PMP methodology that matches your agencies needs and goals.
Bucknam will bring our extensive experience to the City of Lomita by building upon our knowledge and understanding of your PMP goals. Mr. Bucknam’s pavement team includes
eleven (11) dedicated, qualified managers and field technicians that have served under his management for over twenty-five years on PMP projects. His team of inspectors will update your PMP through sound Army Corps of Engineers – StreetSaver inspection methodologies. Mr.
Bucknam’s experience covers the management and implementation of infrastructure management programs that exceeds 63,850 miles of pavement for more than 75 cities and 750+ PMP projects.
Bucknam – Key Project Team / Experience
PETER BUCKNAM, Project Manager, will be responsible for the day-to-day management, daily performance of the project, conditional review and provide budgetary modeling / analysis. He has managed 750+ pavement management projects over the past 25 years in the Southern California region and will be the Project Manager for Lomita’s PMP project. Within this time he has served as project manager for seventy-five agencies in Southern California.
Peter is committed to the project from the receipt of the notice-to-proceed through completion and furthermore he is a PMP software trainer on StreetSaver/MicroPAVER and performed numerous training sessions for local agencies. He has performed over 50 training workshops covering software’s such as MicroPAVER, StreetSaver and CarteGraph. Our niche team of PMP experts allows our Project Manager and staff to survey the network in two (2) weeks and deliver the Final PMP Report prior to the City’s deadline. He brings his expertise to cities through converting, implementing, updating, and enhancing pavement management programs; this covers 25+ years (15 with Bucknam Infrastructure Group, 5 with Bucknam & Associates and 5 with Berryman and Henigar). For example,
No key person designated to
this project will be removed
or replaced w/o prior
written consent from the
City Engineer
November 7, 2023, Reg CC Mtg., Page # 265
Project Team
City of Lomita 1-2
2024 Pavement Management System Update
Mr. Bucknam is currently assessing and providing a 10-yr Pavement Management Plan for the OCTA which covers all 35 local agencies datasets, PCI evaluations, unit cost/annual revenue allocations and GIS; a Countywide evaluation that will project PMP needs for each agency and the County itself through 2032!
Mr. Bucknam will bring new, fresh and proactive recommendations to this project and will identify realistic program management and fiscal goals to assist the City in its upcoming CIP.
Lomita will receive recommendations that are sound and achievable, rather than timid or unrealistic.
STEVE BUCKNAM, P.E., Principal-in-Charge, will be responsible for the overall performance of the project and will provide quality assurance review. Mr. Steve Bucknam is a licensed Civil Engineer (LIC #20903) and will oversee all tasks for this project. Mr. Bucknam is a former Deputy City Manager for Public Works and City Engineer of Norwalk, and City Engineer in Arcadia and Pacifica, California. He has over 45 years of professional experience and has managed street maintenance, reconstruction and improvement programs.
He has developed and administered Street maintenance and improvement programs in those cities as well as the City of Newport Beach where he served as Design Division head. He has extensive experience in capital program planning, pavement construction and budgeting for street improvement programs.
AARON SUTTON, GIS Manager, will oversee all GIS and PMP data migration prior and during the project. He drives all GIS creation, PMS mapping, editing and deliverables for the project and is our key staffer for the ArcGIS Online web-hosting services that we provide. Mr. Sutton has been involved with over 70 pavement management projects within San Bernardino, Riverside, LA, San Diego and Orange counties.
AARON COHODAS, Field Technician, will be a supportive field surveyor for this project. His responsibilities will include surveying, quality control, and working with our management staff ensuring the updated PMP database is complete. Mr. Cohodas has been involved with over 75 pavement management projects and brings his wealth of PMP software, GIS and inspection experience to this project. Aaron is a certified ASTM D6433-20 inspector.
NIKO BUSTAMANTE, Field Technician, will be a supportive field surveyor for this project.
His responsibilities will include surveying, quality control, and working with our management staff ensuring the updated PMP database is complete. Mr. Bustamante has been involved with over 40 pavement management projects and brings his wealth of PMP software, GIS and inspection experience to this project. Niko is a certified OCTA/ASTM D6433 inspector.
TIM FENNESSY, Field Technician, will be a supportive field surveyor for this project. His responsibilities will include surveying, quality control, and working with our management staff ensuring the updated PMP database is complete. He has been involved with over 65 pavement management projects and brings his wealth of PMP software, GIS and inspection experience to this project. Tim is a certified OCTA/ASTM D6433 inspector.
November 7, 2023, Reg CC Mtg., Page # 266
Project Team
City of Lomita 1-3
2024 Pavement Management System Update
With three technicians on this project, that are trained in the Army Corps of Engineers survey methodology and available to begin work immediately, our survey schedule will be expedited.
Our team will be able to survey the entire 33.2 miles of pavement within two (2) weeks’ time due to our familiarity with the Lomita PMP network, experience, availability and man-power.
In case of heavy rain that can potentially delay scheduled street inspections, our team includes two (2) additional certified PMP inspectors that can be added to our Field Technician team above, if necessary.
Team Organization Chart
Team Resumes on the following pages
November 7, 2023, Reg CC Mtg., Page # 267
Peter J. Bucknam / Project Manager
Director of Infrastructure Management – GIS
EDUCATION
B.A., Geography – Urban Planning, San Diego State University, 1997
PROFESSIONAL DATA
Member, American Public Works Association
Member, Maintenance Superintendents Association
Chair, Transportation Committee, Inland Empire Report Card (ASCE) – 2005/06 & 2008/09 Co-Chair, Member APWA Committee for Street and Technology 2003-2015 Certificate of Professional Development – ASTM D6433-18; MicroPAVER Certificate of Completion – OCTA MicroPAVER / StreetSaver Distress Training (2011 thru 2023) NASSCO – Certificate, National Pipeline Assessment Certification Program (PACP)
QUALIFICATIONS / EXPERIENCE OVERVIEW
Peter Bucknam is an expert in infrastructure project management, pavement management-training, planning, resource management, implementation and program management. He has over twenty years’ experience in the area of infrastructure asset management and Geographic Information Systems. Mr. Bucknam has managed a wide range of Pavement Management infrastructure project tasks including the collection and input of PMP - ROW conditional survey data, preparation of Public Works capital improvement program projections and reports, infrastructure/software needs assessments, GIS/GPS data collection, data conversion and quality control.
Mr. Bucknam has performed infrastructure management services to over 70+ local agencies and is currently serving as project manager for numerous pavement management programs throughout Southern California.
He has personally served as project manager for 750+ PMP projects throughout San Diego, Riverside, San Bernardino, Orange and Los Angeles counties. He has worked with over 15 San Diego/Inland Empire County cities, 34 Los Angeles cities and he is currently working with 21 of the 35 Orange County agencies regarding Measure M2 StreetSaver/MicroPAVER compliance.
His project level and management experience covers: pavement/sidewalk management, Traffic Control Device Inventories (TCDI), GIS implementation, Traffic Signal surveys, Right-of-Way (ROW) surveys, and ADA survey/compliance. In managing over 700+ infrastructure projects in the past twenty-five years, Mr. Bucknam has used a diverse amount of software to assist local agencies implement infrastructure management programs and GIS Enterprises. These programs include MicroPAVER, MTC StreetSaver, LambdaTech’s GPSVision, CartéGraph, ESRI products, Crossroads, Lucity, Energov, Spillman, GBA Master Series, and MapInfo.
Prior to joining Bucknam Infrastructure Group, Inc., Mr. Bucknam served as Director of Infrastructure Management-GIS with an Engineering consulting firm where he managed numerous public works infrastructure/ROW projects ranging from surveying, maintenance life-cycles, cost & benefit analysis, financing and construction cost estimating. This included researching, surveying, converting and implementing multiple phase pavement management projects which provided better management practices, data efficiencies and GIS functionality within local governments and maintenance facilities. In addition, he provided technical (software) support for the on-going citywide PMP projects as well as developing capital improvement plans/budgets for integrating Tablet-GIS data management functionality into future maintenance efforts.
November 7, 2023, Reg CC Mtg., Page # 268
SAMPLE OF PETER BUCKNAM’S PROJECT MANAGEMENT EXPERIENCE (1997-2023) • 2023 Pavement Management Program, City of Vista
• 2023 Sidewalk Management Program, City of Fullerton
• 2023 Sign Inventory Program, City of Big Bear Lake
• 2023 GIS Enterprise Support Services, City of South Pasadena • 2023 Pavement Management Program, City of South Pasadena • 2023 GIS Support Services – Storm Drain Pilot, City of Fullerton • 2022-27 Pavement Management Program, City of Fullerton • 2023 Pavement management Program, City of Fountain Valley • 2023-24 GIS Enterprise Support Services, City of Alhambra • 2022-23 GIS Enterprise Support Services, City of Big Bear Lake • 2022-23 GIS Enterprise Support Services, City of Duarte • 2021-22 GIS Enterprise Support Services, City of Lawndale • 2023 Infrastructure Management Program, City of Vista • 2023 Pavement Management Program, City of Alhambra
• 2023 Pavement Management Program, City of Santa Ana
• 2023 Pavement Management Program, City of Fountain Valley • 2023 Pavement Management Program, City of South El Monte • 2023 Pavement Management Program, City of Rosemead
• 2023 Sidewalk Management Program, City of Rosemead
• 2023 Pavement Management Program, City of West Covina • 2023 Pavement Management Program, City of San Juan Capo • 2023 Sidewalk-ROW Management Program, City of Lakewood • 2023 Pavement Management Program, City of Sierra Madre • 2023 Alley Pavement Management Program, City of Monterey Park • 2023 Sidewalk Management Program Pilot, City of Ontario • 2023 Pavement Management Program, City of La Verne
• 2023 Pavement Management Program, City of Tustin
• 2023 Sidewalk Management Program, City of Tustin
• 2023 Pavement Management Program, City of Cypress
• 2023 Pavement Management Program, City of Stanton
• 2023 Pavement Management Program, City of Brea
• 2023 Pavement Management Program, City of La Habra
• 2023 Pavement Management Program, City of Ontario
• 2023 Pavement Management Program, City of Commerce
• 2023 Pavement Management Program, City of Lynwood
• 2022 Pavement Management Program, City of National City • 2022 Pavement Management Program, City of Covina
• 2022 Pavement Management Program, City of La Habra Heights • 2022 Pavement Management Program, City of Monrovia
• 2022 Pavement Management Program, City of Laguna Hills • 2022 Pavement Management Program, City of Big Bear Lake • 2022 Pavement Management Program, City of Rialto
• 2022 Pavement Management Program, City of Vista
• 2022 Pavement Management Program, City of Rancho Santa Margarita • 2022 Pavement Management Program, City of El Segundo
November 7, 2023, Reg CC Mtg., Page # 269
1 C. Stephen Bucknam, Jr., P.E., Principal-in-Charge
EDUCATION
B.S., Civil Engineering, Loyola University of Los Angeles, 1967 M.S., Environmental Engineering, Loyola University of Los Angeles, 1972
PROFESSIONAL DATA
Registered Professional Engineer, States of California (No.20903) and Washington (No.17310) California State Community College Teaching Credential
Fellow, American Society of Civil Engineers
Former, City Engineer, Deputy City Manager, City of Norwalk Member, Board of Directors – Urban Water Institute
Life Member, American Public Works Association
Member, Water Environment Foundation
Member, University of California Irvine, Civil & Environmental Engineering Affiliates Honorary Member, Chi Epsilon
EXPERIENCE OVERVIEW
Over forty years’ experience in the administration, management, planning, design and construction management of public works and development programs and projects including: water and wastewater projects, pavement management programs, transportation, drainage, including: program management, master planning, infrastructure planning and maintenance programming, environmental studies, street, highway, alley, storm drain, water and sewer system design, rate studies, emergency planning, facilities design, groundwater studies, wells, reservoirs, site studies, pump stations, lift stations, intergovernmental negotiations and agreements, hydrology, treatment facilities, building design, grants, regulatory permitting, system appraisals, R/W negotiations, acquisitions and documentation, project management, production control, operations studies, capital improvement programming and budgeting, hydroelectric projects, underground utilities, assessment districts, surveying, mapping, legal testimony to public boards, commissions and councils, and direction of technical advisory committees to joint powers agencies and water districts.
Transportation / Streets – Highways - Traffic
Served as Contract City Engineer for the City of Arcadia responsible for long range advanced planning of the City’s transportation engineering program. Directed the preparation of the City’s Transportation Master Plan which identified, consistent with the City’s General Plan the transportation related needs under these requirements so of AB 1600 nexus constraints.
Acted as Principal in charge over a Pacific Coast Highway (SR-1)/Newport Boulevard (SR-55) interchange, City of Newport Beach. Project involves a study of various alternatives, conventional and unconventional, for improvements to the existing interchange.
Restraints include limited right-of-way, environmental challenges (e.g., Newport channel bridge widening, "Arches" liquor store and restaurant property acquisition, and existing bridge aesthetics), and potential hazardous waste issues. Alternatives were evaluated and selected to include in the PSR. Included project coordination with various agencies and sub consultants, and oversight of concept geometries, cost estimating, and report preparation.
November 7, 2023, Reg CC Mtg., Page # 270
2 Conceptual study, Project Study Report, and Project Report for I-710/Firestone Boulevard interchange modification and Firestone Boulevard improvements for City of South Gate. Also involved a feasibility study which included preparation of a traffic study, conceptual plans for several types of interchanges, construction cost estimates, and preliminary Caltrans Project Study Report. Prepared ISTEA National Highway System funding application for authorization and appropriation. Coordination with Caltrans District 7.
Mr. Bucknam has served as the working Principal/ Civil Engineer for all pavement management related projects that Bucknam has performed. This includes projects listed below:
• 2022 Pavement Management Program, City of Monrovia
• 2022 Pavement Management Program, City of Covina
• 2022 Pavement Management Program, City of La Habra Heights • 2022 Pavement Management Program, City of Laguna Hills • 2022 GIS Enterprise Support Services, City of Alhambra • 2022 GIS Enterprise Support Services, City of Big Bear Lake • 2022 Pavement Management Program, City of Big Bear Lake • 2022 Pavement Management Program, City of Rialto
• 2022 Pavement Management Program, City of Vista
• 2022 GIS Enterprise Support Services, City of Fountain Valley • 2022 Pavement Management Program, City of Rancho Santa Margarita • 2022 Pavement Management Program, City of El Segundo
• 2022 Sign Inventory Program, City of Norwalk
• 2022 Pavement Management Program, City of La Palma
• 2022 Pavement Management Program, City of Laguna Woods • 2022 GIS Enterprise Support Services, City of Duarte
• 2022 Pavement Management Program, City of Culver City • 2022 Pavement Management Program, City of Pomona
• 2022 Pavement Management Program, City of Westminster • 2022 Sign Inventory Program, City of Tustin
• 2022 Pavement Management Program, City of Placentia
• 2022 Pavement Management Program, City of Buena Park
• 2022 Pavement Management Program, City of Huntington Beach • 2022 Pavement Management Program, City of Rancho Palos Verdes • 2022 Pavement Management Program, City of Laguna Beach • 2022 Pavement Management Program, City of Signal Hill • 2022 Pavement Management Program, City of Seal Beach
• 2022 Pavement Management Program, Inland Empire Utilities Agency • 2022 Pavement Management Program, City of Costa Mesa
• 2021 Pavement Management Program, City of Lawndale
• 2021 Pavement Management Program, City of Monterey Park • 2021 Pavement Management Program, City of Santa Ana
• 2021 Pavement Management Program, City of Lake Elsinore • 2021 Pavement Management Program, City of Bellflower
• 2021 Pavement Management Program, City of Indian Wells • 2021 Pavement Management Program, City of Solana Beach • 2021 Pavement Management Program, City of Barstow
• 2021 Sign Inventory Program, City of Norwalk
November 7, 2023, Reg CC Mtg., Page # 271
MIKE IJAMS
TITLE Geospatial Technology Manager | OFFICE Envision Geospatial Mike brings a unique cross section of skills, expertise and innovation as the leader of Envision’s GIS & Technology team, which provides specialized services that enhance and complement local civil engineering work. An avid aviator, Mike spearheaded Envisions’s UAV drone program which captures aerial imagery and processes it into 3D point clouds and topographic surveys. In addition to drone services, Mike’s main specialties are Geographic Information Systems and 3D visualization. He uses both to facilitate communication between .lavorppa tcejorp denilmaerts ni gnitluser ,tnetni ngised yfiralc ot dna ,cilbup eht dna stneilc ,srengised Mike’s relevant project work includes:
• Rancho Guejito Aerial Tree Survey - UAV aerial tree survey of 23,000 acres in San Diego County.
Artificial Intelligence was used to assess, count and sort trees and classify special vegetation. • City of Lake Forest Street Pavement Assessment - Aerial image capture and processing of arterial streets in Lake Forest. Artificial intelligence was used to analyze and identify street pavement conditions. This technology helped the City to prioritize and plan annual street maintenance. • Fairmont Miramar Hotel Revitalization, Engineering & Tree Survey - Provided LiDAR scanning, UAV tree/inventory survey, topographic and site surveys, GIS documentation and EIR support. Also provided UAV 3D Point Cloud imagery of trees, gardens, pools, buildings and surrounding neighborhood.
• Rancho Mission Viejo PA3 Cow Camp Road Aerial Survey - Provided UAV aerial surveys to help visualize Planning Area 3, the newest ranch-oriented community. • Newland Sierra 3D Model & View Simulation - Provided a 3D model and view simulation video of the proposed residential master planned community to help build community consensus.
Additionally, Mike has applied our technology services to numerous projects including: Villas at Fashion Island (monitor and document monthly progress of apartment construction in Newport Center in ultra-high definition 4K video); ARDA Veteran’s Cemetery Site Feasibility (video simulation); St. Mary’s College Campus Master Plan (topographic survey and aerial imagery), among others. He also established a web-based GIS and file system for the City of Yorba Linda following the Freeway Fire and mudslides.
Mike was instrumental in obtaining a 2019 technology patent. He patented the exclusive ThreeDimensional Modeling from Optical Capture. He also served as a Santiago Canyon College instructor, where he taught an Introduction to GIS as part of the College’s Survey and Mapping Sciences curriculum.
EDUCATION
BA, Geography
California State University Fullerton
REGISTRATIONS/CERTIFICATIONS
GIS Instructor, Santiago Canyon College
GIS Advisor, USGBC LEED Regionalization, Pacific Chapter FAA Remote Pilot - sUAS
FAA Section 333 UAV Exemption
FAA Sport Pilot License (pending)
AFFILIATIONS
Association for Unmanned Vehicle Systems International (AUVSI)
PATENTS
US Patent No. US 10,297,074 B2
Three-Dimensional Modeling from Optical Capture
November 7, 2023, Reg CC Mtg., Page # 272
Approach / Scope of Work
City of Lomita 2-1
2024 Pavement Management System Update
Project Understanding / Approach
As the City of Lomita infrastructure matures, the City’s staff is striving to update the City’s Pavement Management Program (PMP) through cost effective condition surveys, engineering cost evaluation, Arterial CIP and “neighborhood” budgetary reporting and work history updates within the PMP database. Bucknam’s experience through adherence to scope, schedule and cost have proven itself over the past twelve (12) years of PMP service to Lomita Public Works.
The City requires a team that will continue to not only survey the defined sections using costconscious methodologies but will create a comprehensive program that includes the enhancement of your multi-year PMP CIP, neighborhood maintenance, essential data for PS&E bid document preparation, MyRoads® and the knowledge of the StreetSaver PMP software.
Through Bucknam’s 2017 and 2020 PMP efforts, the City utilized the StreetSaver software to perform those projects; this recent RFP states MicroPAVER was used. We have included within our scope of work / proposed fee the option of converting to MicroPAVER, if necessary.
Bucknam will provide these services through our proactive and accurate update of your PMP; we will address the City’s primary goals of:
• Establishing project kickoff meeting to finalize scope of work, all team members, project schedule and deliverables
• Assessing 2021 StreetSaver database to validate all street classifications, segmentation and segment metrics
• Enhancing the Lomita PMP database with 2022 to 2024 work history data entries; • Surveying 35 miles during FY 2023/24
o Verifying / Updating pavement centerline and metric data (PMP vs. GIS); o Generating 2024 Pavement Condition Index (PCI) ratings for each segment; • Developing a proactive preventative slurry seal / overlay rehabilitation schedules based on existing CIP funding;
• Establishing solid recommendations for current / future maintenance needs; • Utilizing the City’s existing/current funding to generate a baseline METRO compliant five (5) year Capital Improvement Program (CIP);
• Recommending alternative maintenance budgets that demonstrate realistic return-oninvestments (ROI), i.e., increase PCI and maintain PCI models, etc. • Publishing PMP-GIS layer within the City’s GIS Enterprise and implementing the Lomita MyRoads® PMP-GIS web-portal
November 7, 2023, Reg CC Mtg., Page # 273
Approach / Scope of Work
City of Lomita 2-2
2024 Pavement Management System Update
1) Project Implementation
TASK 1.1: Project Kickoff
The first step in updating a successful pavement management program truly resides in frequent communication and timely scheduled data updates. For the City of Lomita it will be essential to establish, up front, the Public Works/Engineering department pavement management priorities.
Our team will set a Project Kickoff meeting with the Public Works staff to further discuss and review in detail the expectations of the project, technical approach, section ID / GIS management & surveys, district/zone maintenance, software upgrades & use, deliverables within the scope of work and the review of schedule.
This effort will build consensus between the Engineering and Maintenance staff as well as build stronger Arterial CIP and Local neighborhood maintenance programs that complement large Public Works CIP projects and annual maintenance projects.
Additional key topics to be discussed will include the review and assessment of the existing StreetSaver pavement plan/data; its current and future use, MyRoads®, survey areas based on recent maintenance work and schedules, new construction, data quality and condition, current pavement procedures, historical expenditure levels, software updates and desired service levels.
Deliverable: Meeting minutes, revised project schedule (if necessary) TASK 1.2: Project Status Meetings - Quality Control Program Status Meetings and Progress Reports
• Minimum of three meetings during the project (kickoff, field, and status meetings) – minimum of eight (8) hours; Field review meetings; Monthly progress status reports will be delivered to City project manager with supplemental project data.
Quality Control (QC)
We will use a statistical sampling approach for measuring the quality of our field technician’s work. In this manner, 10 percent of the original annual surveys will be re-surveyed by an independent survey crew, supervised by a field supervisor, and the results will be compared to the original surveys (this will include 3.3 miles QC). Our QC process involves checking the field crews’ work in a “blind study” fashion. This will ensure that all field personnel are properly collecting distresses and pavement quantities for all street segments.
PCI variance reporting will be performed where previous PCI data will be compared to newly inspected 2024 PCI data; if PCI’s vary more than ten (10) points per year Bucknam staff will assess the potential cause through unrecorded work history, accelerated pavement deterioration, etc. Bucknam will record/log any discrepancies between the previous and current PMP databases.
Since we are collecting distress information on our field Tablets with the Lomita StreetSaver MobileRater database live, our staff will perform several quality control tests within the pavement management software using a sample set of the City of Lomita’s street distress data.
November 7, 2023, Reg CC Mtg., Page # 274
Approach / Scope of Work
City of Lomita 2-3
2024 Pavement Management System Update
This will ensure that all system and analysis settings as well as City recommendations and standards are being followed. Over the past two years, Bucknam has submitted fifty (50) METRO/OCTA compliant reports for LA and Orange County municipalities, they include:
Our surveys follow the accepted ASTM D6433 procedure requirements. A copy of the QA/QC plan utilized by our staff during the project will be submitted along with the PMP certification documents. Our staff attends the OCTA PMP Distress Training Classes held each year, 2011 thru 2023.
In February 2023 our staff was acknowledged as “qualified inspectors and firm” to prepare PMP’s compliant with the OCTA Countywide Pavement Management Guidelines (this certification/compliance runs through June 2025).
Additionally, Bucknam was selected by the Orange County Transportation Authority (OCTA) in July, 2021 to perform a 10-year Pavement Management Plan analysis on ALL 35 Orange County local agencies PMP’s.
2) Client Satisfaction
TASK 2.1: Project Deliverables
Shown throughout our Scope of Work, each Task is summarized with project deliverables. Client satisfaction will derive from frequent communication with the Project Manager and key staff members from the Public Works department. Project success is created by delivering on three main factors;
1) Adherence to scope tasks and deliverables
2) Performing to the standard set by the Project Schedule; and 3) Controlling costs.
November 7, 2023, Reg CC Mtg., Page # 275
Approach / Scope of Work
City of Lomita 2-4
2024 Pavement Management System Update
Our Project Manager will follow each of these factors throughout the duration of the project Deliverable: Project Status Updates, as stated in Task 1.2 3) Scope of Work (Major Tasks)
TASK 3.1: Update Maintenance and Rehabilitation Activities The City’s Public Works staff has provided relevant work history data in the form of completed slurry seal, overlay and reconstruction plan sets (Appendix C document within RFP - site location maps). The Lomita StreetSaver subscription service will be updated this fiscal year.
Based on the pavement maintenance/rehabilitation that has been performed by in-house staff as well as contractual maintenance, our staff will review street and alley activities that have been performed since the last update (2021 thru Sept. 2023). This data will be entered into StreetSaver to enhance the recommendations for the upcoming budgetary analysis and CIP reporting.
Deliverable: Activate and Ensure active StreetSaver license, Citywide Work History Report TASK 3.2: Pavement Condition Surveys
Once the pavement segmentation has been assessed and verified, the necessary inspections will be performed. Our survey methodology will include the following approach based on ASTM D6433 PCI inspection guidelines:
1. Walking - All sections are surveyed through “two-pass test” walking methodologies.
AC/PCC distress types will be collected based upon actual surface conditions and physical characteristics of the segment. Surveying methods will be conducted by remaining consistent with ASTM D6433 & the Army Corp of Engineers AC/PCC sampling guidelines.
All sample locations are observed through walking surveys; samples areas will cover a minimum of 20% of the total section area and will be 2,500 SF +/- 1,000 SF in size.
All sample locations are observed through walking surveys; samples areas will cover a minimum of 20% of the total section area and will be 2,500 SF +/- 1,000 SF in size. According to the City’s RFP the following pavement sections are to be surveyed for the upcoming 2024 PMP update:
• The inspection of approximately 35 centerline miles of Arterial / Collector (MPAH) and Local and Alley segments will be performed;
• Recent overlay rehabilitation will reduce total mileage of survey – TBD; Our use of MobileRater Tablet-based units allows our staff to collect pavement data with the City of Lomita’s PMP database live in the field. At the end of the day all electronic data is transferred to our office for quality control and management.
November 7, 2023, Reg CC Mtg., Page # 276
Approach / Scope of Work
City of Lomita 2-5
2024 Pavement Management System Update
Roadway Verification Survey - A listing of the field attribute data that is updated/verified during the survey for the pavement management database is listed below (OCTA survey guidelines will be followed):
2. Field Attribute Data (updated and/or verified)
• Street Name, from/to, indicating the assigned limits of the section, street codification
• Street ranking indicating arterial, collector, local, surface type • # of lanes lane width, turn pockets (already collected during the 2021 PMP update by Bucknam)
• Historical PCI tracking from previous inspections and 2024 PCI inspections • Segment quantities, indicating the length, width, and total area of the section
3. Conditional data will be evaluated for all street segments and will include:
• ASTM D6433 20 AC & 19 PCC distresses by type, severity and sample area • Sampling/conditional data typically pulled from within edge-of-pavement to edge-of pavement
• PCI ratings (0-100), taking into account the surface condition, level of distress • Traffic Index (TI); if available from City
We welcome staff members from the City of Lomita to join our surveys. All pavement data will be entered into the City’s StreetSaver software. All items listed above will be maintained by our staff for the duration of this project. Data management will be performed in-house at our Oceanside office.
4. Section Distress and PCI Reporting
Upon 50% and 100% completion of the required condition surveys, we will prepare draft PCI Reports and PCI GIS maps that document the conditions of all pavement segments. This report will provide the necessary information within StreetSaver for the City to use and manage projected street rehabilitation and maintenance projects.
Our PCI Reporting will include:
• PCI Report – Sorted by Name (A to Z), PCI Order (0-100), Zone (1, 2, 3, etc.); • Work history report; and
• GIS Maps presenting PCI presenting PCI findings by section.
Once the City has reviewed, assessed and commented on the draft report, we will address all comments made and deliver the final reports.
Deliverable: Citywide PCI reports, compliant METRO PCI reports, PCI Variance report November 7, 2023, Reg CC Mtg., Page # 277
Approach / Scope of Work
City of Lomita 2-6
2024 Pavement Management System Update
DEVELOP RECOMMENDED IMPROVEMENT PROGRAM
TASK 3.3: Maintenance and Rehabilitation Assessment / Priorities We will assist the City in developing the most cost-effective preventative maintenance and rehabilitation strategies necessary to achieve the desired level of serviceability. This will be accomplished by meeting with the City to discuss and strategize maintenance activities that are currently being used by the City. Based on the City’s current AC & PCC applications and other maintenance practices used we will conduct an historical and prospective analysis on the conditional and financial impact these practices have on the pavement network.
We will update the Lomita StreetSaver maintenance/rehabilitation “decision tree” that will be used to generate pavement recommendations that match current fiscal year maintenance/rehabilitation approaches/City practices. This will be accomplished by assessing/updating the unique and individual PCI ranges and deterioration curves within the software; our staff will review the Lomita deterioration curves that have been developed based on current/historical pavement conditions, inspection frequency, surface type, and road classification data.
All maintenance practices/unit costs and scheduled projects will be integrated into the PMP and will be derived from the most recent construction bids for pavement rehabilitation. We will account for annual inflation rates when long-term revenue projections are made.
Our Project Manager and Principal will work closely with the City in defining repair and rehabilitation strategies for each fiscal year as well as update/verify PMP zones for the street networks. Once the repair/rehabilitation strategies have been defined, the identification of a five (5) year Forecasted Maintenance & Rehabilitation (FMR) schedule will be generated.
The recommended budget scenarios will be identified on the basis of several criteria:
• Assessment and review of the City’s Pavement CIP
• Present pavement conditions; Desired levels of service and available resources • Projected / Forecasted PCI’s per section
• Cost benefit of individual strategies (minimum of three (3) scenarios) • Scheduling/correlation with the City’s major CIP projects (water, sewer, etc.) • Budgetary recommendations that satisfy METRO guidelines • Local “Neighborhood” fiscal year reporting/improvement scheduling • Future routine maintenance needs based on projected deterioration rates The primary emphasis of this task is to maximize the scheduling of street maintenance using the most cost-effective strategies available and taking into account a life-cycle cost analysis.
TASK 3.4: Citywide CIP / METRO Compliance Budget Reports We will deliver the Final Report to the City which will be essential for staff reference and use as well as presented in a way that is beneficial for elected officials/upper management. This report will assist the City in complying with METRO.
November 7, 2023, Reg CC Mtg., Page # 278
Approach / Scope of Work
City of Lomita 2-7
2024 Pavement Management System Update
The report will be prepared in a format that uses the information delivered by StreetSaver in conjunction with the information and analysis performed by our team. The report will provide the City with information on:
Current inventory and pavement conditions indices (PCI) for all road classes Projected annual rehabilitation programs for street maintenance for a 5-yr period (Arterial / Local Forecast Maintenance Reports FY 2024-2029) that show the largest return on investment and acceptable levels of service;
o This will include a minimum of three (3) total scenarios; Modeling and comparison of budget scenarios typically include:
Current / Actual budget 5-year projection
Maintain current PCI within 5-years
Increase current PCI within 5-years (obtain a “Good” rating) Local Zone alternative models
Strategies and recommendations for the City’s maintenance programs and procedures, including a preventative maintenance schedule; Supporting documentation required by METRO; and
A detailed breakdown of deferred maintenance (backlog). Digital GIS delivery of PCI, work history and recommended projects We will make a presentation of the results from the 2024 PMP update to City personal and/or City Council if necessary - pro bono.
Deliverable: One (1) digital copy of the Final Pavement PMP Report (.pdf), will be sent to the City. Bucknam will also provide final digital copies of the project related GIS files.
TASK 3.5: PMP / GIS Mapping
As an enhancement and proactive approach to this project, our staff will update the existing Pavement-GIS link between StreetSaver and the City’s GIS system. Bucknam currently has the 2021 PMP-GIS shapefile in-hand; this allows our staff to immediately utilize the file and prepare for internal PMP editing, survey and reporting. Our staff will review, with City staff, all ongoing upcoming capital projects that may impact the GIS mapping delivered for this project. The maps described below will be incorporated into the City’s Final PMP report:
• PCI values for every section
• Work History identifications
• 5-yr Arterial / Local Rehabilitation and Slurry Seal
Programs
• Functional classification maps
November 7, 2023, Reg CC Mtg., Page # 279
Approach / Scope of Work
City of Lomita 2-8
2024 Pavement Management System Update
Once the City has approved the Pavement Condition Report, we will update the necessary PMPGIS linkages. By using the unique ID’s within the PMP and the City’s ESRI street shapefile ID’s, we will update the one-to-one match for each pavement section in the GIS. Our staff will coordinate all project deliveries with the Public Works and the GIS division to ensure that the most current and accurate PMP-GIS maps are represented within the City’s GIS enterprise.
Deliverable: Complete GIS files/themes based on list above (project .mxd/shapefiles).
TASK 3.6: Lomita MyRoads® PMP Web-Portal
Lomita MyRoads® Web-Portal -
Bucknam’s MyRoads® is a great match for
the Lomita PMP today and the future.
MyRoads® brings your PMP data to life
within a dynamic dashboard!
Bucknam now provides all our PMP
clients with a unique and agency driven
“MyRoads®” web-portal that provides
instantaneous access to your pavement
management database.
This “dashboard” allows users to toggle
through individual sections via GIS
mapping selections, zone queries, rank
selection, PCI ranges, etc. to review all
section metrics, latest/previous
inspections, work histories generate
filtered PCI reports and identify potential
maintenance costs based upon your
unique needs.
Bucknam has shown the Lomita
MyRoads® account actively working!
This tool will be accessed by City staff simply through a Username/Password methodology.
As changes are made to the Lomita PMP database the MyRoads® dataset is changed to reflect work history edits, PCI inspections and section changes.
In summary, MyRoads® allows the user perform the following dynamic functions:
• Query specific pavement segment(s) to view current/historic PCI, work history inspection;
• Filter for pavement sections within a defined zone, PCI range and/or functional class; • Select a pavement section or grouping of section through the on-board GIS tool; • Enter slurry, overlay & reconstruction unit costs to determine preliminary cost of maintenance and resulting citywide PCI
November 7, 2023, Reg CC Mtg., Page # 280
Approach / Scope of Work
City of Lomita 2-9
2024 Pavement Management System Update
o Display critical street / sidewalk / ROW assets along pavement section(s) that are critical to Engineering Bid development and solicitation (ADA ramps, utilities, manholes, trees, etc.
• Displays all final GIS project maps (PCI, work history, 5-yr forecasted maintenance, etc.) • Bucknam will train Lomita staff on the simple use of the MyRoads® dashboard.
TASK 3.7: StreetSaver Training
With the use of StreetSaver being one of the key components to a successful PMP implementation, we will provide City staff with quality, certified training and the necessary skills needed to maintain the PMP. As mentioned above, Bucknam will assist in coordinating the purchase of the annual StreetSaver license.
Bucknam will provide City staff with all collected pavement/GIS data, as well as updated operation manuals for both field data collection and software use. Based on the number of future users, our staff will deliver as many copies as needed by City staff to facilitate the program. Peter Bucknam, who is certified in the use of Army Corps PMP inspection, analysis and management, will conduct comprehensive multi-day training sessions covering implementation, interfacing with the system, and editing/updating the database. This is estimated to consist of a minimum of 20 hours of training. Training will be one-on-one or for a group.
There is no minimum or maximum amount of people that can be trained under this methodology. We can train one key individual or an entire classroom using a City training facility pending on your needs.
Deliverables: PMP software training outline, field training outline/tools TASK 3.8: PMP Presentation
Bucknam will attend any necessary upper management / City Council meetings to support and present the updated Lomita Pavement Management Plan report. Bucknam will develop and finalize a Power Point presentation (if needed) to demonstrate the project and its findings/recommendations – pro bono.
November 7, 2023, Reg CC Mtg., Page # 281
Statement of Qualifications
City of Lomita 3-1
2024 Pavement Management System Update
Firm Profile and Qualifications
Bucknam Infrastructure Group, Inc.
(est. 2011, S-Corporation) has a fullservice office in Southern California and is committed to building stronger
relationships with government organizations through frequent communication and team building. We build long-term partnerships with agencies that expect and require accuracy, efficiency, and integrity in all aspects of community services. Our experienced staff is committed to ensuring that immediate and long-term goals are met and are a top priority in the development of pavement management, infrastructure management, financial, geographic information systems (GIS), and facility management projects.
Our full-service Infrastructure Management - GIS Division provides comprehensive engineering and infrastructure/GIS management services, as well as database management, pavement / ROW field inspection services, and GIS automation and management.
Our extensive professional service offerings include:
Regarding Pavement Management Programs, our firm is currently assisting 75+ local agencies complying with LA, Orange, SD, San Bernardino and Inland Empire County’s pavement reporting requirements.
Regarding Pavement Management Programs, our firm is currently assisting 75+ SoCal local agencies complying with the County pavement reporting requirements. In addition to the extensive knowledge and experience of our infrastructure management professionals, Bucknam provides a broad scope of administrative, inspection, civil engineering, and GIS services to public agencies.
We look forward to working with you on your project. Our handpicked management professionals are committed to delivering quality services to the City. Our office is located in Oceanside, CA 3548 Seagate Way, Suite 230 (11 employees).
November 7, 2023, Reg CC Mtg., Page # 282
Statement of Qualifications
City of Lomita 3-2
2024 Pavement Management System Update
Delineation of Bucknam Infrastructure Group’s Strengths As Bucknam approaches twenty-five (25) years of pavement management experience, our firm is distinct and unique in the fact that we have continued to improve upon our long-term local agency client based throughout LA County. Building and establishing long-term client relationships through PMP management is a clear delineation of our professional services.
Bucknam’s experience and qualifications directly related to this project and other key delineation strengths include:
• Providing PMP services to 31 of the 88 Los Angeles County local agencies in the past two years (35%);
• Providing PMP services for 21 of the 35 Orange County local agencies in the past two years (60%);
• Bucknam now implements Cloud-based Artificial Intelligence (AI) Learning Technology to calculate pavement section AC/PCC True Area SF quantities; • Utilization of Lomita MyRoads® – PMP mapping (web-based access/use); requires no GIS software to view your PMP online (See Task 3.6 within Scope of Work); • Staff / Firm is certified through OCTA and MTC for use and management of MicroPAVER / StreetSaver respectively
o Bucknam is ASTM D6433 certified through OCTA until June, 2025 for PMP services/inspections to local agencies;
• Focused managers / field technicians that perform infrastructure management services at cost-competitive rates and deliver quality products; • Local presence (Oceanside office) allows our firm to be on-site within one hour to respond to Lomita’s requests and needs;
• Proven LA County PMP economic ROI regarding long-term Pavement CIP’s recommendations, implementation, maintenance applications and increased PCI’s November 7, 2023, Reg CC Mtg., Page # 283
Experience / References
City of Lomita 4-1
2024 Pavement Management System Update
Relevant PMP Project Experience
The following project experience presents our description of work, its relevance in completing similar projects for numerous other agencies, Proposition C / LA County METRO compliance, OCTA Measure M2 PMP compliance, PMP software training expertise, and the broad knowledge of our pavement project team. Our project team brings over 75 years of public/private engineering and data management experience to the City of Lomita. This includes over 750+ PMP projects covering turn-key projects, simply training of Agency staff with pavement management methods, County Measure/Proposition compliancy, financial strategies and Capital Improvement Programs.
Over the past twenty-five years, we have worked on numerous projects similar to Lomita’s current PMP project. As mentioned in our cover letter, Bucknam has provided PMP services to the City of Lomita since 2011.
We have listed five (5) similar “long-term” pavement management projects that cover the same task descriptions as listed in your RFP:
Bucknam Infrastructure Group, Inc.
Pavement Management Program-GIS, City of Monterey Park (2015-23) Mr. Anthony Bendezu, Principal Engineer - (626) 307-1323; 320 West Newmark Ave., Monterey Park, CA 91754 ([email protected])
Since 2015 Bucknam has been contracted to
perform a citywide pavement management
inventories for the City of Monterey Park. Our
initial project consisted of a complete turn-key
effort in “re-segmenting” the City’s PMP
network, converting previous PCI inspection
data, performing an ASTM D6433 based survey,
conversion and implementation of StreetSaver
and PMP-GIS integration.
Additionally, our services included a complete
evaluation of the City’s PMP budget, short-term
and long-term budgetary analysis (Actual, Maintain and Recommended budgets) and GIS services that linked the City’s StreetSaver database to the City’s GIS enterprise.
Since the project completed Bucknam has provided annual PMP support services to the City.
Bucknam was recently selected in 2021 to perform another citywide PMP update as well as implement the first Public Works GIS Program for the City.
November 7, 2023, Reg CC Mtg., Page # 284
Experience / References
City of Lomita 4-2
2024 Pavement Management System Update
Citywide Pavement Management Program-GIS, City of Duarte (2018-2021) Mr. Scott Nash, Assistant Planner - (626) 357-7931; 1600 Huntington Dr., Duarte, CA 91010 ([email protected])
Since 2018 Bucknam has been contracted
to perform a citywide infrastructure
management inventories for the City of
Duarte. Our initial project consisted of a
complete turn-key effort in “resegmenting” the City’s pavement management network, converting
previous PCI inspection data, performing
an ASTM D6433 based survey,
implementation of PMP software and
PMP-GIS integration. Additionally, our
services included a complete evaluation
of the City’s PMP budget, short-term and
long-term budgetary analysis (Actual,
Maintain and Recommended budgets) and GIS services that linked the City’s PMP database to the City’s GIS enterprise. Since 2019 Bucknam has provided annual GIS support services to the City.
Citywide Pavement Management Program–GIS, City of Covina (2019-23) Mr. Rafael Fajardo, City Engineer - (626) 384-5489; 125 East College Street, Covina, CA 91723- 2199 [email protected]
During the summer of 2019, Bucknam
was contracted to perform a citywide
pavement management inventory for
the City of Covina. This project consists
of a complete turn-key effort in “resegmenting” the City’s PMP network, converting previous PCI inspection data,
performing an ASTM D6433 based
survey, implementation of PMP software
and PMP-GIS integration. Under this
initial project, Bucknam developed a
citywide forecast maintenance report to
determine what level of funding is
necessary to maintain today’s
conditions. Another critical deliverable was the PMP-GIS layer and MyRoads™ application which November 7, 2023, Reg CC Mtg., Page # 285
Experience / References
City of Lomita 4-3
2024 Pavement Management System Update
allowed staff to review the study findings as well as develop preliminary PS&E projects/schedules. Bucknam was recently selected in July 2022 to perform the triennial PMP update for the City and will be starting in August 2022.
Citywide Pavement Management Program–GIS, City of Norwalk (2013-23) Mr. Glen Kau, Director of Public Services - (562) 929-5700; 12700 Norwalk Boulevard, Norwalk, CA 90650
[email protected]
Bucknam was recently selected in 2020 to perform another citywide PMP update. Historically, In 2013, Bucknam was contracted to perform a citywide pavement management
inventory for the City of Norwalk. This project consisted off a complete turn-key effort in “re-segmenting” the City’s PMP network, converting previous PCI inspection data,
performing
an ASTM D6433 based survey, implementation of
MicroPAVER, complete evaluation of the City’s PMP budget, short-term and long-term budgetary analysis (Actual,
Maintain and Recommended budgets) and GIS integration.
Citywide Pavement Management Program – GIS, City of Ontario (2004-25) Mrs. Tricia Espinoza, CIP Engineer – (909) 395-2188; 303 East “B” Street, Ontario, CA, 91764 [email protected]
Bucknam was recently selected for the 2020 PMP update
and will be assisting Ontario with their PMP through 2025! Historically, Bucknam was contracted with the City in 2004 for Pavement Management services and has performed
annual PMP updates for the past 19 years. Mr. Peter
Bucknam has served as the City’s consultant PMP Project Manager since 2001. Our annual pavement inspection and
reporting services for the City’s Engineering and Operations PMP has led to yearly, proactive increases in both the City’s Arterial and Local conditions (i.e. PCI of 65.3 in 2004 and a PCI of 82.8 in 2022). Bucknam is providing annual PMP
services through 2025.
November 7, 2023, Reg CC Mtg., Page # 286
Project Schedule
City of Lomita 5-1
2024 Pavement Management System Update
Project Schedule
Our Critical Path Method (CPM) project schedule shows each major task identified in our scope of work, as well as quality control milestones and meetings.
See key “annual” milestone dates from the project schedule above:
PMP Project Kickoff – November 9, 2023
Survey Start and Completion – December, 2023 thru February, 2024 Delivery of draft PMP –February, 2024
City comments returned to Consultant – late February, 2024 Delivery of City CIP Final Report – early March, 2024 o Lomita CIP data/Final Report, reporting and revenue projections will be submitted by March, 2024
All pavement and GIS data pertinent to the project deliverables will be submitted with the Final PMS report, March, 2024
November 7, 2023, Reg CC Mtg., Page # 287
November 7, 2023, Reg CC Mtg., Page # 288
CITY OF LOMITA
2024-29 Pavement Management System Update
Fee Proposal - October 31, 2023
Description Principal Project
Manager
GIS
Manager
Senior
Technician
Field
Technician(s) Admin Total by Task
2023-2024 Base Fee $295/hr $205/hr $160/hr $155/hr $107/hr $95/hr Task 1 Project Implementation
Task 1.1 Project Kickoff 1 1 $360
Task 1.2 Project Status Meetings - Quality Control 6 2 6 $2,182 Task 2 Client Satisfaction
Task 2.1 Project Deliverables 1 3 3 2 1 $1,795
Task 3 Scope of Work
Task 3.1 Update Maintenance and Rehabilitation Activities 1 1 8 $1,216 Purchase of Annual StreetSaver license $1,725
Task 3.2 Pavement Condition Surveys
- Arterial, Collector, Local and Alley Surveys (approx. 35 miles) 2 4 54 $6,808 Task 3.3 Maintenance and Rehabilitation Assessment - Priorities 4 $820 Task 3.4 Citywide CIP / Pavement Rehabilitation Program 1 22 6 1 $5,860 Task 3.5 PMP - GIS Mapping 1 6 2 $1,475
Task 3.6 Lomita MyRoads® PMP Web-Portal $600
Task 3.7 PMP Training / Technical Support 1 12 $1,489
Reimbursables (mileage, printing, materials) $1,325
All deliverables will become property of the City of Lomita All Tasks are negotiable
Total Hours per Staff 2 41 15 12 80 2
2023-24 Total Base Fee $ 590 $ 8,405 $ 2,400 $ 1,860 $ 8,560 $ 190 $25,655 Optional Services
Purchase of MicroPAVER (if selected) $1,150
*Notes / Assumptions:
Task 3.1 2017 PMP project consisted of converting the City's MicroPAVER database to StreetSaver Bucknam will assist City with renewing StreetSaver license through this contract Task 3.2 All Tasks - Bucknam and inspectors are qualified through ASTM D64333 / OCTA until FY 2025 Additional services outside of this contract will be negotiated with the City where we will use the Standard Hourly Rate Schedule shown here. 6-1
November 7, 2023, Reg CC Mtg., Page # 289
Fee Proposal
City of Lomita 6-2
2024 Pavement Management System Update
Standard Hourly Rate Schedule
Category Rate
Principal $ 295
Senior Project Manager 215
Pavement Management Project Manager 205
Management Analyst 180
Project Engineer / Planner 170
Sr. Engineer / GIS Manager / Sr. Inspector 160
Assistant Engineer / Sr. Technician / GIS Analyst 155
CADD Operator 120
Field Technician 107
Administrative Assistant 100
Clerical / Word Processing 95
Reimbursables
Mileage $0.75/mile
Subconsultant Services Cost + 15%
Reproduction Cost + 15%
Travel & Subsistence Cost + 15%
Fees & Permits Cost + 15%
Computer Services (External) Cost + 15%
Rates Effective 9/1/23
November 7, 2023, Reg CC Mtg., Page # 290
1 TO: City Council
FROM: Ryan Smoot, City Manager
PREPARED BY: Carla Dillon, P.E., Public Works Director
MEETING DATE: November 7, 2023
SUBJECT: As-Needed Engineering and Land Development Services ______________________________________________________________________
RECOMMENDATION
1) Approve a Professional Services Agreement with Transtech Engineers, Inc. for As-Needed Engineering and Land Development Services for an amount of $125,000.00 per year for up to four years with a 20% contingency of $25,000 per year for four years; 2) Appropriate $150,000 to 100-605.5340.000; and 3) Authorize the City Manager to execute the Agreement.
BACKGROUND
The City uses a combination of services from LA County, a private consulting firm, and in-house staff to perform reviews of private development plans, land development, low impact development, model water efficient landscape, inspections, and other miscellaneous engineering services and review services. The firm currently providing these services to the City is closing and will no longer be able perform these reviews on the City’s behalf.
To ensure the City is able to continue to perform these required reviews, a Request for Proposals (RFP) for As-Needed Engineering and Land Development Services was issued on August 30, 2023, by posting it on the City’s website. Five (5) proposals were received on September 20, 2023, and were evaluated by staff based on criteria established in the RFP. After an in-depth review of the proposed engineering team qualifications and experience with similar projects, and recent relevant project experience from all the proposing firms, staff interviewed the two (2) highest ranking companies to determine which company could best provide service for the City.
The two (2) companies were evaluated based upon relevant project experience in delivering similar services for municipalities and fit with the City’s unique characteristics Item No. 7g
CITY OF LOMITA
CITY COUNCIL REPORT
November 7, 2023, Reg CC Mtg., Page # 291
2 and needs. Transtech Engineers, Inc. received the highest rankings as they possessed the best overall scope of work and understanding of the City’s needs as outlined in the RFP. Therefore, staff recommends using the services of Transtech Engineers, Inc. to provide as-needed engineering and land development services.
FISCAL IMPACT
The agreement proposes a budget of $150,000 for these services. The costs of these reviews are recovered through fees charged to developers during the entitlement process.
OPTIONS
1. Approve staff’s recommendation.
2. Provide alternative direction.
ATTACHMENTS
1. Professional Services Agreement
Reviewed by: Approved by:
Gary Y. Sugano Ryan Smoot
Assistant City Manager City Manager
Prepared by:
_______________________
Carla Dillon, P.E.
Public Works Director
November 7, 2023, Reg CC Mtg., Page # 292
CONTRACT FOR PROFESSIONAL SERVICES
BETWEEN
THE CITY OF LOMITA AND TRANSTECH ENGINEERS, INC.
This AGREEMENT for ENGINEERING AND LAND DEVELOPMENT SERVICES is entered into this 7th day of November 2023, by and between the CITY OF LOMITA, a general law city and municipal corporation (“CITY”) and TRANSTECH ENGINEERS, INC. (“CONTRACTOR”).
R E C I T A L S
A. CITY does not have the personnel able and/or available to perform the services required under this agreement.
B. Therefore, CITY desires to contract out for As-Needed Engineering and Land Development Services.
C. CONTRACTOR warrants to CITY that it has the qualifications, experience and facilities to perform properly and timely the services under this Agreement.
D. CITY desires to contract with CONTRACTOR to perform the services as described in Exhibit A of this Agreement.
NOW, THEREFORE, based on the foregoing recitals, CITY and CONTRACTOR agree as follows:
1. CONSIDERATION AND COMPENSATION.
A. As partial consideration, CONTRACTOR agrees to perform the work listed in the SCOPE OF SERVICES, attached as Exhibit A;
B. As an additional consideration, CONTRACTOR and CITY agree to abide by the terms and conditions contained in this Agreement.
C. As additional consideration, CITY agrees to pay CONTRACTOR an amount of $125,000.00 per year, the CONTRACTOR’s estimated costs of its services, unless otherwise specified by written amendment to this Agreement. The City Council has also approved an additional 20% of these estimated costs, or up to $25,000.00, for unexpected contingencies, or a total, not-to-exceed amount of $150,000.00 per year. If CONTRACTOR incurs expenses exceeding its estimated costs of $125,000.00, the CONTRACTOR must request such expenses in writing, and the CITY’s City Manager or his designee must approve of such requests, for Attachment No. 1
November 7, 2023, Reg CC Mtg., Page # 293
CONTRACTOR to receive compensation for those costs.
D. No additional compensation shall be paid for any other expenses incurred, unless first approved by the City Manager or his designee.
E. CONTRACTOR shall submit to CITY, by not later than the 10th day of each month, its bill for services itemizing the fees and costs incurred during the previous month. CITY shall pay CONTRACTOR all uncontested amounts set forth in the CONTRACTOR'S bill within 30 days after it is received.
2. SCOPE OF SERVICES.
A. CONTRACTOR will perform the services and activities set forth in the SCOPE OF SERVICES attached hereto as Exhibit A and incorporated herein by this reference.
If any part of Exhibit A is inconsistent with the terms of this Agreement, the terms of this Agreement shall control.
B. Except as herein otherwise expressly specified to be furnished by CITY, CONTRACTOR will, in a professional manner, furnish all the labor, technical, administrative, professional and other personnel, all supplies and materials, equipment, printing, vehicles, transportation, office space, and facilities necessary or proper to perform and complete the work and provide the professional services required of CONTRACTOR by this Agreement.
3. PAYMENTS. For CITY to pay CONTRACTOR as specified by this Agreement, CONTRACTOR must submit an invoice to CITY which lists the reimbursable costs, the specific tasks performed, and, for work that includes deliverables, the percentage of the task completed during the billing period.
4. TIME OF PERFORMANCE. The services of CONTRACTOR are to commence upon receipt of a notice to proceed from CITY and shall continue until all authorized work is completed to CITY’s reasonable satisfaction, in accordance with the schedule incorporated in “Exhibit A,” unless extended in writing by CITY.
5. FAMILIARITY WITH WORK. By executing this Agreement, CONTRACTOR represents that CONTRACTOR has (a) thoroughly investigated and considered the scope of services to be performed; (b) carefully considered how the services should be performed; and (c) understands the facilities, difficulties, and restrictions attending performance of the services under this Agreement.
6. KEY PERSONNEL. CONTRACTOR’s key person assigned to perform work under this Agreement are Okan Demirci and Azita Fakoorbayat. CONTRACTOR shall not assign other persons to be in charge of the work contemplated by this Agreement without the prior written authorization of CITY.
7. TERM OF AGREEMENT. The term of this Agreement shall commence upon execution by both parties and shall expire on November 7, 2026 with an option to November 7, 2023, Reg CC Mtg., Page # 294