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HomeMy WebLinkAboutItem 21 - On -Call Material Testing and Special Inspection ServicesPublic Works Agency https://www.santa-ana.org/pw Item # 21 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report July 6, 2021 TOPIC: On -Call Material Testing and Special Inspection Services AGENDA TITLE Approve Agreements with AESCO Inc., Kleinfelder Inc., and RMA Group for On -Call Material Testing and Special Inspection Services in an Amount not to Exceed $1,000,000 for a Three-year Term (Non -General Fund) RECOMMENDED ACTION Authorize the City Manager to execute agreements with AESCO Inc., Kleinfelder Inc., and RMA Group to provide as -needed material testing and special inspection services in a shared aggregate amount not to exceed $1,000,000 for a three-year term beginning July 6, 2021 and expiring July 5, 2024, with an option for two, one-year extensions, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION Under the City of Santa Ana's Capital Improvement Program, a number of construction projects will take place in the next few years. These projects include street pavement, traffic signal installation, and underground utility, building, bridge and park facility improvements. The total value of construction is estimated to exceed $100 million. Approval of this item will allow the City to retain testing and inspection firms to provide quality assurance services for these construction projects. The selected entities are expected to provide testing and inspections for construction activities involving grading, soils, base material, concrete, masonry, asphalt concrete, structural steel, reinforcing steel, painting and to provide other quality assurance services when required. On September 2, 2020, the Public Works Agency released Request for Proposals No. 20-111 (RFP) on the City's online procurement portal. Seventeen vendors submitted proposals, which were evaluated by a rating panel and ranked based on the criteria included in the RFP. The following firms submitted responsive proposals and, as such, staff recommends awarding agreements to them for as -needed material testing and special inspection services. Approve Agreement with AESCO, Kleinfelder, and RMA Group July 6, 2021 Page 2 Firm City Rank AESCO Huntington Beach 1 Kleinfelder Laguna Hills 2 RMA Group Carson 3 ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. FISCAL IMPACT There is no fiscal impact at this time. Prior to utilizing the on -call services, Public Works Agency staff must receive Finance and Management Services Agency approval of funding and accounts to be used to ensure funds are available under the authorization and shared aggregate limit of $1,000,000. Upon successful completion of the fiscal review, a corresponding Notice to Proceed containing the specific scope and maximum expenditure for the task order will be issued. Funds will be budgeted and available for expenditure for the agreement term in the following Public Works Contract Services -Professional Accounts: Division Account City Facilities License Agreement 01117605-62300 Traffic and Transportation Engineering 01117620-62300 Traffic Signal Maintenance 02917620-62300 Sanitary Sewer Enterprise 05417617-62300 Sanitary Sewer Enterprise 05517660-62300 Sanitary Sewer Enterprise 05617640-62300 Fed Clean Water Protection 05717640-62300 Residential Street Improvement 05817660-62300 Water Enterprise 06017645-62300 Water Enterprise 06617647-62300 Construction Engineering 08617611-62300 Design Engineering 08617612-62300 Traffic Engineering 08617620-62300 Administrative Services 10117601-62300 Development Engineering 10117605-62300 CIP Project Funding Various Street Lights Maintenance 01117630-62300 Roadway Marking/Signs 01117625-62300 Graffiti Abatement Program 01117642-62300 Street Trees 01117643-62300 Sidewalks 01117626-62300 Environment/Sanitation 06817640-62300 Approve Agreement with AESCO, Kleinfelder, and RMA Group July 6, 2021 Page 3 Division Account Roadway Cleaning 06817641-62300 Median Landscaping 02917635-62300 Roadway Maintenance 02917660-62300 EXHIBIT(S) 1. AESCO Agreement 2. Kleinfelder Agreement 3. RMA Group Agreement Submitted By: Nabil Saba, P.E., Executive Director — Public Works Agency Approved By: Kristine Ridge, City Manager AGREEMENT TO PROVIDE ON -CALL MATERIAL TESTING AND SPECIAL INSPECTION SERVICES THIS AGREEMENT is made and entered into this 6th day of July, 2021 by and between AESCO, Inc. ("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RFC1rTA1 N A. On September 2, 2020, the City issued Request for Proposal No. 20-111, by which it sought qualified consultants to provide on -call material testing and special inspection services for the City's Public Works Agency. B. Consultant submitted a responsive proposal that was among those selected by the City. Consultant represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 20-111. C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES On an on -call basis, and at the City's sole discretion, Consultant shall perform the services described in the scope of work that was included in REP No. 20-111, which is attached as Exhibit A, and as more specifically delineated in Consultant's proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City neither warrants nor guarantees any minimum or maximum compensation to Consultant under this Agreement. Consultant shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit C. Consultant is one of three (3) consultants selected to provide services on an on -call basis under RFP No. 20-111. The total compensation for these services provided by all such consultants selected under RFP No. 20-111 shall not exceed the shared aggregate amount of $1,000,000 during the term of the Agreement, including any extension periods. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of Page 1 of 8 performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate on July 5, 2024, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for two 1-year periods upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Consultant 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 being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). Consultant shall require all subconsultants to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subconsultant prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents Page 2 of 8 & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Prior to undertaking performance of work under this Agreement, Consultant shall maintain and shall require its subconsultants, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Consultant shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Consultant's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $1,000,000 per occurrence, with $2,000,000 in the aggregate. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. Worker's Compensation Insurance. In accordance with the California Labor Code, Consultant, if Consultant has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Consultant agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Consultant is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $1,000,000 per claim with $2,000,000 in the aggregate. e. The following requirements apply to the insurance to be provided by Consultant pursuant to this section: (i) Consultant shall maintain all insurance required above in full force and effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. (iii) Certificates and policies shall state that the policies shall not be cancelled Page 3 of 8 or reduced in coverage or changed in any other material aspect, by Consultant, without thirty (30) days prior written notice to the City. (iv) Consultant shall supply City with a fully executed additional insured endorsement. f. If Consultant fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Consultant's right to be paid for its time and materials expended prior to notification of termination. Consultant waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, Consultants, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant or its subconsultants, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. Page 4 of 8 10. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement. 11. CONFIDENTIALITY If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Consultant covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) Page 5 of 8 M1901=00 Santa Ana, CA 92702-1988 Fax: (714) 647-6956 Executive Director Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Consultant: Adam Chamaa, PE, GE Vice President AESCO, Inc. 17782 Georgetown Lane Huntington Beach, CA 92647 A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the' City's ability to have any of the services which are the subject to this Page 6 of 8 Agreement performed by City personnel or by other Consultants retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 20. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, Page 7 of 8 permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: DAISY GOMEZ Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By: M" -f"L J&N M. FUNK Sr. Assistant City Attorney RECOMMENDED FOR APPROVAL NABIL SABA, PE Executive Director Public Works Agency CITY OF SANTA ANA KRISTINE RIDGE City Manager CONSULTANT Name: Kay Alabed Title: President Page 8 of 8 EXHIBIT A Appendix ATTACHMENT 1 SCOPE OF WORK CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR TESTING AND SPECIAL INSPECTION SERVICES RFP NO.20-111 INTRODUCTION/BACKGROUND Under the City of Santa's Capital Improvement Program, a number of construction projects will take place in the next few years. These projects include street pavement, traffic signals, underground utilities, buildings, bridges and park facility improvements. The total value of construction is estimated to exceed $100 million. In order to maintain high quality of construction, the City intends to retain testing and inspection firms to provide quality assurance services for those projects. The selected firms are expected to provide testing and inspections for construction activities involving grading, soils, base material, concrete, masonry, asphalt concrete, structural steel, reinforcing steel, painting and to provide other quality assurance services when required. The purpose of this RFP is to solicit proposals from quality control consulting firms for the required services. The selected consultant is expected to enter into an agreement with the City to provide services on an as -needed basis. Prime consultant mark-ups for sub -consultant work will not be allowed. All proposals, plans, drawings, specifications, estimates, grant applications, modeling, studies, presentations, and/or reports will be subject to the final approval and satisfaction of the City. The selected consultants must have the expertise, experience, and demonstrated resources available to perform the work described in this RFP. The City desires to enter into Agreements with multiple top-ranking firms for an initial three (3)- year term, with a City option to exercise one (1), two (2)-year extension period. The annual amount to be expended under the Agreement will vary at the City's discretion and will be dependent on available funding. City of Santa Ana RFP 20-111 Page Al-1 A. SCOPE OF SERVICES The required services shall include, but not be limited to, the following: ♦ Provide field inspections and compaction tests for grading, trench backfill and asphalt concrete pavement construction according to the project special provisions, the Standard Specifications for Public Works Construction ("Green Book") and Caltrans Standard Specifications. Submit daily field reports to the City and a final report after work is completed. ♦ Provide inspections for installation of precast and cast in -place concrete, welding, high strength bolts, structural steel, masonry, painting and other types of work in accordance with the California Building Code (CBC) and the contract documents. Submit field reports to the City immediately after inspections are completed. All deputy inspectors shall register with the City's Planning and Building Agency prior to start inspection. ♦ Perform tests on various construction materials as required by the City. Available tests may include the following: o Mix Designs o Concrete o Concrete Blocks o Brick Masonry o Masonry Prisms o Mortar and Grout o Fireproofing o Soils and Aggregates o Asphalt Concrete o Reinforcing Steel o Environmental ♦ Inspectors who perform work in confined areas or at elevated levels shall be certified or trained for confined space and fall protection. ♦ Recommend testing method on defective work and advise the City of acceptance standards. ♦ Provide source inspection for concrete and asphalt concrete at mixing plants, and inspection for other materials at their source as required by the project specifications. ♦ Provide other quality control services as requested by the City. ♦ Field reports shall be submitted daily to the City. Submit and distribute typed inspection and testing reports to the City's Public Works Agency and the Planning and Building Agency in accordance with "Green Book" and "CBC" requirements and to other concerned parties within a week after the work is performed. City of Santa Ana RFP 20-111 Page Al-2 ♦ Submit a final report to the City within five working days upon completion of each project. B. SPECIAL REQUIREMENTS Since some of the city projects will be funded by Federal or State grants, the selected consulting firm must comply with requirements of Caltrans' construction manual and the following: Certificate of Personnel ♦ The personnel who will conduct the sampling and testing must be certified. They can be certified by Caltrans' District Materials Engineer, by the National Institute Certification of Engineering Technologies, or by other authority acceptable by the Construction Engineer of the City to be proficient in accepting sampling and testing. ♦ A copy of each person's certificate must be on file in the office of the Construction Engineer. The certificate shall list the type of work which the individual is authorized to perform. ♦ The testing laboratory must be under the supervision of a registered engineer with experience in inspection and testing of construction materials. This engineer shall certify the results of all tests performed by the lab personnel under his/her supervision. ♦ The selected firm must maintain the laboratory testing equipment in accordance with recognized national standards. ♦ The selected firm must have an independent assurance testing and sampling program. This program can be performed either by their own personnel not involved in the acceptance testing and sampling, or by another quality assurance organization. ♦ Correlation Testing Program: The Materials Laboratory shall be a participant in one or more of the following testing programs: ♦ AASHTO Materials Reference Laboratory (ARML) ♦ Cement and Concrete Reference Laboratory (CCRL) ♦ Caltrans' Reference Samples Program (RSP) Acceptance Testing and Sampling ♦ The selected testing laboratory shall conduct acceptance testing of materials on the first day when work is performed, and continues daily until the work is completed. City of Santa Ana RFP 20-111 Page Al-3 Reporting Test Results ♦ When aggregate sample is taken in the material source, the testing firm shall submit to the Resident Engineer results of sand equivalent, cleanness value and sieve analysis within 24 hours. When soils and aggregate samples are taken at the job site, results of these tests should be submitted within 72 hours. ♦ Results of compaction and density tests taken at the job site should be submitted within 24 hours. ♦ When samples of soils and asphalt concrete are taken at the job site, R-value and result of asphalt extraction test should be submitted within 96 hours. Independent Assurance Sampling and Testing The selected firm shall establish and maintain an Independent Sampling and Testing (ISAT) program: ♦ To verify that the project sampling and testing are performed correctly by the testers and samplers. ♦ To ensure the equipment is properly calibrated. ♦ To provide the City with a copy of the program to ensure that the program is carried out. ♦ To provide the Resident Engineer with a report indicating actions to be taken by the selected testing firm when discrepancies are found between ISAT and acceptance tests (AT). C. CITY RESPONSIBILITIES ♦ Furnish construction plans and specifications to the consultant. ♦ Coordinate with the contractor regarding work schedule and notify the consultant 24 hours in advance for the required inspections and tests. D. SPECIAL REQUIREMENTS (ATTACHMENT 4) ♦ This project may utilize California Department of Transportation (Caltrans) funds and shall therefore comply with all state and federal requirements. The below referenced forms included in Attachment 4 (Additional Provisions) of the Appendix must be completed in their entirety and submitted with your proposal: LAPM Exhibit 10-H: Sample Cost Proposal City of Santa Ana RFP 20-111 Page Al-4 • LAPM Exhibit 10-01: Consultant Proposal DBE Commitment • LAPM Exhibit 10-02: Consultant Contract DBE Commitment • LAPM Exhibit 10-K: Consultant Certification of Contract Costs and Financial management System Please reference Caltrans Local Assistance Procedure Manual, Consultant Selection, Chapter 10, for further instructions and guidelines pertaining to the completion of these forms: https:Hdot.ca. gov/-/media/dot-media/programs/local- assistance/documents/lapm/ch l O.pdf COMPLIANCE WITH REQUIREMENTS OF FUNDING AGENCY: This agreement may be funded with state and/or federal grant funds administered by Caltrans. Proposer shall comply with all requirements as they pertain to the use of these funds. Refer to Attachment 4 for Caltrans required forms, including Exhibit 10-H — Sample Cost Proposal (H2 for On -Call Contracts) in the Appendix of this RFP. DISADVANTAGED BUSINESS ENTERPRISES (DBE) GOAL: The Agency has established a DBE goal for this Contract. Proposers are encouraged to obtain DBE participation for this contract. Refer to Exhibit 10-I — Notice to Proposers DBE Information included in the Appendix of this RFP. Proposers must submit Exhibits 10-01 & 10-02 — Consultant Proposal & Contract DBE Commitment to demonstrate compliance with Agency's DBE goal. CONSULTANT AUDIT AND REVIEW PROCESS: Prior to contract award and dependent on contract award amount, the selected Consultant shall be subject to an audit or review by Caltrans' Audit and Investigations (A&I), other state audit organizations, or the federal government. The selected Consultant shall complete Exhibit 10-K — Consultant Annual Certification of Indirect Costs and Financial Management System for all prime and sub -consultants in the Appendix of this RFP. To independently download any of the Caltrans Exhibits required per this RFP, visit: https:Hdot.ca. gov/pro grams/local-assistance/forms/local-assistance-procedures-manual-forms City of Santa Ana RFP 20-111 Page Al-5 EXHIBIT B AESCG Orange County 17782 Georgetown Lane Huntington Beach, California 92647 Tele: (714)375-3830 Fax: (714)375-3831 San Bernardino County 14163 Arrow Boulevard Fontana, California 92335 Tele: (909) 284-9200 Fax: (909)284-9201 REQUEST FOR PROPOSALS MATERIAL TESTING AND SPECIAL INSPECTION SERVICES RFP NO.20-111 AESCO Proposal No. P6513 pQ0 aR,N.E couxir ao6E4xME�. f t.� Attention: Mr. Sean Thomas Project Manager AESCO 17782 Georgetown Lane Huntington Beach, California 92647 Tele: (714) 375-3830 Fax: (714) 375-3831 September 30, 2020 Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services ,. Orange County San Bernardino County 17782 Georgetown Lane 14163 Arrow Boulevard Huntington Beach, California 92647 Fontana, California 92335 Tele: (714) 375-3830 Tele: (909) 284-9200 AESCO Fax: (714) 375-3831 Fax: (909) 284-9201 September 30, 2020 Mr. Sean Thomas, Project Manager City of Santa Ana Public Works Department 20 Civic Center Plaza, M-36 Santa Ana, CA 92701 Subject: Request for Proposals Material Testing and Special Inspection Services RFP NO.20-11 AESCO Proposal No. P6513 Dear Mr. Thomas: AESCO is pleased to present this response to the Request for Proposal to provide on -call material testing and special inspection services for the above -referenced project. AESCO is located at 17782 Georgetown Lane, Huntington Beach, CA 92647; 714-375-3830; 714-375-3831 (fax); email: adam. chamaa@aescotech.com; and website: www.aescotech.com. AESCO is a woman -owned corporation (incorporated in California) and has been in operation since 1993, a total of 27 years. Ms. Kay Alabed is the President of AESCO and Mr. Adam Chamaa, PE, GE is the Vice -President. Either person is authorized to make commitments on behalf of AESCO. • AESCO is SBE, DBE/UDBE, WBE, and CBE certified. • Laboratory is DSA, Caltrans and City of Los Angeles certified. • Member of the Independent Assurance Program with Caltrans, CCRL, and AMRL. • Clients include OCTA, the County of Orange, CalTrans, MTA; the Cities of Huntington Beach, Santa Ana, Villa Park, Moreno Valley, Lynwood, Lakewood, Buena Park, and Riverside. • AESCO currently holds the on -call contract for the City of Santa Ana Capital Improvement Projects. Scope of Work The scope of work consists of providing quality assurance services for street pavement, traffic signal, underground utility, building, bridges, and park projects in the next few years. Testing and inspections for construction activities will include, but not be limited to, grading, soils, base material, concrete, masonry, asphalt concrete, structural steel, reinforcing steel, painting and other quality assurance services for the Capital Improvement Program. Inspections and testing will be provided for the installation of precast and cast in -place concrete, welding, high strength Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services bolts, structural steel, masonry and other types of work in accordance with the California Building Code (CBC) and the contract documents. AESCO currently has 35 employees, with 4 registered engineers and geologists and we are a member of Union Local 12 and can obtain additional inspectors as needed. All materials testing and special inspections, observation services, and geotechnical engineering will be provided under the technical direction of a full-time registered professional engineer with a minimum of thirty-five years' experience in geotechnical engineering and construction materials testing and deputy inspection. Diaz and Yourman Associates (DYA) will be a sub -consultant to AESCO and meet the requirements of the DBE program. AESCO will respond within 24-hours upon request by the Department. All testing will be performed in AESCO's Caltrans, ARML, CCRL, City of Los Angeles, and DSA approved laboratory and all work will be in compliance with applicable governing local, State and Federal agencies and laws. AESCO has used cloud computing and ShareFile� other forms of technology to streamline client communication, improve the documentation process and provide technicians an efficient way to record results. Allowing, clients and team members the ability to verify and track the status of our field, shop and lab work. This method has improved project tracking, collaborating on solutions and ensuring the project is inspected in accordance with the contract documents and intent of the design professionals. This proposal is signed by Mr. Adam Chamaa, P.E., G.E. who is authorized to bind AESCO. If you need further assistance regarding this matter, please give feel free to call either myself or Ms. Debra Perez. We look forward to hearing from you. Very truly yours, AESCO, Inc. Adam Chamaa, MSCE, P.E., G.E. Debra Perez Engineering Manager Project Manager Kay Alabed President Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services AESCO Proposal No. P6513 Statement of Qualifications AESCO Statement of Qualifications Table of Contents SectionA Cover Letter......................................................................................................... Section B Contract Agreement Statement..........................................................................2 Section C Firm and Team Experience................................................................................2 Section D Understanding of Need......................................................................................9 Section E Relevant Project Experience............................................................................12 Section F References........................................................................................................20 Appendix A Resumes Appendix B Forms Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 01 Page 6 a C 2 d L a 9 4 m e z L c a www.AescoTech.com 57z a M % h e CL z o a a d V /a AESCID AESCO Proposal No. P6513 Statement of Qualifications Section B: Contract Agreement Statement AESCO has reviewed the City of Santa Ana Sample Consultant Agreement and we accept all of the provisions as contained within the Agreement in Attachment 2 of the Appendix. Section C: Firm and Team Experience AESCO is a woman -owned corporation (incorporated in California) and has been in operation since 1993. AESCO is headquartered at 17782 Georgetown Lane, Huntington Beach, California 92647 and we currently have thirty-five employees. We also have a second office in Fontana, California. Mr. Adam Chamaa, P.E., G.E. will be the single point of contact for this proposal and he can be reached at 714-375-3830 or emailed at Adam.ChamaagAescotech.com. AESCO is SBE, DBE/UDBE, WBE, and CBE certified. AESCO's laboratory is certified by DSA, Caltrans and City of Los Angeles. AESCO has been involved in a number of projects involving QA/QC construction materials testing and inspection and geotechnical engineering for various clients including the Cities of Los Angeles, Costa Mesa, Inglewood, Long Beach, Diamond Bar, Lakewood, Huntington Beach, Lynwood, Riverside, Buena Park, Irvine, Santa Ana; the Los Angeles Unified School District; Alhambra School District; SANBAG; Caltrans; Los Angeles Metropolitan Transit Authority (MTA); and the Orange County Transportation Authority (OCTA). AESCO currently holds the on -call contract for testing and inspection services for the City of Santa Ana Capital Improvement Projects. AESCO has NEVER had any OSHA citations. AESCO has never had any outstanding or pending complaints through the Better Business Bureau, State of California Department of Consumer Affairs. Sub -Consultants Diaz•Yourman & Associates (DYA) is a privately held geotechnical consulting services corporation, founded in December 1992. DYA has grown in size, capacity, and breadth of services to 23 employees, including 17 engineers, the majority of whom have advanced degrees in geotechnical engineering. Our engineers are supported by a staff of technicians, word processors, and drafters (ArcGIS, AutoCAD and MicroStation), and an extensive technical library. Our corporate office is located at 1616 East 17th Street, Santa Ana, California 92705; telephone number (714) 245-2920, fax number (714) 245-2950. We have been recognized by our peers for technical excellence and innovative solutions to liquefaction mitigation. This includes 10 Outstanding Project Awards from our peers at Ca1Geo: LAX Terminal 1 Modernization (2018), LAX Central Utility Plant Replacement (Design/Build) (2016), Anaheim Regional Transportation Intermodal Center (2015), LAX Tom Bradley International Terminal (2013), Port of Los Angeles Cabrillo Way Marina Development (2010), Port of Long Beach Joint Command and Control Center (2007), Port of Long Beach Pier T Container Terminal (2004), Port of Los Angeles Pier 400 Buildings (2003), Henry Ford Avenue Grade Separation (2001), and Port of Los Angeles Pier 300 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 11 Page 9a i 2 d i a 9 df m e z i c a www.AescoTech.com 7 z a M % h e CL z o a a d V /a AESCID AESCO Proposal No. P6513 Statement of Qualifications Container Terminal (1997). In addition, DYA provided geotechnical services on projects for which the entire project received awards, such as the Orange County Groundwater Replenishment project, which won 2009 local, state, and national awards from the American Society of Civil Engineers (ASCE) and the American Council of Engineering Companies (ACEC); the SR-22 Design/Build Widening, La Canada Flintridge Inverness Drive Slope Repair, Orange County Transportation Management Center, Balboa Phase I Improvements, and the Alameda Corridor. DYA is a certified Race Conscious Minority Business Enterprise and Disadvantaged Business Enterprise (MBE/DBE) under the California Unified Certification Program (CUCP). CF.R VTr F.0 Construction Materials Testing and Inspection Services AESCO operates a construction materials engineering (CME) laboratory in Huntington Beach, California, and is capable of performing in-house or on -site testing and inspection services. Our laboratory produces thousands of reports annually involving concrete, aggregates, soils in -place, and bituminous materials. AESCO also regularly tests and inspects brick, granite, stone masonry, mortar, reinforcing steel, and manufactured elements such as pre -stressed beams and pre -cast panels. Engineering consultation and inspection services are available for each phase of construction including: • Aggregate Evaluation • Concrete Mixtures -Design, Inspection, and Testing • Bituminous Materials Testing • Up to 600,000-pound universal test machines • Charpy V Notch test apparatus • Rockwell hardness testing machines • Refractory Testing • Concrete Masonry Block • Roof Inspection and Testing • Soils Compaction and Stabilization Tests and Inspection • Structural Steel Fabrication and Erection Inspection and Testing • Qualification of Welders and Procedures • Welding Inspection • Rebar Inspection and Testing • NDT Testing and Inspection Mobile Laboratory AESCO operates a fully functioning, self-sufficient mobile laboratory which can provide immediate and reliable test results for any project. The mobile laboratory can perform on - site testing for rapid strength concrete, maximum density -optimum moisture tests for rapid compaction testing results, sieve analysis, Atterberg Limits, Sand Equivalent tests, aggregate Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 21 Page 9a i 2 d i a 9 df m e z i c a www.AescoTech.com 7 z a M % h e CL z o a a d V /a AESCO AESCO Proposal No. P6513 Statement of Qualifications testing, asphalt, etc. Our laboratory is Caltrans certified. The mobile laboratory has a compression testing machine for concrete, ovens, equipment to fabricate test specimens, curing containers, water tanks and pumps, and portable generators. Geotechnical Engineering Capabilities AESCO's geotechnical investigations have included: foundation and pavement design, settlement problems, compaction monitoring and testing, shallow and deepened foundations, pressure injected footings, earth retaining structures, landslide analysis and control, expansive/collapsing soils, underpinning and special foundations, construction dewatering and drainage, pipelines and utilities, liquefaction analyses, and fault evaluation. Laboratory testing is performed using ASTM, AASHTO, and other applicable specifications and guidelines. Environmental Engineering Capabilities AESCO can provide a full range of Environmental Engineering services that are vertically integrated to deliver a complete "turnkey" package including: Phase I -Initial Environmental Site Assessment (ESA), the Phase II -Investigation, Phase III-Remediation and Mitigation Design, and Final Close Out Report. In addition, AESCO provides a range of Regulatory Compliance services. AESCO also provides regulatory compliance and guidance associated with UST programs, potable water systems and methane and soil -vapor monitoring. Proposed Staffing AESCO's staff includes 4 registered Engineers and Engineering Geologists licensed in the State of California. As AESCO is located within Orange County, we have extensive experience in the area and have worked for various cities and jurisdictions including: the Cities of Santa Ana, Irvine, Huntington Beach, Villa Park, Buena Park, Anaheim, Caltrans and Orange County Transportation Authority. Resumes of AESCO's project team are included within the Appendix. A brief overview of key personnel is presented below. PERSONNEL SUMMARY Name Years of Experience Education/Credentials Adam Chamaa 35+ B.S. Civil Engineering Engineering M.S. Civil Engineering Manager Licensed California Engineer (P.E.) Licensed California Geotechnical Engineer (G.E.) Nuclear Density Machine Operator Russell J. Scharlin 40+ B.S. Civil Engineering Geotechnical M.S. Civil Engineering Engineer Licensed California Engineer (P.E.) Licensed California Geotechnical Engineer G.E. Andrew Stone, 30+ B.S. Geology Engineering Certified Geologist C.G. Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 31 Page 9a i 2 d i a 9 df m e z i c a www.AescoTech.com 7 z a M % 4 e CL z o a a d V /a AESCO AESCO Proposal No. P6513 Statement of Qualifications Name Years of Experience Education/Credentials Geologist Certified Engineering Geologist (C.E.G.) Debra Perez 40+ B.S. Renewable Natural Resources Project Manager Nuclear Density Machine Operator David J. Ryan, P.E. 40+ B.S. Civil Engineering Senior Engineer Licensed California Engineer, P.E. C.E. No. C49661 Kay Alabed, 27 B.S., Dental Medicine Project Coordinator Omar Chamaa 15 B.S., Civil Engineering Field and Quality E.I.T. Certificate No. 135299 Control Engineer Hazardous Materials 40-hour Training ICC Certified Reinforced Concrete Caltrans Certificate of Proficiency for: Calculations Pertaining to Gradings & SpG, Sampling Highway Materials & Products, Soil & Aggregate Sample Preparation, Sieve Analysis of Fine & Coarse Aggregates, Sand Equivalent, Air Content, Freshly Mixed Concrete, Pressure, Density of Fresh Concrete, Flexural Strength of PCC, Ball Penetration in Fresh Portland Cement Concrete, Sampling Freshly Mixed Concrete, PCC Cylinder Fabrication, Air Content of Freshly Mixed Concrete -Volumetric Method, Slump of Fresh Portland Cement Concrete, Temperature of Freshly Mixed Portland Cement Concrete City of Newport Beach Deputy Inspector City of Garden Grove Deputy Inspector City of Long Beach Deputy Inspector City of Riverside Deputy Inspector Radiation Safety and Use of Nuclear Gage ACI Concrete Field Testing Technician TWIC Steve Crumb 11 B.S. Civil Engineering (in progress) Laboratory Manager California State University, Long Beach Civil Engineering Cerritos College ACL Concrete Laboratory Testing Concrete Field Testing Concrete Strength Caltrans Calculations Grading Agg. Sampling Sample Prep. Soil and Agg. Sieve Analysis Percent Crushed Particles Relative Compaction Sand Equivalent Moisture Content Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 41 Page 6"eedia9 '4Mezica 5776M 74C C7zaaad VA AESCO AESCO Proposal No. P6513 Statement of Qualifications Name Years of Experience Education/Credentials Cleanness Durability Compressive Strength Flexural Strength Flexural Strength-PCC Sampling Fresh Concrete AASHTO: Sieve Analysis -Fine Sieve Analysis -Coarse and Fine Reducing Samples of HMA Reducing Samples of Agg. Sand Equivalent Evaporable Moisture Content Moisture Content-HMA Percent Tariq Abdullah 15 B.S., Geology Senior Laboratory Caltrans Certificate of Proficiency for: Technician Calculations for Gradings & SpG, Soil & Aggregate Prep., Sieve Analysis of Fine & coarse Aggregates, Percentage of Crushed Particles, Specific Gravity & Absorption of Fine and coarse Aggregate Sand Equivalent, Moisture content, Cleanness of Coarse Aggregate, Durability Index, R-Value Soils and Bases, Preparation of Bituminous Mixtures for Testing, Bulk Secific Gravity & Deniity of Bituminous Mixtures, Theoretic Max Specific Gravity & Density of Bituminous Paving Mixtures, Stabilometer Value, Moisture Content using Microwave, Asphalt Content of Bituminous Mixes, Ignition Method NICET Level II for: Asphalt, Concrete, Soil Radiation Safety and Use of Nuclear Gage Christopher J. Sobek 17 Coastline Community College, Orange Coast Inspector College, Orange County Inspection Certificate: Building Inspection, Concrete/Masonry Blueprint Reading, Wood/Steel Framing, Fire & Life Safety, Welding Technology, Electrical, Plumbing, Coastline Community College, Orange Coast College, Orange County ICBO/ICC-Reinforced Concrete, Prestress Concrete, Structural Steel/Welding, Structural Mas, Fireproofing, Building Inspection and Plumbing ACI Laboratory Testing -Grade I and Grade 11, Transportation Radiation Safety and Use of Nuclear Gage Competent Person Training Post -Tensioning Institute in Unbonded Tendons Asphalt Institute in Mix Design Technology DSA Class I OSHPD Class A Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 51 Page F"eediacy '4Mezica 5776M 74C C7zaaad VA AESCO AESCO Proposal No. P6513 Statement of Qualifications Name Years of Experience Education/Credentials AWS-CWI NICET Level II Highway Construction Materials 30-hour Hazardous Waste Giovanni Michael 11 Caltrans Certificate of Proficiency for: Air Inspector Content, Freshly Mixed Concrete, Pressure, Density of Fresh Concrete, Flexural Strength of PCC (Fabrication only), Ball Penetration in Fresh Portland Cement Concrete, Sampling Freshly Mixed Concrete, PCC Cylinder Fabrication, Slump of Fresh Portland Cement Concrete, Temperature of Freshly Mixed Portland Cement Concrete County of Los Angeles Certified Inspector Note: Certificates are available upon request. SUBCONSULTANTS years of Name Education/Credentials Experience DIAZ YOURMAN AND ASSOCIATES Somadevan 20 B.S. Civil Engineering Niranjanan, P.E., M.S. Civil Engineering G.E., Geotechnical Licensed Professional Engineer (P.E.) Manager Licensed Geotechnical Engineer (G.E.) Jorge Sandoval 30+ B.S. Civil Engineering Geotechnical M.S. Soil Mechanics Engineer Licensed Professional Engineer (P.E.) Licensed Geotechnical Engineer G.E. Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 61 Page 6"eediacy dfinezica 57TOM 74C C7zaaad VA AESCO AESCO Proposal No. P6513 Statement of Qualifications Request for Proposals Material Testing and Special Inspection Services RFP NO.20-11 AESCO Proposal No. P6513 Engineering Manager Adam Chamaa, P.E., G.E. (AESCO) QA/QC Manager Russell Scharlin, P.E., G.E. (AESCO) Project Engineer David Ryan, P.E. (AESCO) Geotechnical Engineers (Diaz Yourman) Somadevan Niranjanan, P.E., G.E. Jorge Sandoval, P.E., G.E. Project Manager Debra Perez (AESCO) Engineering Geologist Andrew Stone, C.G., C.E.G. (AESCO) Project Coordinator Kay Alabed (AESCO) Materials Testing and Inspection (AESCO) Omar Chamaa Giovanni Michael Christopher J. Sobek Soil and Materials Laboratory Manager Steve Crumb (AESCO) Senior Laboratory Technician Tariq Abdullah (AESCO) Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 71 Page F"eediacy dfinezica 5776M 74C C7zaaad VA AESCO AESCO Proposal No. P6513 Statement of Qualifications AESCO Resource Allocation Matrix Percentage Job Title Task Availability Engineering Manager/Geotechnical Project Coordination meetings and 45-55 Engineer scheduling/Geotechnical Engineering Quality Control Manager Reviews all reports and test reports for 85-90 accuracy and completeness Project Manager Report preparation and submittals 40-50 Field Engineer Site inspection and technical reviews 100 Senior Inspector Laboratory testing and field inspection 100 Diaz Yourman and Associates Percentage Job Title Task Availability Geotechnical Engineer Review laboratory tests, inspection 55-70 reports and RFI/submittals Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 81 Page 6"eediacy dfinezica 57TOM 74C C7zaaad VA AESCO AESCO Proposal No. P6513 Statement of Qualifications Section D: Understanding of Need Project Understanding The project consists of providing quality assurance services for street pavement, traffic signal, underground utility, building, bridges, and park projects in the next few years. Testing and inspections for construction activities will include, but not be limited to, grading, soils, base material, concrete, masonry, asphalt concrete, structural steel, reinforcing steel, painting and other quality assurance services. Inspections and testing will be provided for the installation of precast and cast in -place concrete, welding, high strength bolts, structural steel, masonry and other types of work in accordance with the California Building Code (CBC) and the contract documents. Field reports will be submitted daily to the City's Public Works Agency and the Planning and Building Agency and to other concerned parties and a final report will be provided within five days after work is completed. All deputy inspectors will be registered with the City's Planning and Building Agency prior to the start of inspections. Available tests may include the following: mix designs, concrete, concrete blocks, brick masonry, masonry prisms, mortar and grout, fireproofing, soils and aggregates, asphalt concrete, reinforcing steel, and environmental. Inspectors will be certified for confined space and fall protection. AESCO will recommend testing methods on defective work and advise the City of acceptance standards. Source inspection for concrete and asphalt concrete at mixing plants and other materials at their source will be provided in accordance with project specifications. All testing will comply with the City's QAP and conducted under the supervision of a registered engineer (P.E.) who will certify all test results. All personnel and laboratory personnel will possess applicable certifications; understanding and extensive experience with FEMA, AASHTO, ASTM, Caltrans, and local guidelines; laboratory and staff shall maintain current Caltrans accreditation; and contracted laboratories will maintain same licensing as primary consultant. AESCO will comply with all requirements of Caltrans Construction Manual including certification of personnel and is a part of an independent assurance testing and sampling program and correlation testing program through ARML, CCRL, AASHTO, and Caltrans RSP. Aggregate samples obtained at the material source shall be tested for sand equivalent, cleanness value and sieve analysis within 24 hours. Test results for soil and aggregate samples obtained at the job site are to be reported within 72 hours. Test results for compaction and density tests are to be reported within 24 hours. Test results for soils and asphalt obtained at the job site (R-Value, asphalt extraction, etc.) are to be reported within 96 hours. Methodology for Materials Testing and Inspection AESCO's method of operation is the following: • Prior to the start of any project AESCO will become familiar with the contract documents, project plans, technical specification, existing site(s) and conditions, and other pertinent project documents. • Prior to the start of any project AESCO will meet with the CITY to review staffing, project needs, coordinate inspections and testing, review budget controls, and will also attend the pre -construction meeting(s) if requested. • AESCO provides a 24-hour live answering service and one of our Project Engineers Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 91 Page 9a i 2 d i a 9 4 m e z i c a www.AescoTech.com 7 z a M % h e CL z o a a d V 1a AESCO AESCO Proposal No. P6513 Statement of Qualifications is always available to answer any technical or scheduling issues. Technicians shall be available upon 24-hour notice and for occasional night work. • AESCO digitally controls all assigned tasks to our technicians and each unit of service is closely watched by our project manager. AESCO does not exceed the assigned budget for its services prior to authorization by the CITY. • The inspector (or inspectors) then arrives at the site to perform the required testing and inspections. The technician will arrive at the site with the correct equipment, calibrated to existing standards with documentation. Equipment calibration shall be performed prior to the start of work and costs are included in the total hourly rate for field services. All samples will be transported from the project site to the laboratory for testing as required. • All breaks and laboratory testing is scheduled through our electronic dispatch system where notification is atomically issued to the laboratory manager to perform specific tests, such as; breaks of concrete cylinders at a schedule of 7-day, 14-day and 28-day breaks; beam breaks; masonry block breaks; prism breaks; etc. • Daily field reports and test results are created digitally in a standard report format and emailed within 24 hours of completion of the test or inspection to the CITY. Field testing/compaction results of subgrade or asphalt concrete shall be communicated to CITY personnel as soon as the tests have been completed, on same day of testing, with hard copy to follow. • Any test or inspection deficiencies, such as; failing compaction, concrete not reaching the required strength, concrete with high slump, cleanness of rebar, cleanness of footings, etc., will be discussed immediately with the CITY. Our professionals will provide practical solutions to critical issues encountered in the field, considering both cost and technical implications. • A final certification report of all inspection services performed summarizing test results and raw data will be submitted for review following completion of construction which will summarize all failed and passing tests. The report will include the tests performed, where the test was performed or the sample was taken, testing dates at time, and test standard used, the approximately quantity of material represented by the test, will clearly identify a pass or fail result, and will summarize findings, conclusions, results and recommendations. The report will be signed by a California Licensed Professional Engineer/Geotechnical Engineer. All laboratory reports and inspection reports are supervised, reviewed and signed by a California Licensed Professional Engineer/Geotechnical Engineer. • AESCO will comply with OSHA requirements Safety Standards. • All technicians are adequately insured for liability and property damage, and a copy of the policy will be forwarded to the CITY upon request. Vehicles bear the firm's name. • All inspectors are required to communicate on a daily basis with our Quality Control Manager who ensures that all work is being performed in accordance with the Quality Control Manual. • AESCO has been successful in consistently completing its projects within the assigned budget and schedule. We thoroughly evaluate our task and scope of work and build an efficient budget for our work. Therefore, we seldom exceed the budget Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 101 Page 9a i 2 d i a 9 4 m e z i c a www.AescoTech.com 7 z a M % h e CL z o a a d V /a AESCO AESCO Proposal No. P6513 Statement of Qualifications or schedule. AESCO has a practice of obtaining advance approval from clients prior to initiating any work which will add costs to the originally approved budget. AESCO's commitment to quality assurance extends to field and laboratory staff that is certified in various technical disciplines by multiple agencies such as City of Los Angeles, Caltrans, ACI, NICET, and ICC. Field technicians and inspectors provide detailed documentation of construction operations and specification compliance. AESCO's accredited materials testing laboratory and collection of resourceful field equipment enable our professionals to efficiently determine precise methods for qualifying construction materials. Special Inspection and Materials Testing Philosophy and Process AESCO maintains a strict Quality Control Program (QCP). AESCO is a member of, and certified by several independent certification agencies, such as DSA, AMRL, CCRL, Caltrans, the City of Los Angeles, and the City of San Diego. AESCO is also part of the yearly reference sampling program for these agencies. These involvements ensure a rigorous training of AESCO's technicians and test method verifications. AESCO maintains current test manuals and standards. All laboratory testing and field investigations are supervised by AESCO's registered engineer. The test results are reviewed by AESCO's Engineering Manager and QA/QC Manager, each of whom has over 35 years of experience. Innovative and Flexible Approaches AESCO has used various approaches to save clients time and money as shown below: • An example of our approach is the emergency response AESCO provided to the City of Huntington Beach when a large sinkhole developed in the middle of one of the major thoroughfares; Warner Avenue. AESCO personnel were on -site around the clock to assist in the repair and to devise a dewatering system to be used during construction. AESCO's geotechnical engineers provided on the spot engineering recommendations and mitigations to expedite the repair. AESCO implemented and supervised a grout injection system to save the in -place utilities, existing structures, and the roadway. The project was completed approximately 20 percent earlier than was anticipated. • AESCO also provided emergency response to the Alhambra Unified School District when an excavation flooded at night due to broken water line at Garfield Elementary School. AESCO's Geotechnical Engineer was on -site at 7:00 A.M. on a Saturday to assist the District in mitigation of the problem and to stabilize the subgrade. • AESCO also responded to a slope failure along in Highway 330 near Lake Arrowhead. AESCO worked double shifts and weekends performing the geotechnical investigations and recommendations for the contractor to repair the road in a timely manner. Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services III Page 6 a C 2 d L a 9 df m e z L c a www.AescoTech.com 57z a M % h e CL z o a a d V /a AESCO AESCO Proposal No. P6513 Statement of Qualifications Section E: Relevant Project Experience HDPE Installation, Country Glen Way, City of Anaheim Anaheim, CA AESCO performed the materials testing and inspections for the installation of an HDPE waterline in the City of Anaheim. AESCO performed the testing and inspections of the trench backfill, subgrade and asphaltic concrete which was placed to restore the site to the original condition, including replacement of curb and gutter, cross gutter, sidewalk, landscape and irrigation, and paving. AESCO performed compaction testing of the trench backfill and subgrade. Asphalt testing was performed at the plant and as it was placed on the roadway. Classification testing was performed on the subgrade material and maximum density compaction testing was performed on the subgrade and asphalt in our Huntington Beach laboratory. Project Highlights: e Quality Assurance inspection and testing *Testing and inspection of asphaltic concrete *Testing and inspection of subgrade Start Date: 2018 Completion Date: 2018 Total Cost: $500,000 Client: City of Anaheim Role: Construction Materials Testing and Inspection Key Personnel Involved: Adam Chamaa, P.E., G.E. and Dave Ryan, P.E. Reference Tim Flint, Construction Manager, City of Anaheim I City of Anaheim 1 200 South Anaheim Boulevard, Anaheim, CA 92805 1 Phone: 714-765-5271 1 E-mail: TFlint@anaheim.net Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 121 Page g a i t d i a q 4 m e z i c a www.AescoTech.com 7 z a m % 4 e Cf z a a o d ZI A AESCO AESCO Proposal No. P6513 Statement of Qualifications 405 Freeway Widening JBetween SR-73 and I-605 Freeway, Orange County, CA-Caltrans AESCO is performing the Quality Verification _ materials testing and inspection during widening of o e� the 405 Freeway between Euclid Street and the 605 ; Freeway, a total of 16 miles. The widening project includes the construction of new lanes on the �'i` b southbound and northbound sides, new retaining walls, bridges, etc. The testing and inspection services included a review of the concrete mix designs, concrete testing and inspection, concrete batch plant inspection, pile inspection and logging, rebar inspection, aggregate testing, welding inspection, subgrade testing and inspection, base material evaluation and testing, compaction testing and inspection, and asphaltic concrete testing. AESCO also prepared the Quality Manual for the project including all forms. An Aerially Deposited Lead (ADL) study was also performed. Project Highlights: • Construction Materials and Soils Inspection and Testing for Freeway Widening Project • Prepared Quality Control Manual for the project • Coordinating and managing construction materials testing and inspection services • Environmental Sampling of Aerially Deposited Lead (ADL) • Asbestos Survey and Abatement Oversight • Environmental assessment of clean import and hydrocarbon impacted soils • Geotechnical Engineering for retaining walls and corrosivity Project Challenges: • AESCO provided resolutions to non-conformance reports (NCR) related to quality issues during construction in a timely manner to keep the project on schedule. Provided corrective actions to be taken and measures to prevent future NCR's. AESCO provided complete documentation and research associated with any NCR (specifications, standards, and list of procedures) that were affected by the issue. AESCO recommended mitigation measures and action plans to resolve any NCR's. AESCO worked closely with the design -build team to prevent future NCR's from occurring. Start Date: 2018 Completion Date: 2023 (Projected) Total Cost: $1.9 billion Client: OC 405 Partners Role: QC Inspection and Testing Key Personnel Involved: Adam Chamaa, P.E., G.E., Russ Scharlin, P.E., G.E., Debra Perez, Omar Chamaa, Giovanni Mikhail, Chris Sobek, David Ryan, P.E. Reference Reem Hashem, Principal Contracts Administrator I OCTA 1 550 South Main Street, Orange, CA 92868 1 Phone: (714) 560-5446 1 E-mail: Rhashem@octa.net Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 131 Page 6 a C 2 d L a 9 4 m e z L c a www.AescoTech.com 57z a M % 4 e CL z o a a d V /a AESCO AESCO Proposal No. P6513 Statement of Qualifications ON -CALL A&E CONSTRUCTION TESTING and INSPECTION SERVICES1 COUNTY OF ORANGE, DEPARTMENT OF PUBLIC WORKS, CA AESCO has held the on -call contract with the County of Orange to perform construction materials testing and inspections for the past 4 years. The scope of work has included concrete, grout mix design; observe and document formwork construction; observe and document placement of reinforcing steel; slump, temperature, and air entrainment tests of fresh concrete; cast, cure and test concrete cylinders for compressive strength (core Testing); observation of post tensioned concrete; gamma and X-ray radiographic inspection; and hardness testing. Projects have included the following: Aliso and Woods Canyon Visitor Center Restroom Remodel at Laguna Niguel Park Bike Rental Expansion at Irvine Park Fireman's Memorial Relocation at Irvine Park Earthquake Repair at George Key Ranch Historic Park Year -Round Emergency Shelter at Kraemer Park CTO Training Rooms at GAO New Restroom and Entry at Orange County Zoo Electronic Transformer Replacement at Irvine Ranch Parking Structure P8 in Santa Ana TFC Secure Parking and Gates Wima Shade Structure at Mason Regional Park Probation Building Chiller and Cooler Replacement Laundry Rehabilitation at Orangewood Children's Center New Restrooms at Laguna Niguel Regional Park New Restrooms at Ted Craig Regional Park 800 MHz Building in San Clemente 800 MHz Building at OC Sherriff's Office Westminster Library Improvements Orange County Data Plant Refresh Rancho Santa Margarita Library Improvements ADA Office Restroom, Santa Ana Mile Square Regional Park Improvements Reference Mr. Ted Pittman, Project Manager III I County of Orange, Department of Public Works 1143 E. Fruit Street Building 1, Santa Ana, CA 927011 Phone: (714) 425-8880 1 E-mail: Ted.Pittman@ocpw.ocgov.com Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 141 Page 6 a C 2 d L a 9 4 m e z L c a www.AescoTech.com 57z a M % 4 e CL z o a a d V /a AESCO AESCO Proposal No. P6513 Statement of Qualifications Metrolink Parking Structure 10range Transportation Center, Orange, CA AESCO performed the materials testing and inspections and environmental engineering for the new Metrolink parking structure at the Orange Transportation Center located at 130 North Lemon Street, Orange, CA. The new structure is 5 stories high with 2 subterranean levels and provides parking for 611 vehicles. AESCO performed the reviews for shoring plans, mix designs and mill certificates for post -tension elevated slabs. AESCO also performed environmental engineering which consisted of soil sampling for site characterization, air monitoring for dust mitigation, remediation oversight, soil confirmation sampling for remediation closeout, and Emergency UST abandonment. Soil sampling was performed to test for creosote and hydrocarbons at the location of old subsurface railroad ties and at other random locations for clean-up verification. A crack monitoring program was also implemented to ensure that no damage occurred to existing structures in the area of construction. The materials testing and inspection included shotcrete, grading, post - tensioning, reinforced concrete, tie -backs, welding, rebar, mortar, footings, epoxy dowels, prestressed concrete, grout, drilled -in anchors, and compaction. Project Highlights: . Construction Inspection and Testing for multi -level parking structure . Preformed construction materials testing and inspections . Environmental Engineering including soil sampling, air monitoring, and remediation oversight. . Performed plan reviews for shoring, mix designs and mill certificates *Project awarded 2020 ASCE Transportation Award Start Date: 2017 Completion Date: 2019 Total Cost: $33.2 million Client: Hill International for OCTA Role: QC Inspection and Materials Testing, Environmental Engineering and Monitoring, Crack Monitoring Key Personnel Involved: Adam Chamaa, P.E., G.E., Amer Hazboon, P.E., Omar Chamaa Reference Michael Tahan, Senior Vice President I Hill International for OCTA/Caltrans 13130 B Inland Empire Boulevard, Ontario, CA 91764 Phone: (909) 262-4770 Fax: (909) 527-8590 1 E-mail: MIchaelTahan@hillintl.com Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 151 Page F a C 2 d L a 9 df m e z L c a www.AescoTech.com 57z a M % 4 e CL z o a a d V /a AESCO AESCO Proposal No. P6513 Statement of Qualifications Main Street, Talbert Street and Heil Street Pavement Rehabilitation I Huntington Beach, CA AESCO performed the construction materials testing and inspections for rehabilitation of the, pavement on Main Street (between Garfield Avenue and Delaware Street), Talbert Avenue (between Gothard Street and Newland Street) and Heil Avenue (between Edwards Street and Goldenwest Street), including reconstruction of curb and gutters, sidewalks and retaining wall improvements and asphalt paving removal and replacement. Testing and inspections included excavation bottoms, placement of all structural fill, concrete, rebar, crushed miscellaneous base, asphalt paving including base and surface layers. Project Highlights: . Construction Inspection and Testing for pavement rehabilitation . Plan review . Concrete and Asphalt Mix Design Review . Inspection and Testing for soils, asphalt, base, rebar, concrete Start Date: September 2016 Completion Date: December 2016 Total Cost: $2.7M Client: City of Huntington Beach Role: OC Inspection and Testing Key Personnel Involved: Adam Chamaa, P.E., G.E., Omar Chamaa, David Ryan, P.E. Reference Joe Dale, Senior Contract Administrator I City of Huntington Beach 1 2000 Main Street, Huntington Beach, CA 92648 1 Phone: (714) 536-5431, E-mail: jdale@surfcity-hb.or6 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 161 Page F a C 2 d L a 9 df m e z L c a www.AescoTech.com 57z a M % h e CL z o a a d V /a _ DIAZ•YOURMA14 8 AM513CIATUM �jtAZCCG4++l� 5fiWn[G3 OCTA OC Streetcar Project, Santa Ana, CA The OC Streetcar project consists of the design and construction of a two -track streetcar system from the Santa Ana Regional Transportation Center (SARTC) in Santa Ana to the proposed Regional Transit Connection and station in Garden Grove, approximately 4 miles. The project also includes design and construction of a maintenance and storage facility and two new bridge structures. The maintenance and storage facility is planned to house all light revenue maintenance functions, including operations. This will accommodate administration, operations, maintenance, repair bays, and parts storage. A maintenance building, a wash building, parking lots, and a fire lane are also included. PROJECT EXPERIENCE The Santa Ana River Bridge is an approximately 356-foot-long, 3-span, precast, pre -stressed concrete, Caltrans, wide -flange girder bridge. Spans vary from approximately 80 to 138 feet and will carry the OC Streetcar light rail tracks over the Santa Ana River and adjacent Santa Ana River Trail. Traffic on the bridge consists of two tracks. Two reinforced concrete pier walls were proposed for the river piers. Short seat abutments on a single row of cast -in -drilled -hole (CIDH) piles were proposed to minimize earthwork, accommodate thermal movements, and use the same foundation type as the piers. The Westminster Avenue UP was proposed as an approximately 23 1 -foot-long, 2-span, cast -in -place, post -tensioned concrete box girder bridge. Spans are approximately 111 to 120 feet long and will carry the OC Streetcar light rail tracks over Westminster Avenue. Traffic on the bridge consists of two tracks. High, cantilever abutments were proposed to minimize span length. A single, non -skewed, oblong column bent was proposed to fit within the available 14-foot median width, measured face-to-face of curb, on Westminster Avenue. DYA provided a Phase I Hazardous Waste Environmental Site Assessment for the portion of the project within OCTA's Pacific Electric Railway right-of-way from Harbor Boulevard to North Raitt Street and a geotechnical investigation for the entire alignment, including soil borings, laboratory analysis, engineering analyses, and geotechnical reports. DYA subsequently performed a supplemental environmental site investigation in the Pacific Electric right-of-way and has been providing construction support and observation services. Key DYA Personnel: S. Niranjanan, PE, GE — Geotechnical Manager Christopher M. Diaz, PE, GE — Geotechnical Principal Chaitanya (KC) Kukutla, EIT — Environmental Engineer Jorge Sandoval, PE, GE — Construction Observation Owner: Orange County Transportation Authority Mr. William Farthing, PE Program Manager 550 S. Main St. Orange, CA 92863 bfarthing(kocta.net 714-560-5813 DYA Client: HNTB Mr. Terry Nash Vice President 200 East Sandpointe Avenue, Suite 200 Santa Ana, CA 92707 tnash e,hntb.com 480-262-5994 Completion Date: 2020 (Fall) DYA Fees: $1,183,700 (To Date) AESCO AESCO Proposal No. P6513 Statement of Qualifications Projects that AESCO has worked on within and/or for the City of Santa Ana AESCO has held the on -call contract for materials testing and inspections and geotechnical and environmental engineering for the City of Santa Ana for the past 9 years. Santa Clara Sewer and Water Improvements Diamond Park Mutual Water Company Water Main Improvements First Street Bridge Replacement Project Parton Street Sewer Main Improvements Parton & Washington Street Westminster Sewer Replacement, Westminster Avenue East of Harbor Boulevard 17th Street Water Main Installation on Broadway and Bristol Walnut Pump Station Building Upgrade Lincoln Avenue and Santa Clara Flood Channel Emergency Project First Street Undercrossing Stormwater Lift Station 1200 block of First Street Utility Backfill for Multi -Streets in City of Santa Ana Cenntinela Yard Fire Rescue Pad 3401 Castor Street 3rd and Birch Street Parking Structure Warner & Susan Industrial Asphalt 16-6868 Plant RJ Noble III B 3 Orange Plant MS Megt Landscape Architecture, Center Street Urban Greening Fairview Maintenance Fairview and Segrestrom Parking Garage N. Spurgeon & 5th Street Paving Susan and South of McFadden Santa Ana Septic to Sewer Conversion Project Euclid Pavement Rehab San Lorenzo Sewage Lift Station Baker and Segestrom Civic Center Pavilion Plaza Pavement Condition Evaluation Shelton Street and West Wilshire Avenue OCTA Kitchen Project at the Santa Ana Bus Base 4301 McArthur Boulevard City Wide Residential Street Repair - Phase 15 Corner of MacArthur and Ramona Residential Street Repair Phase 16 & Santiago Park Roadway Improvement Edna Park 2140 W. Edna Dr, Santa Ana Broadway between McFadden & First Curb and Gutter Lyon Street Rehabilitation Chestnut Ave to First Street and Main -First intersection MacArthur Blvd. Rehabilitation - Bristol to Flower McFadden Rehabilitation, New Hope -Euclid Flower St. Bike Trail Gap Closure, MacArthur to Sunflower Phase 17 - Residential Street Repair, Lacy Street Local Street Slurry Seal 2013-2014 Santa Ana Zoo 1901 E. Chestnut Avenue Asphalt Coring Intersection Vance & Garfield Local Street Slurry Seal 2012-2013 Grand Widening from 1 st to 4th Street Maple Bike Trail Safety Enhancements at Occidental Street, Saint Andrew Place, and Saint Gertude Place Traffic Signal Installation at Raitt and Adams Street Class II Bike Lane on First Street Class II Bike Lane on Newhope Street Pico -Lowell Residential Street Repair Civic Center Drive Paving Construction Material Testing/ Inspection 18I Page Environmental and Geotechnical Engineering Services www.AescoTech.com 6"eediacy dfinezica 5776M 74C C7zaaad VA AESCO AESCO Proposal No. P6513 Statement of Qualifications Chestnut Avenue (Standard to Grand), Alley Improvements and Chestnut Avenue Rehab (Broadway to Main) El Salvador Park Improvements Traffic Signal Installation Newhope and Camille Modification on Segerstrom and Bear Volvo Dealership 1400 South Dan Gurney Drive McFadden Between Harbor and Newhope Stadium Concrete Repair 602 N. Flower St., Santa Ana Wilshire Ave and Bochard Avenue Water Main Improvements Bristol & Segerstrom Continuous Welding Inspection 3rd Street and Bush Street Restroom ADA Office Restroom 100-036-036-PF36-1400 1143 Fruit Street Warner & Susan Industrial Asphalt 16-6868 Plant RJ Noble III B 3 Orange Plan Santa Ana Utility Improvements OCPW OOCH Probation Building Chiller- Cooling Replacement 909 N. Main Street OCPW Parking Structure P8 301 W. 5th Street Trench and Backfill 1420 W. Memory Lane Residential Street Rehab Raitt Street and Bishop Street Thornton Park prefab restroom 1801 W. Segrestrom Avenue Septic to Sewer Deodar & 17th Street Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 191 Page F"eediacy '4Mezica 5776M 74C C7zaaad VA AESCO AESCO Proposal No. P6513 Statement of Qualifications Section F: References Client: City of Huntington Beach Contact: Mr. Joe Dale, Contracts Manager Address: 2000 Main Street, P.O. Box 190, Huntington Beach, CA 92648 Phone No.: (714) 334-0118 Email: ; dl ale@surfcity-hb.org Services: On -Call Contract for Geotechnical and Environmental Engineering, Materials Testing and Inspection Dates: 2003-present Client: County of Orange Department of Public Works Contact: Mr. Ted Pittman, Project Manager Address: 1143 East Fruit Street, Building 1, Santa Ana, CA 92701 Phone No.: (714) 647-3947 Email: Ted.Pittmangocpw.ocgov.com Services: On -Call A/E Construction Testing and Inspection Services -Concrete Testing and Inspections Dates: 2015-present Client: City of Santa Ana Contact: Mr. Tyrone Chesanek, Senior Civil Engineer Address: 20 Civic Center Plaza, Santa Ana, CA 92702 Phone No.: (714) 647-5045 Email: TChesanekAsanta-ana.org Services: On -Call Contract for Materials Testing and Inspection Dates: 2011-present Client: OC 405 Partners for OCTA and Caltrans Contact: Mr. Azaam Saad, P.E., Contracts Manager Address: 3100 W. Lake Center Dr. 2nd floor, Santa Ana, CA 92704 Phone No.: (714) 318-3902 Email: A.saadC oc405.com Services: Quality Verification Materials Testing and Inspections Dates: 2018-present Client: City of Costa Mesa Contact: Mr. Bobby Fouladi, P.E., Associate Engineer Address: 77 Fair Drive, Costa Mesa, CA 92626 Phone No.: (714) 754-5222 Email: Bobby.Fouladi@CostaMesaCA.Gov Services: On -Call Engineering Services Dates: 2016-present Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 201 Page 6 a C 2 d L a 9 df m e z L c a www.AescoTech.com 57z a M % h e CL z o a a d V /a AESCO RESUMES AESCO Proposal No. P6513 Statement of Qualifications Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 211 Page gaitdlaq 4mezlca 7zaM 74e Cfzaaod 71A AESCO AESCO Proposal No. P6513 Statement of Qualifications Adam Chamaa Engineering Manager, M.S.C.E.,P.E.,G.E.----------------� Registered civil and geotechnical engineer with over 25 years of Education: ' experience as geotechnical engineer and quality control/quality M.S. Civil ' assurance (QC/QA) manager. Responsible for QC/QA engineering for i Engineering, new construction, foundations, sewer installations, roadway surfaces Geotechnical and during and after installation, design of de -watering systems, pump Highway Design; Louisiana Technical stations, and assessment of soil -related environmental contamination. University, Ruston, LA, Provided geotechnical design recommendations for new construction ; 1985. for municipal, governmental and commercial projects throughout California. B.S., Civil Engineering, ' Louisiana Technical Specific Project Experience University, Ruston, Louisiana, 1982 Widening of the 91 Freeway -Orange and Riverside Counties Registrations: i Engineering Manager: Mr. Chamaa was the Engineering Manager for materials ' 1 California No. C53992 testing and inspection during the widening of the 91 Freeway for Caltrans. (Civil) ' The widening project included the construction of new lanes on the east and California No. C2784 westbound sides, new retaining walls, bridges, slope stability of cuts, rock i (Geotechnical) exploration, etc. The testing and inspection services included a review of the Nevada No. 022245 concrete mix designs, concrete testing and inspection, concrete batch plant i (Civil) inspection, pile inspection and logging, rebar inspection, aggregate testing, L _ _ _ _ _ _ _ _ _ _ _ _ welding inspection, subgrade testing and inspection, base material evaluation and testing, compaction testing and inspection, and asphaltic concrete testing. Perris Valley Line Commuter Rail Extension Project- Riverside County Engineering Manager: Mr. Chamaa was the Engineering Manager for quality control inspection and materials testing and geotechnical engineering services for the Riverside County Transportation Commission. The project involves a 24-mile extension of the existing 512-mile Metrolink commuter rail system from Riverside to Perris. 14-Inch Water Line Installation under Huntington Harbor Channel -City of Huntington Beach Engineering Manager: Mr. Chamaa was the Engineering Manager for a geotechnical investigation for a new 14-inch diameter water line composed of High Density Polyethylene (HDPE) pipe for the City of Huntington Beach. The length of the new pipe ranged from 750 feet to 950 feet. The pipe was installed beneath the Huntington Harbor bottom which is at an approximate depth of 20 feet below high sea level. The water line connected to existing water systems on either side of the channel. Alameda Corridor, Temple Avenue 4th Track Improvements -Pomona Engineering Manager: Mr. Chamaa was the Engineering Manager for the preparation of the QC/QA manual and supervised materials testing and inspection during construction of a new railroad grade separation. The project included railroad bridges, retaining walls, depressed roadways, utility relocations, roadway bridges, channel walls and drainage ditches. Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 221 Page g a i t d i a q 4 m e z i c a www.AescoTech.com 7 z a m % 4 e Cf z a a o d 'U A ArEsco AESCO Proposal No. P6513 Statement of Qualifications Design/Build SR-22 Freeway Widening -Garden Grove Engineering Manager: Mr. Chamaa was the Engineering Manager for the inspection and mix design alternatives and recommendations for the Portland Cement Concrete (PCC) and Lean Concrete Base for the widening and overall improvement for Orange County Transit Authority (OCTA) and Caltrans. Mr. Chamaa worked with the design team and the contractor to qualify aggregate testing and evaluation of the concrete and performed on -site mix design trials. Recommended the most appropriate mix design and additives based on California Test methods. Supervised the testing of concrete products during placement which included aggregate testing, concrete cylinders, LCB samples and flexural strength beam tests. Supervised the flexural strength of the concrete during the pavement construction. Calico Solar Plant Access Bridge -San Bernardino County Engineering Manager: Mr. Chamaa supervised and reviewed the geotechnical recommendations for foundation design for the proposed bridge structure and retaining walls for the BNSF railroad. Preliminary geotechnical recommendations including pile load design data for caissons, driven piles, tip -bearing piles, and friction piles, as well as lateral loads were provided. A review of existing geotechnical and seismic data was conducted for projects in the vicinity. Plant No. 1 Sludge Dewatering Project -Fountain Valley Engineering Manager: Mr. Chamaa was the Engineering Manager for the construction materials testing and inspections for the sludge dewatering project at Plant 1 for Orange County Sanitation District. This project was to enhance the use of existing digesters, and replace the existing sludge handling facility. The new dewatering equipment will remove more water from the biosolids than existing facilities, which in turn will reduce the hauling cost to remote sites. First Street Bridge Replacement -Santa Ana Engineering Manager: Mr. Chamaa supervised the construction materials testing and inspections during the bridge replacement. Testing and inspections were conducted on piles, welding, structural steel, precast concrete, concrete, asphalt, mix designs, etc. Ranger Sewer Lift Station No. 16 — City of Huntington Beach Engineering Manager: Mr. Chamaa was the Engineering Manager for the geotechnical investigation and the materials testing and inspection for construction of Ranger Sewer Lift Station No. 16 in the City of Huntington Beach. The new lift station was 24 feet by 24 feet in plan dimension and was placed at a depth of 18 feet below the existing ground surface. Recommendations were made for a mat foundation, dewatering during construction, waterproofing, pipe bedding, lateral pressures, and shoring. Belmont Pool Rebuild -Revitalization -City of Long Beach Engineering Manager: Mr. Chamaa was the Engineering Manager for the geotechnical and Phase II environmental investigation for the new Belmont Pool for the City of Long Beach. The project generally consists of constructing an indoor pool which is approximately 85 feet by 190 feet in plan dimension housed inside an approximately 60, 000 square foot structure. An outdoor pool with a plan dimension of approximately 85 feet by 185 feet will be located just east of the structure. Construction Material Testing/ Inspection , Environmental and Geotechnical Engineering Services 23 I I a g e g a i t d i a q 4 m e z i c a www.AescoTech.com 7 z a m % 4 e Cf z a a o d ZI A AESCO AESCO Proposal No. P6513 Statement of Qualifications Russell Scharlin Senior Geotechnical Engineer/Quality Control Manager, P.E., G.E. Russell Scharlin is a senior geotechnical engineer with over 30 years of experience in civil and geotechnical engineering. Primary responsibilities include performing all aspects of construction management, geotechnical engineering and environmental studies. Mr. Scharlin has provided design and construction management services related to pavements and foundations for numerous structures, bridges, pump stations, freeways, tanks, communication towers and other structures. Specific Project Experience Seismic Remediation-Elevated Roadway -John Wayne Airport, Santa Ana Quality Control Manager: Mr. Scharlin was the Quality Control Manager for the seismic retrofit of the bridge structure located at the John Wayne Airport. The project was for the County of Orange and Caltrans. The project consisted of installation of 64 steel column casings at select concrete column locations, enlargement of selected foundation pile caps, installation of new expansion joints at terminal vehicle ramps and walkways, detensioning and retensioning of slab tendons and miscellaneous pavement and sidewalk improvements. Also prepared the Construction Quality Control Plan and the Welding Quality Control Plan. Education: M.S., Civil Engineering (Geotechnical), University of California at Davis B.S., Civil ' Engineering, University of California at Davis 40-hour Health and Safety Training i Registrations: ' Geotechnical Engineer, State of 1 California ' Civil Engineer, State of California i (Mr. Scharlin is also registered in several other states.) ----------------� Perris Valley Line Commuter Rail Extension Project -Riverside County Quality Control Manager: Mr. Scharlin was the Quality Control Manager for quality control inspection and materials testing and geotechnical engineering services for the Riverside County Transportation Commission. The project involves a 24-mile extension of the existing 512-mile Metrolink commuter rail system from Riverside to Perris. Sand Canyon Grade Separation -Irvine Quality Control Manager: Mr. Scharlin was the Quality Control Manager for the materials testing and inspections for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine. The project includes the construction of a rail underpass, retaining walls, railroad relocation, storm drains, utility relocations, Sand Canyon Avenue relocation, and a new pump station. Third parties involved in the project include the City of Irvine, the Southern California Regional Rail Authority, Caltrans, and the Irvine Ranch Water District. Puente Hills Intermodal Facility and Railroad Improvements -Industry Quality Control Manager: Mr. Scharlin was the Quality Control Manager for construction of the Intermodal Facility where waste will change from transportation by trucks to trains to the Mesquite Landfill in Brawley, California. The project included the construction of a new roadway corridor constructed in a trench, a new pump station placed 40 feet below finished grade, a new administration building, a new maintenance building with a below grade basement, and a 144 foot long storm drain. Construction Material Testing/ Inspection 24I Page Environmental and Geotechnical Engineering Services www.AescoTech.com gaitdlaq 4mezlca 7zam 74e Cfzaaod %(,4 ArEsco AESCO Proposal No. P6513 Statement of Qualifications Auto Center Drive/BNSF Railroad Grade Separation -Corona Quality Control Manager: Mr. Scharlin was the Quality Control Manager for the geotechnical and materials testing and inspection services for the project which was for Riverside County Transportation Commission and the City of Corona. The project consists of constructing a four -lane overcrossing at Auto Center/BNSF railroad tracks. Construction required a bypass roadway, associated roadway improvements, retaining walls, storm drain, sewer line, utilities, and CIDH piling foundations. Olinda Landfill -Gas to Energy Facilities — City of Yorba Linda, County of Orange Quality Control Manager: Mr. Scharlin was the Quality Control Manager for construction materials testing and inspection services during construction of the gas to energy facilities at the Brea-Olinda landfill for the City of Yorba Linda and the County of Orange. The facilities included the installation of gas turbines mounted on concrete slabs, a combustion turbine generator, chilled water systems, polishing systems, compressed air systems, a step-up transformer, switch gears, axillary transformers, a main building and control room, trenching and piping, and miscellaneous structures. New access roads were also constructed. Warner Avenue Gravity Sewer Lift Station C — City of Huntington Beach Quality Control Manager: Mr. Scharlin was the Quality Control Manager for the construction materials testing and inspection and for the geotechnical and environmental Phase II investigations for a new lift station facility. The project consisted of the replacement of the existing Lift Stations B and C and the Sunset Beach Sanitary Lift Station with a new Lift Station C. The submersible lift station incorporated a 14 foot by 26 foot by 22 foot deep wet well. The bottom of the well foundation was approximately 26 to 27 feet below existing grade. The new lift station also included an 8-foot deep valve vault which was 15 feet by 10 feet in plan dimension, a 60 kW outdoor generator, and electrical panels. Ranger Sewer Lift Station No. 16 — City of Huntington Beach Geotechnical Engineer: Mr. Scharlin was the Geotechnical Engineer for the geotechnical investigation and the materials testing and inspection for construction of Ranger Sewer Lift Station No. 16 in the City of Huntington Beach. The new lift station was 24 feet by 24 feet in plan dimension and was placed at a depth of 18 feet below the existing ground surface. State College Boulevard Grade Separation -Fullerton Quality Control Manager: Mr. Scharlin was the Quality Control Manager for the replacement of the at -grade railroad crossing by construction an underpass for State College Boulevard beneath the existing BNSF railroad. The City of Fullerton and the Orange County Transportation Authority (OCTA) constructed a vehicle undercrossing at the intersection of State College Boulevard and the Burlington Northern Santa Fe Railway. The roadway was lowered between Santa Fe Avenue to the north to approximately 500 feet south of Valencia Drive to the south. Construction consisted of a temporary railroad shoo -fly, a railroad bridge, retaining walls, a pump station, pavement and utilities reconstruction. AESCO performed QA inspection and testing for earthwork, foundation installation, concrete, reinforcing steel and pavement reconstruction. Construction Material Testing/ Inspection , Environmental and Geotechnical Engineering Services 25 I I a g e g a i t d i a q 4 m e z i c a www.AescoTech.com 7 z a m % 4 e Cf z a a o d ZI A AESCO AESCO Proposal No. P6513 Statement of Qualifications David J. Ryan Senior Engineer, P.E.----------- - - - - -� Registered civil engineer with over 40 years of experience as materials Civil i Engigi neering, , testing, special inspection services manager. Responsible for laboratory University of Illinois, and field testing services on materials such as concrete, soils, i Champaign -Urbana, aggregates, reinforcing steel, structural steel, high strength bolting and 1973 welded structures. Registrations: i California No. C49661 Specific Project Experience (Civil) Beach Boulevard Water Main Extension Project -City of Huntington Beach , and Caltrans , L-------------- Senior Engineer: Mr. Ryan was the Senior Engineer for a 1500 foot extension -- of a water main on Eastbound Beach Boulevard between South Warner Avenue and Robidoux Drive and West Beach Boulevard to East Beach Boulevard at Holt in the Caltrans right-of-way. The entire project was constructed at night to accommodate traffic on Beach Boulevard. The testing and inspections included the placement of all structural fill and backfill, concrete testing and inspection, subgrade and aggregate base placement and compaction, asphalt paving construction (base and surface layers), rubber asphaltic concrete, slurry backfill, and inspection of three kinds of pipe-pvc, ductile iron, concrete mortar steel lined pipe, and pvc water lines, valves, fittings and the existing lines connections. Mr. Ryan attended the preconstruction meeting, worked closely with AESCO and the City's engineers to provide approval of material submittals, response to RFI's, assisted in the resolution of construction matters, change orders, maintained the daily diary and the QA/QC logs. Mr. Ryan also coordinated street closure and traffic control to verify that it was in accordance with Caltrans requirements, encroachment permits, noise control, vibration monitoring, and SWPP. Dave reviewed daily work tasks with the Contractor and verified that work was proceeding in accordance with plans and specifications, alerted contractor to project requirements, verified depth of asphalt and aggregate base and measured that the roadway met the required depth of asphalt and aggregate base nightly. Also verified the trench backfill, pipe bedding and rolling and compaction of the asphaltic concrete. Tracked construction schedule and quantities of materials. Reviewed contractor payment schedule. Worked closely with the City of Huntington Beach Senior Construction Project Manager. Long Beach Main Pumping Plant, Los Angeles County Sanitation District -Long Beach Senior Engineer: Mr. Ryan was the Senior Engineer for the quality control inspection and materials testing and geotechnical engineering services for the contractor for the Los Angeles County Sanitation District for the New Main Pumping Plant. The project involved a 50-foot wet well next to the existing plant along the 710 Freeway, adjacent to the Port of Long Beach. Forty separate structural concrete pours were performed below grade which required mass concrete -thermal control. Gerald Desmond Bridge Replacement -Port of Long Beach Laboratory Quality Control Manager: Mr. Ryan was the Laboratory Quality Control Manager for production testing of all reinforcing steel splices in accordance with Caltrans procedures for the replacement of the existing bridge. Sampling and testing were performed for rebar welded hoops, couplers, and reinforcing bars during construction of the foundations for the new bridge. Construction Material Testing/ Inspection , Environmental and Geotechnical Engineering Services 26 I I a g e g a i t d i a q 4 m e z i c a www.AescoTech.com 7 z a m % 4 e Cf z a a o d 'U A AESCO AESCO Proposal No. P6513 Statement of Qualifications Lakeview Avenue Grade Separation -Anaheim and Yorba Linda Senior Engineer: Mr. Ryan was the Senior Engineer for preparation of the QC/QA manual and supervised materials testing and inspection during construction of a new railroad grade separation at the BNSF track. The project included railroad bridges, retaining walls, depressed roadways, utility relocations, roadway bridges, channel walls and drainage ditches. Design/Build Modernization for Terminal 1, Redevelopment Program for Terminal 7 and Modernization of Terminal 6-Los Angeles World Airport for the City of Los Angeles Senior Engineer: Mr. Ryan was the Senior Engineer for the special inspection and testing for three design/build projects at terminals 1, 6 and 7 for Southwest and United Airlines and for Westfield Properties. The scope of work included testing of the subgrade, base and concrete pavement for aprons, and asphaltic concrete tests on the areas between taxiways and utility trenches on the operation areas of the airport. Inside the terminals, concrete, masonry, fireproofing, structural steel with high strength bolting and welding special inspections were provided on a 24/7 basis during construction to seismically upgrade the 45 year old structures. Supervised a work force of eight inspectors working 2 shifts per day which was required to complete the project while keeping the terminals open. Baldwin Park Pumping Plant — Olsson Construction for Covina Irrigating Company Senior Engineer: Mr. Ryan was the Senior Engineer for the site preparation report for remedial grading of the existing Covina Irrigation Company Baldwin Park Pumping Plant in Baldwin Park, CA. The existing plant is being upgraded, requiring removal of existing fill containing miscellaneous debris found to a depth of 6 feet below grade. At the locations of the proposed structures, AESCO monitored the removal of the existing fill and replacement with compacted imported select fill. Various School Improvement Projects -Los Angeles Unified School District Senior Engineer: Mr. Ryan was the Senior Engineer for the construction materials testing for the improvements at various grade school, middle school and high school campuses throughout the LAUSD. Mr. Ryan performed rebar inspection, foundation inspection, compaction testing and inspections, concrete testing and inspection, etc. Los Angeles Interoperative Communications System -Los Angeles County Senior Engineer: Mr. Ryan was the Senior Engineer for numerous sites throughout Los Angeles County for the new emergency communications system. The facilities generally consist of self- supporting towers and equipment support slabs. The towers vary in height up to 180 feet. Materials testing services included inspection and testing of concrete, foundations and cast -in -place drilled holes (caisson). Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 27 I I, a g e g a i t d i a q 4 m e z l c a www.AescoTech.com 7 z a m % 4 e Cf z a a o d ZI A AESCO AESCO Proposal No. P6513 Statement of Qualifications Debra Perez Project Manager Debra Perez has been a project manager for various geotechnical and environmental engineering projects for over 30 years. Ms. Perez has been project manager for a variety of projects including construction of new above ground oil storage tanks for ARCO, City of Lynwood Senior Center, new natural gas pipelines and steam generating facilities for Southern California Edison, several freeway and road projects including new embankment fills, new bridges, grade separations, pavement design and survey of existing road conditions, and new telecommunications facilities throughout California. Ms. Perez' experience includes hazardous waste investigations, supervision of the soils laboratory and preparing reports for compaction, preliminary soil investigation, distress investigation, and slope repair projects. Specific Project Experience Education: Civil Engineering, Graduate Studies Program, California State University, Long Beach, California B. S., Renewable Natural Resources, University of California, Davis, 1978 ---------------------' Gold Line Foothill Extension Phase 2B, Azusa to Montclair- Los Angeles County Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation for drainage and road crossings for the Gold Line Foothill Extension Azusa to Montclair project for the Los Angeles County Metropolitan Transportation Authority. The project follows the right-of-way (ROW) of the old Atchison, Topeka and Santa Fe Railway's Second Division through the Foothill Cities. Belmont Pool Rebuild -Revitalization -City of Long Beach Project Manager: Ms. Perez was the Project Manager for a geotechnical and Phase II environmental investigation for the new Belmont Pool for the City of Long Beach. The project generally consists of constructing an indoor pool which is approximately 85 feet by 190 feet in plan dimension housed inside an approximately 60, 000 square foot structure. The structure will include a second -story banquet facility, locker rooms, restrooms, pool storage, offices and a basement level mechanical room. An outdoor pool with a plan dimension of approximately 85 feet by 185 feet will be located just east of the structure. There will also be a restaurant near the southwest side of the structure. Two small pools will also be constructed; a teaching pool just south of the indoor pool and an outdoor recreation pool just south of the outdoor pool. Soil samples were collected and tested for hydrocarbon, heavy metals, volatile organics, and BTEX. Water samples were collected and tested for the presence of petroleum hydrocarbons and motor oil. Geotechnical recommendations were provided for prestressed concrete piles and drilled pier foundations. Recommendations for shallow foundations were also provided. Recommendations were also provided for a basement structure including shoring and excavation. Soundwalls for the 210 Freeway -Los Angeles County Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation for new soundwalls on the 210 Freeway in Los Angeles County for Caltrans. The project included logging and classification of soil borings, laboratory testing and foundation design recommendations for new bridge and retaining structures and soundwalls. A geologic seismic hazards screening was also performed. Research was conducted on existing geotechnical and geologic reports. Construction Material Testing/ Inspection , Environmental and Geotechnical Engineering Services 28 I I a g e g a i t d i a q 4 m e z l c a www.AescoTech.com 7 z a m % 4 e Cf z a a o d 'U A ArEsco AESCO Proposal No. P6513 Statement of Qualifications Highway 330 Emergency Repair -Big Bear Project Manager: Ms. Perez was the Project Manager responsible for providing geotechnical engineering services for the road failure due to culvert collapse for the Highway 330 emergency repair in Big Bear for Caltrans. Recommendations for grout injection, open excavation construction, shoring requirements, fill backfill were provided. Auto Center Drive/BNSF Railroad Grade Separation -Corona Project Manager: Ms. Perez was the Project Manager for the geotechnical and materials testing and inspections for the Auto Center Drive grade separation project for the City of Corona and Riverside County Transportation Commission. The project consisted of constructing a four -lane overcrossing at Auto Center/BNSF railroad tracks. Construction required a bypass roadway, other roadway improvements, retaining walls, utilities and CIDH piling foundations. Calico Solar Plant Access Bridge -Barstow Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation for foundation design for the Calico Solar Plant Access Bridge in the Barstow area of San Bernardino County. The project consisted of the bridge structure and retaining walls for the BNSF railroad. Storm Drain Replacement on the SR-21-Murrieta Project Manager: Ms. Perez was the Project Manager for a geotechnical investigation for the storm drain emergency replacement on the SR-215 for Caltrans District 8. Supervised the laboratory testing and provided the required geotechnical recommendations for the shoring design of the construction excavation, provided construction procedures for the storm drain replacement. On -Ramp Widening, Eastbound SR-91 Freeway at Beach Boulevard -Buena Park Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation and materials testing and inspection services for the widening of the Eastbound SR-91 Freeway On -Ramp at Beach Boulevard for the City of Buena Park, a Caltrans oversight project. An environmental investigation and Aerially Deposited Lead study was also performed. State College Boulevard Grade Separation -Fullerton Project Manager: Ms. Perez was the Project Manager for the replacement of the at -grade railroad crossing by construction an underpass at State College Boulevard beneath the existing BNSF railroad for the City of Fullerton. Construction consists of a temporary railroad shoo -fly, a railroad bridge, retaining walls, a pump station, pavement and utilities reconstruction. Generator Building, VA Hospital -Long Beach Project Manager: Ms. Perez was the Project Manager for a geotechnical investigation for a new single -story generator structure. Logging and sampling of several borings, laboratory testing, and a seismic and geologic review were performed. Recommendations were provided for shallow foundations. Construction Material Testing/ Inspection , Environmental and Geotechnical Engineering Services 29 I I a g e g a i t d i a q 4 m e z l c a www.AescoTech.com 7 z a m % 4 e Cf z a a o d ZI A AESCO AESCO Proposal No. P6513 Statement of Qualifications Omar Chamaa r-------------, Inspector and Field Engineer, E.I.T. i Education: i , Mr. Omar Chamaa has over 15 years of experience in the field and in laboratory testing I California State and inspection of construction materials such as concrete, steel, anchors, soils and University, Long grading. Mr. Chamaa has performed construction materials testing and inspections for Beach. B.S. Civil i , multiple Caltrans and OCTA projects, which included bridges, roadways, utilities, Engineering, 2009. , foundations, pipeline installations, lift stations and retaining wall construction. Mr.' ' � Professional i Chamaa was responsible for construction material approval, such as: select fill, Certifications: foundation excavation, slope cut, steel installation, and concrete mix design for various EIT ' projects. He attended construction meetings to discuss material approvals, deficiencies, , ICC Certified modifications, as well as providing final observation reports to the client. ; Concrete Inspector ' CalTrans ' Specific Project Experience Certificate of Widening of the I-405 Freeway, Euclid St. to I-605-Orange County, CA ' Proficiency, � Project Manager: Mr. Chamaa is the Project Manager for the Quality Verification ; Flexural Strength materials testing and inspection during widening of the 1-405 Freeway between Euclid of PCC, Grading, , Street and the 1-605 Freeway, a total of 16 miles, for OCTA and Caltrans. The widening Compressive ' project includes construction of new lanes on the southbound and northbound sides, , Strength, Concrete retaining walls, bridges, etc. The testing and inspection services include a review of i Curing, Making , Beams, Rapid Set concrete mix designs, concrete testing and inspection, concrete batch plant inspection, Concrete, etc. pile inspection and logging, rebar inspection, aggregate testing, welding inspection, ; City of Newport subgrade testing and inspection, base material evaluation and testing, compaction testing Beach Registered and inspection, and asphaltic concrete testing. Mr. Chamaa also prepared the Quality Deputy Building i Manual for the project including all forms. i Inspector City of Garden First Street Bridge Replacement -City of Santa Ana Grove Registered Inspector: Mr. Chamaa was the Inspector for the construction materials testing and De � p �' Building ng ' inspections during the replacement of the bridge. Geotechnical services consisted of pile ' Inspector � driving parameters evaluation and selection of fill materials. Testing and inspections i ACI Certified, i , were conducted on piles, welding, structural steel, precast concrete, concrete, asphalt, , Concrete Field , Testing Technician � mix designs, etc. ACI Certified, Concrete ' Warner Avenue Gravity Sewer Lift Station C - City of Huntington Beach, CA Laboratory Testing � Field Engineer. Mr. Chamaa was the Field Engineer for the construction materials testing i Technician and inspection and for the geotechnical and environmental Phase 11 investigations for a City of Long new lift station facility. The project consisted of the replacement of the existing Lift Beach Registered i Stations B and C and the Sunset Beach Sanitary Lift Station with a new Lift Station C. The i Deputy building submersible lift station incorporated a 14 foot by 26 foot by 22 foot deep wet well. The ; Inspector bottom of the well foundation was approximately 26 to 27 feet below existing grade. The City of Riverside new lift station also included an 8-foot deep valve vault which was 15 feet by 10 feet in Registered Deputy plan dimension, a 60 kW outdoor generator, and electrical panels. Inspector Certified Radiation i 14-Inch Water Line Installation under Huntington Harbor Channel -City of SafetyandNuclear Gage Huntington Beach, CA - - - - - - - - - - - - -! Field Engineer: Mr. Chamaa was the Field Engineer for a geotechnical investigation for a new 14-inch diameter water line composed of High Density Polyethylene (HDPE) pipe. The length of the new pipe ranged from 750 feet to 950 feet. The pipe was installed beneath the Huntington Harbor bottom which is at an approximate depth of 20 feet below high sea level. The water line connected to existing water systems on either side of the channel. Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 30I Page b' u i 2 d i u df r� e z l c a www.AescoTech.com 7 z a m % 4 e Cf z a u u d 'U A ArEsco AESCO Proposal No. P6513 Statement of Qualifications Broadcom Headquarters -Irvine Inspector: Mr. Chamaa was the Inspector for the quality control inspections for the two bridge structures during the first phase of construction of the Broadcom headquarters in Irvine. One bridge on the north side has two lanes, two sidewalks and planters and is for access to the new structures. This bridge is approximately 180 feet by 90 feet in plan dimension. The second bridge consisted of a pedestrian plaza with a fire lane access and is approximately 450 feet by 150 feet in plan dimension. Marine Way has been extended beneath the bridge allowing access to the Great Park in Irvine. Materials testing and inspections consisted of reinforcing steel and concrete for footings, columns, retaining walls, bridge deck, approach slabs, wing walls, Caltrans barrier rails, and Caltrans sidewalks. Pile caps, post -tensioning for the foundations and slabs were also inspected as well as the electrical layouts, falsework for the bridge deck and concrete forms. Olinda Landfill -Gas to Energy Facilities-Yorba Linda Field Engineer and Inspector: Mr. Chamaa was the Field Engineer and Inspector for construction materials testing and inspection services during construction of the gas to energy facilities at the Brea-Olinda landfill. The facilities included the installation of gas turbines mounted on concrete slabs, a combustion turbine generator, chilled water systems, polishing systems, compressed air systems, a step-up transformer, switch gears, auxillary transformers, a main building and control room, trenching and piping, and miscellaneous structures. New access roads were also constructed. Sand Canyon Grade Separation -Irvine Inspector: Mr. Chamaa was the Inspector for the materials testing and inspections for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine. The project includes the construction of a rail underpass, retaining walls, railroad relocation, storm drains, utility relocations, Sand Canyon Avenue relocation, and a new pump station. Third parties involved in the project include the City of Irvine, the Southern California Regional Rail Authority, Caltrans, and the Irvine Ranch Water District. Newland Street Widening — City of Huntington Beach and County of Orange Inspector: Mr. Chamaa was the Inspector for the construction materials testing and inspection for the widening of the reinforced concrete bridge at Huntington Channel. Newland Street was widened from 20 to 40 feet to 44 feet to 48 feet in width. The testing and inspection serviced included a review of the concrete mix designs, concrete testing and inspection, rebar inspection, aggregate testing, subgrade testing and inspection, base material evaluation and testing, asphalt batch plant inspection, and asphaltic concrete testing. An investigation of an existing sink hole was also performed. Coring of the existing asphalt was performed to determine the thickness of the existing asphalt. Roadway Improvements -Nichols Avenue — City of Huntington Beach Field Engineer: Mr. Chamaa was the Field Engineer for the geotechnical recommendations for the Nichols Lane in an area which included heavy trash truck traffic to provide pavement and subgrade recommendations for rehabilitation of the existing pavement. Traffic control plans and traffic control were also performed. Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 31 I Page b' u i 2 d i u df r� e z l c a www.AescoTech.com 7 z a m % 4 e Cf z a u u d ZI A AESCO AESCO Proposal No. P6513 Statement of Qualifications Giovanni Mikhail r--------------------- Inspector i , Education: Mr. Mikhail, has over 11 years of experience in the field and in construction materials B.A., Business, Devey testing and inspection services for concrete, masonry, steel, anchors, soils, and grading. University, in progress He is experienced in performing compaction testing, foundation inspections and subgrade inspection and testing. Professional ; Certifications: County of Los Specific Project Experience Angeles Certified Sand Canyon Grade Separation -Irvine, CA Deputy Inspector Inspector: Mr. Mikhail was the Inspector for the Sand Canyon Grade Separation project masonry at the 5 Freeway in Irvine for Caltrans and OCTA. The project includes the construction County of Los of a rail underpass, retaining walls, railroad relocation, storm drains, utility relocations, Angeles Certified Sand Canyon Avenue relocation, and a new pump station. Mr. Mikhail performed Deputy inspector inspection and testing of the compaction, asphalt, subgrade, structural backfill, and concrete foundation excavations. ICCStructural Masonry Certified ' Newport Force Main Rehabilitation -Orange County Sanitation District, Newport Beach, Inspector ICC Reinforced CA Concrete Certified Inspector: Mr. Mikhail was the Inspector for the construction materials testing and Inspector ' inspections for the rehabilitation of the Newport Force Main located on West Coast ACI Certified, , Highway between Dover Drive to 61st Street in Newport Beach. There are two force Concrete Field ' mains on both sides of the street. Testing and inspections included compaction and Testing Technician density testing of asphalt and subgrade and concrete testing and inspections. Certified Radiation Inspections and testing of compaction and density testing of asphalt pavement, and Safety and Nuclear subgrade and concrete testing and inspections were performed. Gage Operator Caltrans Certificate of ; Warner Avenue Sinkhole Emergency Response -City of Huntington Beach and County of Proficiency for: Air Orange CA Content, Freshly Inspector: Mr. Mikhail was the Inspector for an emergency response to assist the City of Mixed Concrete, Huntington Beach to investigate the cause of a sinkhole which formed in one of the main Pressure, Density of ; thoroughfares within the City. The sinkhole was approximately 17 feet by 14 feet and 20 Fresh Concrete, feet in depth. The sinkhole destroyed the existing manhole, water main and multiple Flexural Strength of sewer line connections. PCC (Fabrication only), Widening of the 1-405 Freeway, Euclid St. to 1-605-Orange County, CA Ball Penetration in Fresh Portland Inspector: Mr. Mikhail was the Inspector for the Quality Verification materials testing Cement Concrete, ; and inspection during widening of the 1-405 Freeway between Euclid Street and the I- Sampling Freshly 605 Freeway, a total of 16 miles, for OCTA and Caltrans. The widening project includes Mixed construction of new lanes on the southbound and northbound sides, retaining walls, Concrete, PCC bridges, etc. The testing and inspection services include a review of concrete mix Cylinder Fabrication, ; designs, concrete testing and inspection, concrete batch plant inspection, pile inspection Slump of Fresh and logging, rebar inspection, aggregate testing, welding inspection, subgrade testing Portland Cement and inspection, base material evaluation and testing, compaction testing and inspection, Concrete, and asphaltic concrete testing. Mr. Mikhail also prepared the Quality Manual for the Temperature of project including all forms. Freshly Mixed Portland Cement ' Concrete ---------------------- Construction Material Material Testing/ Inspection 321 Page Environmental and Geotechnical Engineering Services www.AescoTech.com gaitdlaq 4mezlca 7zam 74e Cfzaaod %(,t AESC O AESCO Proposal No. P6513 Statement of Qualifications Tariq Abdullah Senior Laboratory Technician Mr. Tariq Abdullah has over 15 years of experience in the field and in laboratory testing of construction materials such as concrete, steel, asphalt, and soils. Tariq is experienced in conduction ---------------------, testing in accordance with ASTM, AASHTO and Caltrans. Mr. Abdullah is proficient in Education: conducting sieve analysis, testing of asphalt concrete using Marshall Max, specific gravity Karachi University, (Rice), ignition method for extraction/gradation, flow stability and moisture content from Pakistan. B.S. microwave oven methods. He is adept in the use of Hveem method for stability and Geologic Science, paraffin max density for specific gravity at 25 degrees Celsius. Tariq has also tested and 1988. fabricated concrete cylinders, mortars, prisms, masonry cores and grout samples to determine concrete strength through use of the compressive strength machine; and is Professional proficient in the laboratory testing of soil including moisture content, plasticity index, Certifications: expansion, particle size analysis, R-Value, direct shear, consolidation, etc. Mr. Abdullah is ACI also experienced in the testing and inspection of soil and asphalt during grading. Caltrans NICET ---------------------- Specific Project Experience Widening of the 1-405 Freeway, Euclid St. to 1-605-Orange County, CA Senior Laboratory Technician: Mr. Abdullah is the Senior Laboratory Technician for the Quality Verification materials testing and inspection during widening of the 1-405 Freeway between Euclid Street and the 1-605 Freeway, a total of 16 miles, for OCTA and Caltrans. The widening project includes construction of new lanes on the southbound and northbound sides, retaining walls, bridges, etc. The testing and inspection services include a review of concrete mix designs, concrete testing and inspection, concrete batch plant inspection, pile inspection and logging, rebar inspection, aggregate testing, welding inspection, subgrade testing and inspection, base material evaluation and testing, compaction testing and inspection, and asphaltic concrete testing. Mr. Chamaa also prepared the Quality Manual for the project including all forms. Sand Canyon Grade Separation -Irvine, CA Senior Laboratory Technician: Mr. Abdullah is the Senior Laboratory Technician for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine for Caltrans and OCTA. The project includes the construction of a rail underpass, retaining walls, railroad relocation, storm drains, utility relocations, Sand Canyon Avenue relocation, and a new pump station. Mr. Mikhail performed inspection and testing of the compaction, asphalt, subgrade, structural backfill, and foundation excavations. Warner Avenue Gravity Sewer Lift Station C — City of Huntington Beach, CA Senior Laboratory Technician: Mr. Abdullah is the Senior Laboratory Technician for the construction materials testing and inspection and for the geotechnical and environmental Phase II investigations for a new lift station facility. The project consisted of the replacement of the existing Lift Stations B and C and the Sunset Beach Sanitary Lift Station with a new Lift Station C. The submersible lift station incorporated a 14 foot by 26 foot by 22 foot deep wet well. The bottom of the well foundation was approximately 26 to 27 feet below existing grade. The new lift station also included an 8-foot deep valve vault which was 15 feet by 10 feet in plan dimension, a 60 kW outdoor generator, and electrical panels. Construction Material Testing/ Inspection , Environmental and Geotechnical Engineering Services 33 I a y e b' u i 2 d i u ty df r� e z l c a www.AescoTech.com 7 z a m % 4 e Cf z a u u d 'U A AESCO AESCO Proposal No. P6513 Statement of Qualifications Kay Alabed Program Manager Kay is the founder and president of AESCO Inc. She established the company in 1993 in Education: Baton Rouge, Louisiana as a drilling company, which grew to a full-scale engineering B.S., Dental firm. Kay serves as office manager and is in charge of the company's daily operations Medicine, Damascus such as marketing, proposal preparation, project scheduling, client relationships and University, 1990. accounting. She has written numerous computer software programs for the organization and operation of the firm. Kay also has a medical degree in Dentistry and Professional her medical knowledge and experience enables her to serve as the company's health Certifications. - and safety officer. Kay prepared AESCO's Health and Safety Manual, Quality Assurance Hazardous Waste Program, and oversees the operating procedures for AESCO's nuclear density gauges. Operations OSHA's She also schedules and budgets many of AESCO's projects. She has been responsible for Standard Training coordinating and scheduling a variety of projects such as: freeway, grade separations, Certificate Radiation Safety commercial, dam sites, gasoline service stations, and solid waste sanitary landfill sites. officer and Nuclear Gauge Certified Specific Project Experience -------------------- Pier G, Berths G230-G236 Terminal Redevelopment North Slip Backlands Development -Port of Long Beach, CA Project Coordinator: Ms. Alabed was the Project Coordinator for the construction inspection and materials testing for the redevelopment of Berths G230-G236 at Pier G, Port of Long Beach. The new construction consisted of a marine operations building, substation housing, waterline and storm drain installations, reefer system installation, electrical/communication duct banks, substation installation, grading, paving, soil handling and disposal, and demolition of existing structures. The materials testing and inspections included soil compaction, asphaltic, subgrade, concrete, and asbestos testing. Inspection and testing of compaction, asphaltic concrete, subgrade, rebar, reinforcing steel, anchor bolts, torque bolts, shear bolts, and epoxy anchor were also performed. Sand Canyon Grade Separation -Irvine, CA Project Coordinator: Ms. Alabed was the Project Coordinator for the Sand Canyon Grade Separation project in Irvine for the Orange County Transportation Authority/Caltrans. The project included a railroad shoo -fly and new railroad bridge and CIDH foundations, retaining walls, shoring, pavement, utility installation, a pump station and building construction. Auto Center Drive/BNSF Railroad Grade Separation -Corona, CA Project Coordinator: Ms. Alabed was the Project Coordinator for the geotechnical and materials testing and inspections for the Auto Center Drive grade separation project for the City of Corona and the Riverside County Transportation Commission. The project consisted of constructing a four -lane overcrossing at Auto Center/BNSF railroad tracks. Construction required a bypass roadway, other roadway improvements, retaining walls, utilities and CIDH piling foundations. Beach Boulevard Water Main Extension Project -City of Huntington Beach and Caltrans Project Coordinator: Ms. Alabed was the Project Coordinator for a 1500-foot extension of a water main on Eastbound Beach Boulevard between South Warner Avenue and Robidoux Drive and West Beach Boulevard to East Beach Boulevard at Holt in the Caltrans right-of-way. The testing and inspections included the placement of all structural fill and backfill, concrete testing and inspection, subgrade and aggregate base placement and compaction, asphalt paving construction (base and surface layers), rubber asphaltic concrete, slurry backfill, and inspection of ductile iron and PVC water lines, valves, fittings and the existing lines connections. Construction Material Testing/ Inspection , Environmental and Geotechnical Engineering Services 34 I a y e b' u i 2 d i u ty df r� e z l c a www.AescoTech.com 7 z a m % 4 e Cf z a u u d 'U A AESCO AESCO Proposal No. P6513 Statement of Qualifications Steven Crumb Laboratory Manager ' Education: ' Mr. Steven Crumb has over 11 years of experience in laboratory testing and ; B.S. Civil Engineering (in materials testing such as concrete, steel, bolts, CMU walls, soils and aggregate. progress) He is experienced in performing materials and geotechnical testing. Mr. Crumb ' California State University, ' supervises the quality control for laboratory operations and audits, has I Long Beach implemented new laboratory testing including creation of fixtures, protocols and reporting, and trained staff on concrete, aggregate, soils, steel, rebar and cement ' Civil Engineering ' products. ; Cerritos College Specific Project Experience ; Professional Los Angeles Regional Interoperative Communications Systems -Los Angeles ; Certifications: ACI County, CA i Concrete Laboratory Laboratory Manager: Mr. Crumb is the Laboratory Manager during construction � � , Testing of the new emergency communications system for Los Angeles County. The Concrete Field Testing system is composed of over 100 monopoles, three-legged and four -legged self- Concrete Strength supported towers, support slabs for equipment and generators, and rooftop I Caltrans antennae placed throughout the County. The system will cover 88 cities and the Calculations unincorporated areas of Los Angeles County and will cover 4,084 square miles. Grading The towers range in height from 50 feet to over 180 feet. The purpose of the I Agg. Sampling system is to provide improved radio and broadband communication for public ; Sample Prep. Soil and Agg. safety providers. Mr. Crumb is supervising the materials testing which includes Sieve Analysis concrete, rebar, soil, masonry, epoxy, structural steel, asphalt, etc. Percent Crushed Particles Relative Compaction Metrolink Parking Structure — Orange, CA Sand Equivalent Laboratory Manager: Mr. Crumb was the Laboratory Manager for the Metrolink ' Moisture Content parking structure at the Orange Transportation Center. The new structure is 5 Cleanness stories high with 2 subterranean levels and provides parking for 611 vehicles. Mr. I DurabilityCompI Strength Crumb supervised the materials testing which included reinforced concrete, Strength Flexural Strength Flexural rebar, mortar, soils, epoxy dowels, prestressed concrete, grout. � � I Flexural Strength-PCC Sampling Fresh Concrete Widening of the 405 Freeway, Euclid St. to 1-605-Orange County, CA AASHTO ' Laboratory Manager: Mr. Crumb is the Laboratory Manager for the materials Sieve Analysis -Fine testing for the widening of the 405 Freeway for a total of 16 miles for Caltrans Sieve Analysis -Coarse and and OCTA. walls, bridges, etc. Laboratory testing included soils, concrete, rebar, Fine ' aggregate, rebar, asphaltic concrete, etc. ; Reducing Samples ofHMA Reducing Samples of Agg. On -Call Construction Inspection and Materials Testing-LAUSD-Los Angeles, CA Sand Equivalent ' Laboratory Manager: Mr. Crumb is the Laboratory Manager for the materials i Evaporable Moisture testing for various projects for Los Angeles Unified School District. The materials Content testing included asphaltic concrete, concrete, reinforcing steel, masonry, Moisture Content-HMA structural steel, high strength bolts, soils, etc. , Percent I I L--------------------J Administration Building, Pier E-Port of Long Beach, CA Engineering Manager: Mr. Crumb is the Laboratory Manager for construction materials testing, lead construction services and selective deputy inspection services for the 2-story, steel -framed office building with rooftop terrace as part of the Phase 3, Pier E, Middle Harbor upgrades. Testing and inspection services include review of existing plans and specifications, the geotechnical report, quality management plan, attend quality management meetings with contractors, Port of Long Beach and construction managers. Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services 35 I Page b' u i 2 d i u df r� e z l c a www.AescoTech.com 7 z a m % 4 e Cf z a u u d 'U A AESCO AESCO Proposal No. P6513 Statement of Qualifications Christopher J. Sobek Inspector Mr. Christopher J. Sobek has over 17 years of experience for a variety of projects including roadways, new structures and underground utilities. Specific Project Experience Administration Building, Pier E-Port of Long Beach, CA Inspector: Mr. Sobek was the Inspector for construction materials testing, lead construction services and selective deputy inspection services for the 2-story, steel -framed office building with rooftop terrace as part of the Phase 3, Pier E, Middle Harbor upgrades. Testing and inspection services include review of existing plans and specifications, the geotechnical report, quality management plan, attend quality management meetings with contractors, Port of Long Beach and construction managers. Gerald Desmond Bridge Replacement- Port of Long Beach, CA Inspector: Mr. Sobek was the Inspector for replacement of the existing bridge structure. Sampling and testing were performed for rebar welded hoops, couplers, and reinforcing bars during construction of the foundations for the new bridge. 1-605/11-10 Connector- Caltrans, El Monte, CA Inspector: Mr. Sobek was the Inspector for flyover connector from southbound 1-605 to the eastbound 1-10 for Caltrans. The proposed fly -over direct connector (southbound 1-605 to eastbound 1-10) would replace the existing shared at -grade connector. The project took 2 years to complete. Alondra Park Pool/Skate Park- Los Angeles County, CA Inspector: Mr. Sobek was the Inspector for the construction of the Pool and Skate Park at Alondra Park near Lawndale. The new pool is 25 meters by 25 meters in plan dimension and the skate park is 14,000 square feet. 1-405 Sepulveda Pass Widening- Caltrans, Los Angeles, CA Inspector: Mr. Sobek was the Inspector for the addition of a 10-mile HOV lane and other improvements including ramps, bridges, and soundwalls on the San Diego Freeway (1-405) and widening lanes from the Santa Monica Freeway (1-10) to the Ventura Freeway (U.S. 101). The widening project included the reconstruction of 3 bridges, 18 miles of retaining walls and soundwalls, and the realignment of 20 on and off -ramps. The project took 5 years to complete. --------------, ' Education: ' Coastline , Community and ' Orange Coast ' College Certificates: Building Inspection, Concrete/Masonry Blueprint Reading, Wood/Steel Framing, Fire & Life Safety, Welding i Technology, , Electrical, ' Plumbing ' Orange County Inspector Professional ' Certifications: ' ICBO/ICC- Reinforced ' Concrete, Prestress ' Concrete, Structural Steel/Welding, ' Structural Mas, Fireproofing, Building Inspection and Plumbing i ACI Laboratory Testing -Grade I and i Grade II, i Transportation Radiation Safety Nuclear Gage , Competent Person ' Training ' Post -Tensioning Institute in ' Unbonded Tendons ACI, Mir Design Technology i DSA Class I OSHPD Class A ' AWS-CWI ' NICET Level II Highway ' Construction ' Materials , 30-hour Hazardous ' Waste ' '--------- - - - - - ' Construction Material Testing/ Inspection 361 Page Environmental and Geotechnical Engineering Services www.AescoTech.com gau tdlaq 4mezlca 7zam 74e Cfzaurxd 71,4 S. Niranjanan, PE, GE Geotechnical Principal Emphasis • Street Widenings and Improvements • New Pavements and Pavement Rehabilitation • Project Management • Construction Support Professional Overview DIAZ•YOURMAN & ABSOCIAxes -10 G6.4dil"I S Education 2000/Master of Civil Engineering/Civil Engineering/Washington State University 1997/Bachelor of Science/Civil Engineering/University of Peradeniya Sri Lanka Professional Registration 2009/Geotechnical Engineer/CA/2819 2004/Professional Engineer/CA/67023 Mr. Niranjanan is a registered geotechnical engineer with 20 years of geotechnical engineering experience, including street widenings, highway improvements, sound walls and retaining walls, bridges, grade separations, bike paths, pavement evaluation and rehabilitation, buildings, and other transportation infrastructure projects. He has coordinated, performed, or directed geotechnical investigations for over 200 projects, many of which have been for Cities in Orange, Los Angeles, Riverside and San Bernardino Counties. He has practical experience in all aspects (design and construction) of geotechnical engineering, including site selection, field investigations, engineering analyses, recommendations, construction observation and testing, and preparation of geotechnical reports and recommendations. Professional Experience OCTA OC Street Streetcar, Orange County, CA — Geotechnical manager for the design and construction of a two -track streetcar system from the Santa Ana Regional Transportation Center (SARTC) in Santa Ana to the proposed Regional Transit Connection and station in Garden Grove, approximately 4 miles. The project also includes design and construction of maintenance and storage facility and two new bridge structures. DYA provided a geotechnical investigation for the entire alignment, including soil borings, laboratory analysis, engineering analyses, and preparing reports; they also performed an environmental site assessment in OCTA's Pacific Electric Railway right-of-way from Harbor Boulevard to North Raitt Street. Mr. Niranjanan reviewed existing geotechnical/geological data, coordinated permitting process for geotechnical encroachment permits from various agencies such as OCTA, City of Santa Ana, and County of Orange, coordinated subsurface explorations, assigned laboratory testing performed engineering analyses, attended design meetings, prepared reports with geotechnical recommendations, and is providing direction for construction observation services. MWDOC Seismic Retrofit Project, Fountain Valley, CA — Geotechnical manager for engineering and construction management services for a seismic retrofit of MWDOC's Administration Building located in Fountain Valley, CA. DYA's scope of work included spectral acceleration parameters for two ground motions. Mr. Niranjanan prepared a technical memorandum summarizing the seismic design parameters. Edinger Avenue over Santa Ana River, Santa Ana, CA — Geotechnical project engineer for widening the existing Edinger Avenue Bridge over the Santa Ana River. The bridge is located within the County of Orange jurisdiction; the City of Fountain Valley boundary is immediately west of the bridge and the City of Santa Ana boundary is immediately east of the bridge. The existing bridge is a 7-span structure that is approximately 300 feet long and supported on piles. Associated roadway improvements on Edinger Avenue and retaining walls up to 12 feet high were proposed west of the proposed bridge widening. The Santa Ana River is concrete lined at the bridge location. DYA's scope of services included reviewing geotechnical data, performing geotechnical explorations, conducting laboratory testing, performing engineering analysis and reporting. DYA's work was completed on time and on budget. Mr. Niranjanan developed and coordinated the field investigation and analyses and prepared the geotechnical report with recommendations. DIAZ•YOURMAN & AESOCIAxes -10 G6.4dil"I S Irvine Trabuco/Remington Traffic Signal, Irvine, CA — QA/QC reviewer for a project to install new traffic signal poles, provide new pavement, and widen the left -turn lane pockets along Trabuco Road, which will require a retaining wall. DYA provided a geotechnical investigation, including data review, subsurface investigation, laboratory testing, engineering analyses, and a report with recommendations for geologic and seismic hazards, site preparation and grading, foundation types and allowable bearing capacity, estimated total and differential foundation settlements, resistance to lateral loads, pole foundation, new pavement thickness, and soil corrosion potential. Mr. Niranjanan provided QA/QC review of the report and recommendations. Norwalk Foster Road Rehabilitation, Norwalk, CA — Geotechnical manager for project to rehabilitate the pavement from Studebaker Road to Pioneer Boulevard. The design included pavement rehabilitation strategies, signing and striping, traffic signal loop detectors replacement, utility coordination, storm drain inlet CPS, upgrade ADA ramps, spot curb and gutter replacement, and spot sidewalk replacement. Mr. Niranjanan provided project direction, developed the field investigation program, reviewed the engineering analyses, and provided recommendations in the geotechnical report. Bristol Street & Baker Street Intersection Improvements, Costa Mesa, CA — Geotechnical manager for the addition of a third eastbound and westbound through lane on Baker Street approximately 200 feet long in both directions west of the intersection of Bristol Street and Baker Street. DYA performed a subsurface investigation, laboratory testing, engineering analyses, and a geotechnical report with recommendations for earthwork and grading, corrosion potential and new flexible and rigid pavement sections. Mr. Niranjanan developed and coordinated the field investigation and analyses and prepared the geotechnical report with recommendations. Washington Boulevard Reconstruction, Commerce, CA — Geotechnical project engineer for final engineering and design recommendations for a road widening and pavement rehabilitation project along Washington Boulevard that extends from the I-5 freeway on the east to the City of Commerce's westerly limit, approximately 350 feet west of Indiana Street. DYA services included conducting a field exploration including soil borings and falling weight deflectometer studies, performing laboratory testing, performing engineering analyses to develop pavement and earthwork recommendations, and preparing a report with final design recommendations. Mr. Niranjanan provided direction for the field investigation, reviewed the analyses, and assisted with preparing the report. Mitchell Avenue Storm Drain, Tustin, CA — Geotechnical project engineer for the proposed Mitchell Avenue storm drain and street rehabilitation project, between Newport Avenue and Red Hill Avenue. The project was approximately 2,600 feet long and consists of the construction of storm drain laterals, the lining - in -place of the existing storm drain, and rehabilitation of the pavement surface of Mitchell Avenue. The scope of work included an RCP storm drain, connection of existing catch basins to new storm drain, new curb returns and handicap ramps, asphalt concrete rehabilitation with new asphalt surface course overlaid on the street, and removal and replacement of damaged sidewalks and traffic signing and striping. DYA conducted a geotechnical investigation and prepared a report with recommendations regarding pavement design and rehabilitation, type and strength of concrete to be used for structures, any special trenching requirements, and other recommendations for the construction of the project. Mr. Niranjanan performed engineering analyses and input to the report recommendations. Gisler Avenue Rehabilitation, Costa Mesa, CA — Geotechnical manager for the reconstruction of an approximately 4,500-foot-long reach of Gisler Avenue, from Harbor Boulevard to 100 feet west of Nebraska Place. Soil conditions, tree roots, and utility work contributed to the deterioration of sections of pavement, curb and gutter, and sidewalk. The project consisted of roadway reconstruction and storm drain replacement. DYA conducted a subsurface investigation and performed laboratory testing and engineering analyses to provide geotechnical input for the design of the project. Mr. Niranjanan provided project direction and developed conclusions and recommendations regarding pavement thickness, site preparation and grading, and corrosion potential. Jorge G. Sandoval, PE, GE Senior Field Engineer Emphasis • Construction Observation • Ground Improvement • Materials Testing Professional Overview Mr. Sandoval has over 30 years of experience performing geotechnical investigations and DIAZ•YOURMAN & ABSOCIAxes -10 G6.4dil"I S Education 1977/Bachelor of Science/Civil Engineering/National Autonomous University of Mexico 1982/Master of Civil Engineering/Soil Mechanics/National Autonomous University of Mexico Professional Registration LAX Security Badge A1299485 Geotechnical Engineer/CA/2899 2006/Professional Engineer/CA/C69876 2011/Engineer In Training/CA/A1271859 Transportation Worker Identification Credential/CA/ analyses, construction observation, soils and materials testing, and quality control and quality assurance (QA/QC). He has analyzed and designed shallow and deep foundations for residential and industrial projects; analyzed lateral earth pressures for shallow and deep excavations, including storm drain pipeline and storm water pumping plants for water municipal projects; performed slope stability analysis for transportation projects; reviewed geotechnical and geological reports and grading plans; monitored technicians' performance on soil grading and field density testing projects; evaluated soils liquefaction for water municipal projects; and performed quality control and quality assurance during deep ground improvement, including deep soil mixing, stone columns, vibro-concrete columns, cement grout injection, and deep dynamic compaction (DDC). Mr. Sandoval's experience covers a varied range of projects, including highways, freeways, parking lot structures, bridge foundations, airport runways, ports, high rise buildings, commercial, industrial, housing, storage tanks, earth and rock dams, mechanically stabilized embankment walls (MSE walls) , stream channels, storm drains, sewer lines, and water treatment plants. Professional Experience OCTA OC Street Streetcar, Orange County, CA — Senior field engineer for a two -track streetcar system from the Santa Ana Regional Transportation Center (SARTC) in Santa Ana to the proposed Regional Transit Connection and Station in Garden Grove, approximately 4 miles. The project also included design and construction of maintenance and storage facility and two new bridge structures. DYA provided a geotechnical investigation for the entire alignment, including soil borings, laboratory analysis, engineering analyses, and reports; they also performed an environmental site assessment in OCTA's Pacific Electric Railway right-of-way from Harbor Boulevard to North Raitt Street. Mr. Sandoval observed excavation, backfill, and compaction operations for footings. He provided soil improvement recommendations. RCTC I-15 Express Lanes Design -Build, Riverside County, CA — Senior field engineer for design -build project to improve traffic flow and reduce congestions on I-15 between Cajalco Road Interchange and SR- 60 by constructing two tolled express lanes in each direction. DYA's scope of work included geotechnical investigations for all roadway sections and preparation of Materials Reports, Geotechnical Design Reports for roadway sections and soundwalls, and Foundation Reports for retaining walls. Most improvements were within Caltrans right-of-way, with a majority of improvements occurring within existing I-15 median. Mr. Sandoval performed field services, including data review, permits, soil borings, and infiltration testing for roadways, retaining walls, sound walls, and overhead signs. Metro Expo LRT Storm Drain Protection Evaluation, Los Angeles, CA — Project engineer for additional services to evaluate the effects of the proposed La Brea and La Cienega Aerial Structure approach embankment portions of the proposed LRT project on an existing adjacent County of Los Angeles storm DIAZ•YOURMAN & ABSOCIAxes -10 G6.4dil"I S drain. DYA's tasks consisted of reviewing existing data and summarizing our engineering analyses, which provided estimates of additional lateral stresses on the storm drain using simplified methods, additional lateral stresses on the storm drain using finite element analyses, and evaluation of various ground improvement schemes to reduce the additional lateral stresses, including deep soil mixing and chemical grout injection. DYA provided recommendations on the improvement of the subgrade in the LRT's right- of-way. Mr. Sandoval provided construction observation during the ground improvement. Measurements during construction confirmed DYA's calculations. LAX Design/Build New Central Utility Plant (CUP) Construction Services, Los Angeles, CA — Project engineer for observation services during construction for shoring; earthwork (excavation and recompaction of existing uncertified fill, and backfill of deepened spread footings for replacement CUP); foundations (deepened spread footings for replacement CUP and cast -in -drilled -hole [CIDH] pile foundations for replacement cooling towers/maintenance building); and utility trenches for conduit connecting replacement CUP to the replacement cooling towers/maintenance building and to the City of Los Angeles Department of Water and Power (LADWP) IS2299 station. Mr. Sandoval provided construction observation during shoring, site preparation, excavation of uncertified fill, placement of fill and backfill, compaction, foundation installation, and prepared reports. Empire Avenue / Buena Vista Grade Separation Horizontal Directional Drill (HDD) Backfill Construction, Burbank, CA — Project engineer for construction observation and testing services for two horizontal directional drills (HDD) to reroute underground utilities on the Empire Avenue / Buena Vista Grade Separation project that was combined with the widening of Interstate 5 by Caltrans. The HDDs were approximately 800 feet long and 40 feet deep and 2,800 feet long and 60 feet deep. DYA had previously performed a field investigation and laboratory testing to provide recommendations for the HDDs. Mr. Sandoval performed the field services. Northridge Fashion Center Yard House and Exterior Plaza, Northridge, CA — Project engineer for observation and testing during earthwork at the Northridge Fashion Center Yard House Exterior Plaza. The improvements to an existing retail shopping mall included improvements to a building space for a restaurant, a vehicle tunnel and ramp with Portland cement concrete (PCC) slab -on grade, ramp retaining walls, backfill of an old basement, landscape areas, light -pole foundations, runoff retention and infiltration system, a grease interceptor tank, and excavation and miscellaneous grading excavations and backfills for plumbing, electrical utility lines, concrete flatwork, landscape, and hardscape (cuts and fills less than 2 feet). The purpose of DYA's services during construction was to check that the soils exposed were consistent with the soil conditions upon which DYA's recommendations were based and to check that the construction operations were performed in a manner consistent with the intent of the plans, specifications, City of Los Angeles grading code, and DYA's Design Report. Mr. Sandoval provided geotechnical observation and testing during construction. Rear Berths 136-139, Terminal Buildings Construction, Port of Los Angeles, CA — Field engineer during construction of the buildings and pedestrian bridge. DYA provided geotechnical investigation services at this site, including a field investigation and recommendations for construction. The Port of Los Angeles (POLA) wanted DYA to be the geotechnical engineer of record and to prepare the compaction and pile driving/installation observation reports for City of Los Angeles Department of Building and Safety (LADB&S) approval. Mr. Sandoval served as the registered deputy inspector to observe the POLA staff perform field density testing; observe the earthwork at building and pedestrian bridge locations; and observe the foundation excavations for shallow and mat foundations for buildings. Mr. Sandoval was also on site for the pile driving/installation. AESCO FORMS AESCO Proposal No. P6513 Statement of Qualifications Construction Material Testing/ Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 371 Page b'aitdlaq 4m ezlca 7zaM 74e Cfzaaod 71A Appendix ATTACHMENT 3-1: NON -COLLUSION AFFIDAVIT CERTIFICATIONS NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any outer BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof a[[-ftl.sa-.cgnstitute signature of this Non -collusion Affidavit. BIDDERS are cautioned tha ing a Use certification may subject the certifier to criminal prosecution. Signed State of California County of _111� Subscribed and sworn to (or affirmed) before me on this Al day of 4r2t� by r 1 IC�LC� , proved to me on the basis of satisfactory evidence to be the per n(s) who appeared before me. Notary Public Seal yvi BlNNA2 BAYRAM Notary Public - CaIi!oi nia 1wisA. y WngeCounty Commission d 2195771 My Comm. Expires May 6, 7021 City of Santa Ana RFP Page A3-t Appendix ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. 2. If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. Firm AESCO Signed and Printed Name: Title president 9-17-20 Date Kay Alabed City of Santa Ana RFP Page A3-2 Appendix ATTACHMENT 3-3: NON-DISCRIMINATION CERTIFICATION CERTIFICATIONS The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: 1. The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted City of Santa Ana RFP Page A3-3 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: 4&�' President Title: A Firm: ESCO Date: 9-17-20 City of Santa Ana RFP Page A3-4 Appendix ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. 2. If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. Firm Diaz Consultants, Inc. dba Diaz•Yourman & Associates Signed and Printed Name: Christopher M Diaz, PE, GE Title President Date September 29, 2020 Digitally signed by Christopher M Diaz, PE, GE Date: 2020.09.29 15:49:16-07'00' City of Santa Ana RFP Page A3-2 Appendix ATTACHMENT 3-3: NON-DISCRIMINATION CERTIFICATION CERTIFICATIONS The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: 1. The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted City of Santa Ana RFP Page A3-3 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. ChristoM Diaz PE i GE Digitally signed by Christopher M Diaz, PE, GE Signed: pher p Date: 2020.09.29 15:51:48-07'00' Title: President Firm: Diaz Consultants, Inc. dba Diaz•Yourman & Associates Date: September 29, 2020 City of Santa Ana RFP Page A3-4 EXHIBITC Schedule of Fees Effective January 2021 AESCO AESCO Proposal No. P6513 Santa Ana Materials Testing and Special Inspection Services AESCO Fees Schedule for None -Federal Work Professional Staffing 5-27-21 Cost (per hour unless otherwise noted) P100 Principal Professional Engineer...................................................................................$ 200 P101 Senior Geotechnical Engineer.....................................................................................$ 185 P102 Project Engineer / Manager........................................................................................$ 160 P103Geologist .......................................................................................................................$ 170 P104 Quality Control Manager.............................................................................................$ 160 P105 Senior Staff Engineer...................................................................................................$ 155 P116 Health and Safety Officer............................................................................................$ 185 P115 LA City Deputy Methane Specialist.............................................................................$ 135 P107Laboratory Manager....................................................................................................$ 120 P108 Laboratory Technician.................................................................................................$ 105 P109 CADD Operator/Draftsperson.....................................................................................$ 85 Pilo Data Processing, Technical Editing or Reproduction.................................................$ 85 P111 Expert WitnessTestimony...........................................................................................$ 420 P112 Certified Payroll, perhr...............................................................................................$ 155 P113 Senior Staff Environmental Engineer..........................................................................$ 155 P114 Senior Environmental Engineer..................................................................................$ 185 Field Technician Co St (per hour) T150 Special Inspector (Reinforced Concrete, and Masonry .............................................$ 115 T151 Special Inspector (Structural Steel, Drilled -In -Anchors .............................................$ 115 T152 Special Inspectorfor Welding.....................................................................................$ 115 T153 DSA Class I Inspector....................................................................................................$ 135 T154 DSA Class II Inspector..................................................................................................$ 125 T155 Special lnspectorforFireproofing ..............................................................................$ 115 T156 Special Inspector Load Tests or Torque/Bolt)............................................................$ 115 T157 Special Inspector RebarSample ..................................................................................$ 115 T158 Special Inspector Pachometer....................................................................................$ 115 T159 Senior Asphalt Placement Technician........................................................................$ 115 T160 Asphalt Placement Technician....................................................................................$ 115 T161 Asphalt/Concrete Plant Technician............................................................................$ 115 T162 ACl/CaltransTechnician..............................................................................................$ 115 T163 Senior Soils Technician................................................................................................$ 115 T164 Senior Grading Inspector.............................................................................................$ 115 T165 Staff Grading Inspector................................................................................................$ 120 T166 Soils Technician............................................................................................................$ 115 T167 Pile Driving Inspector...................................................................................................$ 125 T169 NACE Coating Inspector...............................................................................................$ 135 Page 1 of 8 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering www.AescoTech.com AESCO T170 T171 T172 T177 T178 T179 Sched u le of Fees Effective January 2021 FieldCoring Technician................................................................................................$ 115 Nondestructive Examination Technician, UT, MT, LP ................................................$ 120 Structural Steel Fabrication Inspector (AWS)............................................................$ 120 Senior Environmental Technician...............................................................................$ 125 Environmental Technician...........................................................................................$ 120 BuildingInspector........................................................................................................$ 130 Fabrication Shop Inspections Cost (per hour) T173 Structural Steel Inspector(ICC/CBO)..........................................................................$ 115 T174 Structural Steel Inspector(AWS)................................................................................$ 115 T175 Batch Plant Quality Control Technician/Inspector....................................................$ 115 T176 Reinforced Concrete, Prestressed Inspector.............................................................$ 115 Field Inspector/Technician Hours No Work Performed (Work Cancelled)..................................................................................Minimum 2-hour Charge All field services charge............................................................................Minimum4 and 8-hour Charge Thereafter Regular Work Hours First 8 hours, Monday through Friday, between 5:00 a.m. to 5:00 p.m. Direct Project expenses outside services will be charged at Cost+ 15%. Time and One -Half Any increment past first hours through 12 hours, Monday through Friday First 12 hours on Saturday Shift between 3:00a.m. and 5:00a.m. Double Time Any hours past 12 hours Monday through Saturday, all day Sunday and Federal Holidays Field Analysis Cost (per hour unless otherwise noted) G200 Soil Boring with HoIlow Stem Auger DrilIing Portal to Portal, per hour ...................$ 395 G201 Backfill Boreholes with Bentonite, perfoot...............................................................$ 25 G202 Backfill Boreholes with Grout, per foot......................................................................$ 35 G203 Drumming and Disposal of Clean Cuttings, per drum ...............................................$ 390 G204 Fire Water Buffalo, perday.........................................................................................$ 550 G205Support Truck,perday................................................................................................$ 150 G206Water Truck, per day...................................................................................................$ 450 G207 Mobilization and Demobilization for Rock coring, each ...........................................$ 1150 G208 Rock Coring, per hour..................................................................................................$ 455 G209 Decontamination ofVehicle and Equipment, each ...................................................$ 300 G210 Field Resistivity, up to 3 arrays, maximum distance of40 ft., each .........................$ 1800 G211 Environmental Soil Boringwith Hollow Stem Auger Portal to Portal, per hour ...... $ 425 Page 2 of 8 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering www.AescoTech.com Sched u le of Fees Effective January 2021 AESCO G212 Environmental Soil Boring with Direct Push Portal to Portal, per hour ...................$ 380 G213 Environmental Groundwater Sampling with Grundfos, Portal to Portal, per hr..... $ 275 G214 Environmental Analysis of soil for waste classification,persample ........................$ by quote G215 Environmental Analysis of liquid forwaste classification, persample ....................$ by quote G216 Ground Resistance Tester (Four Point Method), plus travel ....................................$ 1700 G217 Potholing, two -man crew, per hour...........................................................................$ 575 Mix Design Review Co51 D250 Review of Concrete Mix Design..................................................................................$ 160 D251 Review of Grout Mix Design........................................................................................$ 160 D252 Review of Mortar Mix Design.....................................................................................$ 160 D253 Review of Asphalt Mix Design.....................................................................................$ 200 Sample Pick-Up/Hold Cost All hold samples are charged atthe same rate as the testing rate U303 Technicianfor Specimen pick up, minimum 2 hours, per hour ................................$ 105 U304 Vehicle, pertrip (Up to 100miles)..............................................................................$ 70 Field Equipment Charges Cosi E350Brass Mold, each ..........................................................................................................$ 20 E351 Concrete Air Meter,perday........................................................................................$ 50 E352 Concrete Unit Weight (Scale, Bucket, Rod and Mallet), perday ..............................$ 30 E353 Field Vehicle Usage, pertrip (Up to 100 miles)..........................................................$ 70 E354 Concrete/Asphalt Coring Equipment rental per hr, min 4 hrs and 8 hrs after ........ $ 190 E355 Fire proofingAd hesion/Cohesion, pertest.................................................................$ 20 E356 Hand Auger Equipment, perday.................................................................................$ 125 E357 Level D Personal Protective Equipment (PPE), perperson perday ..........................$ 40 E358 Liquid Penetrating Consumables, perday..................................................................$ 30 E359 Magnetic Particle Equipment and Consumables, perday........................................$ 40 E360 Ultrasonic Equipment and Consumables, per day .....................................................$ 65 E361 Nuclear Density Gauge Usage, perhour....................................................................$ 18 E362 Compaction Test, per location/pe r test .....................................................................$ 20 E363 Portable Concrete Laboratory -not including Technicians,perday ..........................$ by quote E364 Pachometer(RebarLocator), perday........................................................................$ 55 E365 Environmental PID Usage, perday.............................................................................$ 190 E366 Pull Test Equipment,perday......................................................................................$ 70 E367 Sand Cone Test Kit (Scale, Burner, Sand Cone Apparatus), perday .........................$ 170 E368 Schmidt Hammer, perday...........................................................................................$ 50 E369 Torque Wrench, Small, per day..................................................................................$ 20 E370 Torque Wrench, Large, perday..................................................................................$ 35 E371 Torque Multiplier (Skidmore), perday.......................................................................$ 90 E372 Miscellaneous Equipment Charge..............................................................................$ by quote E373 Vapor Emission Kit, each.............................................................................................$ 55 Page 3 of 8 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering www.AescoTech.com Sched u le of Fees Effective January 2021 AESCO E374 Field Resistivity Meter, per day ...................................................................................$ 225 E375 Water Level Meter, per day ........................................................................................$ 75 E376 Environmental ph/Turbidity/Conductivity/Temp Meter, perday ............................$ 105 E377 Environmental FID Usage, per day.............................................................................$ 105 E378 Environmental groundwater sampling pump perday..............................................$ 20S E379 XRF Lead Analyzer, per day .........................................................................................$ 125 E380 Relative Humidity Probe, perday...............................................................................$ 70 Schedule of Fees for Laboratory Services Concrete Tests Cost (per test) C400 6" x 12" Cylinder: Compression Strength (ASTM C39) ..............................................$ 35 C401 6" x 6" x 18" Flexural Beams Not Exceeding Referenced Size (ASTM C78, C293, or CTM 523) ........................................................................................................................................$ 80 C402 Cylinders: Splitting Tensile Strength (ASTM C496) ....................................................$ 80 C403 Core Compression (ASTM C39)...................................................................................$ 50 C404 Coring of Test Panels in Lab, each ..............................................................................$ 25 C405 Diamond Sawing of Cores or Cylinders (ASTMC642)...............................................$ 25 C406 Density, Absorption, and Voids in Hardened Concrete (ASTM C642)......................$ 300 C407 Modulus of Elasticity Static Test (ASTM C469)..........................................................$ 125 C408 Unit Weight Including Lightweight Concrete.............................................................$ 65 C409 Drying Shrinkage Up to 28 Days: Three 3" x 3" or 4" x 4" Bars, Five Readings up to 28 Dry Days (ASTM C157).......................................................................................$ 375 C410 Additional Reading, PerSetofThree Bars ..................................................$ 45 C411 Storage Over Ninety (90) Days, Per Set of Three Bars, Per Month ...........$ 35 C435 Coeff icient of Thermal Expansion of Concrete (CRD 39, AASHTO T336) .................$ 800 C436 CompressionTest (ASTM C495 and C472) .................................................................$ 45 C437 Air Dry Density (ASTM C472)......................................................................................$ 35 C438 Oven Dry Density (ASTM C495)..................................................................................$ 60 C439 Sample Trimming in the lab, up 6" diameter.............................................................$ 20 Concrete Block, ASTM C140 Cost (per test) C412 Compression (3 Required PerASTM), each...............................................................$ 60 C413 Absorption/Moisture Content/Oven DryDensity(3 Required perASTM),each.... $ 90 C414 Linear/Volumetric Shrinkage (ASTMC426)................................................................$ 100 C415 Web and Face Shell Measurements...........................................................................$ 45 C416Tension Test..................................................................................................................$ 170 C417Core Compression........................................................................................................$ 55 C418 Shear Test of Masonry Cores: 2Faces ........................................................................$ 90 C419 Efflorescence Test (3 Required),each........................................................................$ 55 Page 4 of 8 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering www.AescoTech.com . Sched u le of Fees Effective January 2021 AESCO Laboratory Trial Batch: Cement, Concrete,Grout and Mortar Cost (per test) L450 All trial batch for cement, concrete, grout, mortar, etc ....................................... $ by quote Brick Masonry Tests Cost (per test) M500 Mod u I us of Rupture: Flexura 1 (5 Require dPerASTM),each ....................................$ 55 M501 Compression Strength (3 Required Per ASTM), each ................................................$ 50 M502 Absorption: 5 Hour or24 Hour (5 Required), each ...................................................$ 50 M503 Absorption (Boil):1, 2, or 5 Hours (5 Required), each ..............................................$ 80 M504 Initial Rate of Absorption (5 Required), each.............................................................$ 40 M505 Efflorescence (5 Required), each ................................................................................$ 85 M506 Core: Compression, each.............................................................................................$ 70 M507 Shear Test on Brick Core: 2 Faces, each .....................................................................$ 90 Masonry Prisms Cost (per test) M508 Compression Test: Composite Masonry Prisms Up To 8" x 16"...............................$ 200 M509 Compression Test: Composite Masonry Prisms LargerThan8"x16 ........................ $ 290 M510 Masonry: Cutting of Cubes or Prisms.........................................................................$ 70 Mortar and Grout Cost (per test) M511 Compression: 2" x 4" Mortar Cylinders......................................................................$ 45 M512 Compression: 3" x 3" x 6" Grout Prisms, Includes Trimming ....................................$ 60 M513 Compression: 2" Cubes (ASTM C109)........................................................................$ 60 M514 Compression: Cores (ASTM C24) ................................................................................$ 60 M515 Mortar Expansion (ASTM C806).................................................................................$ 300 Fireproofing Tests Cost (per test) F550Oven Dry Density.........................................................................................................$ 75 F551 Adhesion/Cohesions Testing, per hour,4 hour minimum ........................................$ 120 Gunite and Shotcrete Tests Cost (per test) C420 Core Compression IncludingTrimming(ASTM C42).................................................$ 60 C421 Compression 6" x 12" Cylinders ..................................................................................$ 35 C422 Compression: Cubes....................................................................................................$ 40 Soils and Aggregate Tests Cost (per test) S600 Atterberg Limits/Plasticity Index(ASTM D4318).......................................................$ 140 S601 Chloride and Sulfate Content (CTM 417, CTM 422)..................................................$ 145 S602 Consolidation, Full Cycle (ASTM 2435, CTM 219)......................................................$ 275 S603 Cleanness Value: 1" x #4 (CTM 227)..........................................................................$ 185 S604 Cleanness Value: 2.5" x 1.5" or 1.5" x .75" (CTM 227) ..............................................$ 295 Page 5 of 8 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering www.AescoTech.com Sched u le of Fees Effective January 2021 AESCO S605 Corrosivity Series: Sulfate, Cl, pH (CTM 643 and417)...............................................$ 200 S606Lab Resistivity...............................................................................................................$ 125 S607 DirectShearTest (ASTM D3080).................................................................................$ 255 S608 Direct ShearTest, perpoint .........................................................................................$ 110 S609 Direct ShearTestSample Remolding (ASTM D3080)................................................$ 45 S610 Durability Index Fine Aggregate..................................................................................$ 160 S611 Expansion Index (ASTM D4829, UBC18-2)................................................................$ 155 S612 Durability Index: Coarse Aggregate............................................................................$ 160 S613 Maximum Density: Methods A/B/C(ASTM D1557 orD698, CTM 216) ...................$ 185 S614 Maximum Density: Check Pointabrasion (ASTM D1557).........................................$ 75 S615 Maximum Density: AASHTOC(Modified) (AASHTOT-180)......................................$ 200 S616 Moisture Density Rock Correction..............................................................................$ 160 S617 Moisture Content(ASTM D2216, CTM 226)..............................................................$ 25 S618 Density: Ring Sample (ASTM D2937)..........................................................................$ 30 S619 Density: Shelby Tube Sample (ASTM D2937).............................................................$ 55 S620 Organic Impurities (ASTM C40)...................................................................................$ 95 S621 Failing Head Permeability (ASTM D2434)..................................................................$ 250 S622 R-Value: Soil (ASTM 2844)...........................................................................................$ 355 S623 R-Value: Aggregate Base (ASTM D2844)....................................................................$ 355 S624 Sand Equivalent(ASTM D2419, CTM 217).................................................................$ 130 S625 Soil Classification (ASTM D2487)................................................................................$ 35 S626 Sieve #200WashOnly(ASTMD1140)........................................................................$ 95 S627 Sieve with Hydrometer: Sand to Clay (ASTM D422)..................................................$ 290 S628 Sieve Analysis including Wash (ASTM C136)..............................................................$ 170 S629 Sieve Analysis Without Wash......................................................................................$ 120 S630 Specific Gravity and Absorption: Coarse (ASTM C127, CTM 202).............................$ 95 S631 Specific Gravity and Absorption: Fine(ASTM C128, CTM 207)..................................$ 160 S632 Swell/Settlement Potential: One Dimensional (ASTM D4546).................................$ 165 S633 Unit Weight Coarse Aggregate....................................................................................$ 80 S634 Unit Weight Fine Aggregate........................................................................................$ 80 S635 Voids in Aggregate (ASTM C29)..................................................................................$ 90 S636 Unconfined Compression (ASTM D2166, CTM 221)..................................................$ 100 S637LA Rattler......................................................................................................................$ 195 S638pH of soil........................................................................................................................$ 25 S639 Pocket Penetration Test..............................................................................................$ 10 Asphalt Concrete Tests Cost (per test) A650Asphalt Core Density...................................................................................................$ 60 A651 Extraction % AC by Ignition Oven (CTM 382).............................................................$ 175 A652 Gradation on ExtracteclAsph (ASTM D6507 andD5444, CTM 202, and CTM 382 ..$ 100 A653 Moisture Content(CTM 370).....................................................................................$ 75 A654 Maximum Theoretical Specific Gravity(RICE) (ASTM D2041, CTM 309 ..................$ 160 A655 Specific Gravity and Absorption: Coarse (ASTM C127, CTM 206) ............................$ 90 Page 6 of 8 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering www.AescoTech.com Schedule of Fees Effective January 2021 AESCO A656 Specific Gravity and Absorption: Fine (ASTMC128, CTM 207).................................$ 160 A657 Sieve Analysis(ASTM D5444 and C136).....................................................................$ 95 A658 Sieve Analysiswith Wash (ASTM D5444)...................................................................$ 140 A659 Sand Equivalent (ASTM D2419 ....................................................................................$ 135 A660 5 pt LTMD Bulk Specific Gravity (CTM 308, CTM 375................................................$ 285 A661 Flat and Elongated Particles (ASTM D4791)...............................................................$ 210 A662 Fine Aggregate Angularity(AASHTOT304A).............................................................$ 195 A663 Maximum Density HVEEM (ASTM D1560).................................................................$ 210 A664 Maximum Density Marshall (ASTM D1559 and D561)..............................................$ 210 A665 Mix Stability (CTM 304)...............................................................................................$ 210 A668 Wettrack Abrasion Loss (ASTM D3910), each ...........................................................$ 175 A669 Extraction %of Emulsion (ASTM D6307)....................................................................$ 155 A670 Slurry seal field consistencytest (ASTM D3910)........................................................$ 85 Reinforcing Steel COSt (per test) R700 Bend Test: #11 or Smaller...........................................................................................$ 65 R701 Bend Test: Larger Than#11.........................................................................................$ 95 R702 Tensile Test: #11 orSmaller ........................................................................................$ 85 R703 Tensile Test:#14..........................................................................................................$ 115 R704 Tensile Test:#18..........................................................................................................$ 180 R705 Slippage Test In Addition to Tensile Test (Per Caltrans 52-1.08C) ...........................$ 190 R706 Tensile Test: Mechanical Splice #11and Smaller .....................................................$ 120 R707 Tensile Test: Mechanical Splice# 14..........................................................................$ 170 R708 Tensile Test: Mechanical Splice# 18..........................................................................$ 205 R709 Tensile Test: Welded # 11and Smaller......................................................................$ 85 R710 Tensile Test: Welded # 14...........................................................................................$ 115 R711 Tensile Test: Welded # 18...........................................................................................$ 180 R712 Sample Straightening for Bend orTensileTest (if required) .....................................$ 60 R713 Testing Multi -Wire Steel Prestressing Strand............................................................$ 280 R714 Tensile Test: T-Head #11 and Smaller........................................................................$ 150 R715 Tensile Test: T-Head#14.............................................................................................$ 200 R716 Tensile Test: T-Head#18.............................................................................................$ 225 R717 Tensile Test: Welded Hoops# 11and Smaller ...........................................................$ 120 R718 Tensile Test: Welded Hoops#14................................................................................$ 170 Metal Testing Cost (per test) R714 H a rdness Test (Rockwe I I) and BrinneI (ASTM E18) ...........................................$ 75 R715 Hardness Test of Nuts...............................................................................................$ 85 R716 Hardness Test of Bolts..............................................................................................$ 100 R717 H a rdness Test of Washers .......................................................................................$ 85 Page 7 of 8 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering www.AescoTech.com . Sched u le of Fees Effective January 2021 AESCO Concrete Coring Services COSt (per test) C423 Equipment Concrete (4 and8 hour minimum), perhour................................... $ 200 Individual Core Prices (all prices arefor a four core minimum job): C424 Slab on Grade Coringfor 2",3" and 4" Diameter(first 6" depth)each. $ 70 C425 Slab on Grade Coringfor6" and 8" Diameter(first6" depth) each...... $ 75 C426 Slab on Grade Concrete Core (price per inch after6" depth) ............... $ 10 C427 Wall Cores 2"13" and 4" (first 6" in depth) each .................................. $ 85 C428 Wall Concrete Core (price perinch after 6" in depth), per inch ........... $ 10 (Wall core pries based on Contractor supplying access to area to be cored) Miscellaneous Concrete Coring Prices: C429 Patching Slab on Grade Cored Holes with 2500 psi Concrete Patch, each.............................................................................................................$ 20 C430 Thickness Determination perASTM C42, each ........................................$ 20 C431 Compression Strength Determination......................................................$ 65 Asphalt Concrete Coring Services Cost (per test) Alternate Individual Core Prices (all prices are fora four core minimumjob): A661 Asphaltic Concrete Cores 2",3" and 4" Diameter (First 6" in depth), each.............................................................................................................$ 70 A662 Asphaltic Concrete Cores 6" and 8" Diameter (First 6" in depth), each.............................................................................................................$ 70 A663 Asphaltic Concrete Cores price per inch after 6" in depth, each ............ $ 10 Miscellaneous Asphaltic Coring Prices: A664 Patching of Core Drilled Holes Using Cold Patch Material, each ............ $ 30 A665 Thickness Determination perASTM C42, each ........................................$ 35 A666 Specific Gravity for Determination of Percent Compaction per ASTM D 2726, each...................................................................................$ 45 A667 Specific Gravity for Determination of Percent Compaction by Paraffin, each............................................................................................$ 65 Environmental Tests Cost (per test) N800 Asbestos Polarized Light Microscopy(PLM) 3-DayTurnaround, each .....................$ 20 N801 Asbestos Polarized Light Microscopy(PLM) 24-Hour Turnaround, each .................$ 40 N802 Asbestos Polarized Light Microscopy(PLM) 8-HourTurnaround, each ...................$ 70 Page 8 of 8 Construction Material Testing/ Inspection Environmental and Geotechnical Engineering www.AescoTech.com AGREEMENT TO PROVIDE ON -CALL MATERIAL TESTING AND SPECIAL INSPECTION SERVICES THIS AGREEMENT is made and entered into this 6th day of July, 2021 by and between Kleinfelder, Inc. ("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On September 2, 2020, the City issued Request for Proposal No. 20-111, by which it sought qualified consultants to provide on -call material testing and special inspection services for the City's Public Works Agency. B. Consultant submitted a responsive proposal that was among those selected by the City. Consultant represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 20-111. C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES On an on -call basis, and at the City's sole discretion, Consultant shall perform the services described in the scope of work that was included in RFP No. 20-111, which is attached as Exhibit A, and as more specifically delineated in Consultant's proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City neither warrants nor guarantees any minimum or maximum compensation to Consultant under this Agreement. Consultant shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit C. Consultant is one of three (3) consultants selected to provide services on an on -call basis under RFP No. 20-111. The total compensation for these services provided by all such consultants selected under RFP No. 20-111 shall not exceed the shared aggregate amount of $1,000,000 during the term of the Agreement, including any extension periods. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Page 1 of 8 Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate on July 5, 2024, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for two 1-year periods upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Consultant 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 being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). Consultant shall require all subconsultants to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subconsultant prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Page 2 of 8 Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Prior to undertaking performance of work under this Agreement, Consultant shall maintain and shall require its subconsultants, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Consultant shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Consultant's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $1,000,000 per occurrence, with $2,000,000 in the aggregate. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. Worker's Compensation Insurance. In accordance with the California Labor Code, Consultant, if Consultant has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Consultant agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Consultant is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $1,000,000 per claim with $2,000,000 in the aggregate. The following requirements apply to the insurance to be provided by Consultant pursuant to this section: (i) Consultant shall maintain all insurance required above in full force and effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. Page 3 of 8 (iii) Certificates and policies shall state that the policies shall not be cancelled or reduced in coverage or changed in any other material aspect, by Consultant, without thirty (30) days prior written notice to the City. (iv) Consultant shall supply City with a fully executed additional insured endorsement. f. If Consultant fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Consultant's right to be paid for its time and materials expended prior to notification of termination. Consultant waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, Consultants, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant or its subconsultants, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. Page 4 of 8 10. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement. 11. CONFIDENTIALITY If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Consultant covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) Page 5 of 8 Santa Ana, CA 92702-1988 Fax: (714) 647-6956 Executive Director Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Consultant: Dany Hanna, PE, MS, MBA Project Manager/Principal Agent Kleinfelder, Inc. 24411 Ridge Route Drive, Suite 225 Laguna Hills, CA 92653 A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the' City's ability to have any of the services which are the subject to this Page 6 of 8 Agreement performed by City personnel or by other Consultants retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 20. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, Page 7 of 8 permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: DAISY GOMEZ Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By: Iry. -f.'k- - JMN M. FUNK Sr. Assistant City Attorney RECOMMENDED FOR APPROVAL NABIL SABA, PE Executive Director Public Works Agency CITY OF SANTA ANA KRISTINE RIDGE City Manager CONSULTANT Name: Dany Hanna Title: Vice President Page 8 of 8 EXHIBIT A Appendix ATTACHMENT 1 SCOPE OF WORK CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR TESTING AND SPECIAL INSPECTION SERVICES RFP NO.20-111 INTRODUCTION/BACKGROUND Under the City of Santa's Capital Improvement Program, a number of construction projects will take place in the next few years. These projects include street pavement, traffic signals, underground utilities, buildings, bridges and park facility improvements. The total value of construction is estimated to exceed $100 million. In order to maintain high quality of construction, the City intends to retain testing and inspection firms to provide quality assurance services for those projects. The selected firms are expected to provide testing and inspections for construction activities involving grading, soils, base material, concrete, masonry, asphalt concrete, structural steel, reinforcing steel, painting and to provide other quality assurance services when required. The purpose of this RFP is to solicit proposals from quality control consulting firms for the required services. The selected consultant is expected to enter into an agreement with the City to provide services on an as -needed basis. Prime consultant mark-ups for sub -consultant work will not be allowed. All proposals, plans, drawings, specifications, estimates, grant applications, modeling, studies, presentations, and/or reports will be subject to the final approval and satisfaction of the City. The selected consultants must have the expertise, experience, and demonstrated resources available to perform the work described in this RFP. The City desires to enter into Agreements with multiple top-ranking firms for an initial three (3)- year term, with a City option to exercise one (1), two (2)-year extension period. The annual amount to be expended under the Agreement will vary at the City's discretion and will be dependent on available funding. City of Santa Ana RFP 20-111 Page Al-1 A. SCOPE OF SERVICES The required services shall include, but not be limited to, the following: ♦ Provide field inspections and compaction tests for grading, trench backfill and asphalt concrete pavement construction according to the project special provisions, the Standard Specifications for Public Works Construction ("Green Book") and Caltrans Standard Specifications. Submit daily field reports to the City and a final report after work is completed. ♦ Provide inspections for installation of precast and cast in -place concrete, welding, high strength bolts, structural steel, masonry, painting and other types of work in accordance with the California Building Code (CBC) and the contract documents. Submit field reports to the City immediately after inspections are completed. All deputy inspectors shall register with the City's Planning and Building Agency prior to start inspection. ♦ Perform tests on various construction materials as required by the City. Available tests may include the following: o Mix Designs o Concrete o Concrete Blocks o Brick Masonry o Masonry Prisms o Mortar and Grout o Fireproofing o Soils and Aggregates o Asphalt Concrete o Reinforcing Steel o Environmental ♦ Inspectors who perform work in confined areas or at elevated levels shall be certified or trained for confined space and fall protection. ♦ Recommend testing method on defective work and advise the City of acceptance standards. ♦ Provide source inspection for concrete and asphalt concrete at mixing plants, and inspection for other materials at their source as required by the project specifications. ♦ Provide other quality control services as requested by the City. ♦ Field reports shall be submitted daily to the City. Submit and distribute typed inspection and testing reports to the City's Public Works Agency and the Planning and Building Agency in accordance with "Green Book" and "CBC" requirements and to other concerned parties within a week after the work is performed. City of Santa Ana RFP 20-111 Page Al-2 ♦ Submit a final report to the City within five working days upon completion of each project. B. SPECIAL REQUIREMENTS Since some of the city projects will be funded by Federal or State grants, the selected consulting firm must comply with requirements of Caltrans' construction manual and the following: Certificate of Personnel ♦ The personnel who will conduct the sampling and testing must be certified. They can be certified by Caltrans' District Materials Engineer, by the National Institute Certification of Engineering Technologies, or by other authority acceptable by the Construction Engineer of the City to be proficient in accepting sampling and testing. ♦ A copy of each person's certificate must be on file in the office of the Construction Engineer. The certificate shall list the type of work which the individual is authorized to perform. ♦ The testing laboratory must be under the supervision of a registered engineer with experience in inspection and testing of construction materials. This engineer shall certify the results of all tests performed by the lab personnel under his/her supervision. ♦ The selected firm must maintain the laboratory testing equipment in accordance with recognized national standards. ♦ The selected firm must have an independent assurance testing and sampling program. This program can be performed either by their own personnel not involved in the acceptance testing and sampling, or by another quality assurance organization. ♦ Correlation Testing Program: The Materials Laboratory shall be a participant in one or more of the following testing programs: ♦ AASHTO Materials Reference Laboratory (ARML) ♦ Cement and Concrete Reference Laboratory (CCRL) ♦ Caltrans' Reference Samples Program (RSP) Acceptance Testing and Sampling ♦ The selected testing laboratory shall conduct acceptance testing of materials on the first day when work is performed, and continues daily until the work is completed. City of Santa Ana RFP 20-111 Page Al-3 Reporting Test Results ♦ When aggregate sample is taken in the material source, the testing firm shall submit to the Resident Engineer results of sand equivalent, cleanness value and sieve analysis within 24 hours. When soils and aggregate samples are taken at the job site, results of these tests should be submitted within 72 hours. ♦ Results of compaction and density tests taken at the job site should be submitted within 24 hours. ♦ When samples of soils and asphalt concrete are taken at the job site, R-value and result of asphalt extraction test should be submitted within 96 hours. Independent Assurance Sampling and Testing The selected firm shall establish and maintain an Independent Sampling and Testing (ISAT) program: ♦ To verify that the project sampling and testing are performed correctly by the testers and samplers. ♦ To ensure the equipment is properly calibrated. ♦ To provide the City with a copy of the program to ensure that the program is carried out. ♦ To provide the Resident Engineer with a report indicating actions to be taken by the selected testing firm when discrepancies are found between ISAT and acceptance tests (AT). C. CITY RESPONSIBILITIES ♦ Furnish construction plans and specifications to the consultant. ♦ Coordinate with the contractor regarding work schedule and notify the consultant 24 hours in advance for the required inspections and tests. D. SPECIAL REQUIREMENTS (ATTACHMENT 4) ♦ This project may utilize California Department of Transportation (Caltrans) funds and shall therefore comply with all state and federal requirements. The below referenced forms included in Attachment 4 (Additional Provisions) of the Appendix must be completed in their entirety and submitted with your proposal: LAPM Exhibit 10-H: Sample Cost Proposal City of Santa Ana RFP 20-111 Page Al-4 • LAPM Exhibit 10-01: Consultant Proposal DBE Commitment • LAPM Exhibit 10-02: Consultant Contract DBE Commitment • LAPM Exhibit 10-K: Consultant Certification of Contract Costs and Financial management System Please reference Caltrans Local Assistance Procedure Manual, Consultant Selection, Chapter 10, for further instructions and guidelines pertaining to the completion of these forms: https://dot.ca.gov/-/media/dot-media/programs/local- assistance/documents/lapm/ch 1 O.pdf COMPLIANCE WITH REQUIREMENTS OF FUNDING AGENCY: This agreement may be funded with state and/or federal grant funds administered by Caltrans. Proposer shall comply with all requirements as they pertain to the use of these funds. Refer to Attachment 4 for Caltrans required forms, including Exhibit 10-H — Sample Cost Proposal (112 for On -Call Contracts) in the Appendix of this RFP. DISADVANTAGED BUSINESS ENTERPRISES (DBE) GOAL: The Agency has established a DBE goal for this Contract. Proposers are encouraged to obtain DBE participation for this contract. Refer to Exhibit 10-I — Notice to Proposers DBE Information included in the Appendix of this RFP. Proposers must submit Exhibits 10-01 & 10-02 — Consultant Proposal & Contract DBE Commitment to demonstrate compliance with Agency's DBE goal. CONSULTANT AUDIT AND REVIEW PROCESS: Prior to contract award and dependent on contract award amount, the selected Consultant shall be subject to an audit or review by Caltrans' Audit and Investigations (A&I), other state audit organizations, or the federal government. The selected Consultant shall complete Exhibit 10-K — Consultant Annual Certification of Indirect Costs and Financial Management System for all prime and sub -consultants in the Appendix of this RFP. To independently download any of the Caltrans Exhibits required per this RFP, visit: https:Hdot. ca. gov/pro grams/local-assistance/forms/local-assistance-procedures-manual-forms City of Santa Ana RFP 20-111 Page Al-5 EXHIBIT B Statement of Qualifications for MATERIAL TESTING & SPECIAL INSPECTION SERVICES RFP NO. 20-111 CITY OF SANTA ANA September 30, 2020 -.1 KLE/NFELOER SECTION 1. STATEMENT OF QUALIFICATIONS Bright People. Right Solutions. a. Cover Letter September 30, 2020 Sean Thomas City of Santa Ana Public Works Agency; M-36 20 Civic Center Plaza, Ross Annex Santa Ana, CA 92701 Subject: Statement of Qualifications for Material Testing and Special Inspection Services City of Santa Ana RFP No 20-111 Dear Mr. Thomas: The Kleinfelder Team is pleased to submit our statement of qualifications (SOQ) in response to the City of Santa Ana's (City) request for qualifications (RFQ) No. 20-111 dated September 2, 2020 to provide on -call materials testing and Project Manager/Principal Agent special inspection services. Kleinfelder has been providing on -call & Single Point of Contact materials testing and inspection services for public works (Legal Authority to Bind Kleinfelder) construction projects since the firm's inception in 1961.Our team will be led by Project Manager/Principal Agent, Dany Hanna, Dany Hanna, PE, MS, MBA PE, MS, MBA, who has over 19 years of experience managing on- Kleinfelder, Inc. call contracts in southern California, maintains strong client cl 909.376.6128 relationships, understands the contract requirements, and requires el dhanna@kleinfelder.com no ramp -up time to meet the City's budget and schedule. The Kleinfelder Team offers the following to the City: • Nearly 60 years of experience successfully providing a wide range of special inspection, materials testing, and related services for local agencies and municipalities. • On -call materials testing and inspection contracts with numerous state and local agencies, including Orange County Department of Public Works, County of Los Angeles, Caltrans, and Cities of Anaheim, Long Beach, Los Angeles, Burbank, Ontario, Industry, and Pasadena. • All key personnel will be made fully available for assigned City Task Orders as needed. Our in- house multi -certified inspectors/technicians observe multiple aspects of a project from start to finish and are available to meet short -notice construction schedules/deadlines. • Our three full -service, accredited materials testing laboratories (Long Beach, Ontario, and San Diego) are under the supervision of a registered engineer and meet all American Society for Testing and Materials (ASTM) E329 requirements for testing and are inspected and certified or accredited regularly by numerous local, state and federal agencies such as Caltrans Reference Sample Program (RSP), American Association of State Highway and Transportation Officials (AASHTO) Materials Reference Laboratory (AMRL), Concrete and Cement Reference Laboratory (CCRL), State of California Department of General Services (DGS), and the US Army Corps of Engineers (USACE). • Quick turn -around time. Our depth of local resources allows us to respond quickly (within 4 hours or less) to any request for service. Kleinfelder acknowledges receipt of Q&A (Addenda) Sets 1 and 2, released September 10, 2020. Our local knowledge, combined with our vast amount of relevant experience, will enable us to provide the City with innovative solutions to assist with successfully meeting the contract requirements within the scheduled time frame and project budget. Respectfully Submitted, Kleinfelder, Inc. Dany Ha PE, MS, MBA Mike AchnUt" Project anager / Principal Agent Quality Assurance Manager MW211076.001P Kleinfelder 11 24411 Ridge Route Drive, Suite 225 Laguna Hills, CA 92653 •o p 1 949.727.4466 •v f 1 949.727.9242 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 b. Contract Agreement Statement THIS CHANGE WAS NOT ACCEPTED BY CITY Kleinfelder would like the opportunity to add the following to the indemnity clause listed in the City contract: "Notwithstanding anything contrary to the foregoing, any obligation of Consultant to indemnify and defend City shall be based on its adjudicated proportionate negligence." c. Firm & Team Experience Profile of Kleinfelder, Inc. Headquartered in San Diego, Kleinfelder has been providing materials testing and inspection, geotechnical engineering, environmental, and technical engineering services to public and private clients in California since its founding in 1961. We have maintained a presence in Orange County since 1989. Our local southern California operations include offices and/or laboratories in Laguna Hills, Los Angeles, Long Beach, Ontario, Riverside, and three in San Diego. Metrics on Kleinfelder's firm size (offices and staff) are provided in the table below. Legal Form of Company: Private Corporation incorporated in State of California Date of Founding / Incorporation: April 1, 1961 / April 20, 1962 Number of Offices: 74 (firm-wide)127 (California) 18 (Southern CA) Number of Staff: 1,909 (firm-wide)1718 (California) 1406 (Southern CA) Kleinfelder is a California Corporation in good standing with the Secretary of State, and is registered with the State of California Department of Industrial Relations (DIR): 1000001733 Kleinfelder, Inc. 7/1/2019 6/30/2022 Active 467252 Kleinfelder is licensed to work in Santa Ana, so we are ready to work when the City's tasks begin. CITY OF SANTA ANA - TREASURY M-15 20 CIVIC CENTER PLAZA -PO BOX 1964 SANTA ANA, CALIFORNIA 92702 PHONE (114) 647-5447 KLEINFELDER INC 550 W. C STREET #1200 SAN DIEGO, CA 92101 Qualifications and Experience THIS LICENSE MUST BE DISPLAYED AT THE PLACE OF BUSINESS BUSINESS TAX NO. 194215 TAX PERIDD: 11VZ0Z0-12W1Z020 BUSINESSTYPE: BUILDING, GENERAL BUSINESS ADDRESS' 550 W. C $TRFFT#1200 SAN DIEGO, CA W101 BUSINESS NAME: KLEINFELDER INC OWNERIRER PIERSON,GEORGE- PRE$ EXPIRATION DATE: 1213112020 Kleinfelder has a long, successful track record of providing services on public works -related projects. For six decades, more than half of all projects completed by Kleinfelder have been in and/or for the public sector. Approximately 80% of our current projects in southern California are public works - related, either being performed directly for public agencies or through design/civil engineering firms. As a result, Kleinfelder is well versed in the requirements for timeliness and efficiency when working on public sector projects, and are knowledgeable of applicable codes, regulations, and ordinances associated with public works design and construction. On -Call Contract Experience In addition to our extensive public works experience, we are extremely effective at managing on -call contracts. We are currently providing professional services as an "on -call" consultant for many agencies. Several, relevant key public agency clients are listed on the following page. KLE/NFELOER MVV210924.001P Kleinfelder 12 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 • Orange County Department of Public Works • Orange County Transportation Authority • County of Los Angeles • City of Long Beach • Caltrans Districts 7, 8, and 11 • City of Los Angeles • City of Anaheim * Administrative nilaings * Roadways * Water treatment facilities * Airports * Correctional facilities * Parks • City of Ontario • City of Burbank • Los Angeles County Metropolitan Transportation Authority (METRO) • City of Industry • Los Angeles Department of Water & Power • Riverside County Transportation Department * ripelines/storm drains * Landfills * Parking structures * Libraries * Dams/flood control * Hospitals * Bridges * Redevelopment areas * Courthouses * Water conveyance facilities * Levees Materials Testing and Inspection Services. Kleinfelder offers materials testing and inspection services that can significantly reduce uncertainties during the construction process through consistent use of our internal "Kleinfelder Quality Management Plan" (KQMP) which measures to meet the Caltrans documented "Independent Sampling and Testing (ISAT) proaram. Adherence to the KQMP is the responsibility of our Project Manager/Principal Agent and is required to be followed by our subcontractor. Our engineers work closely with design professionals and other project team members throughout the project's duration, helping to balance the often -competing elements of time, budget, and quality. Laboratory testing is provided by our own fully accredited laboratories meeting all ASTM E329 requirements for testing, which are inspected and certified regularly by agencies that include: * City of Los Angeles * DGS DSA * CCRL * Caltrans * AASHTO-AMRL * USACE Kleinfelder provides a full scope of services for the inspection and testing of construction -related materials including: * Site grading * Foundation excavations * Backfill placement * Subgrade preparation * Pile driving * Drilled pier construction * Rock anchor placement * Precast concrete inspection * Welding inspection * Concrete paving * Reinforcement placement * Batch plant inspection * Concrete placement * Asphalt paving * Soil improvement * Load tests * Steel construction * Painting * Masonry construction * High strength bolting * Expansion bolting * Drainage systems * Field instrumentation * Underpinning * Source inspection * Fabrication shop inspection Special Inspection Services. Special inspection services are provided to verify the compliance of structural elements to project plans and specifications as set forth by the California Building Code (CBC). These iervices will be provided by our in-house approved inspector! who have undergone voluntary certification by the International Code Council (ICC). Their responsibilities on a project include (within the restraints and under the guidelines as set forth by the CBC): * Observing the work assigned for conformance with approved design drawings and specifications. KLE/NFELOER Kleinfelder 13 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Furnishing inspection reports to the building official, owner's representative, construction manager, and other designated persons. Bringing all discrepancies to the immediate attention of the contractor, and if uncorrected, to the attention of the construction manager and building official. Submitting a final signed report stating whether the work requiring special inspection was, to the best of our knowledge, in conformance with approved plans, specifications, and the workmanship provision of the CBC. Kleinfelder Project Team Key Personnel Team Leads Kleinfelder has assembled a team of key professional and technical personnel to address the scope of services that are anticipated under the City's contract. Project Manager / Principal Agent DANY HANNA, PE, MS, MBA Available to fully support Contra( 4: ■ 19 years of experience as Principal -In -Charge, Program Manager, Contract Manager, and Project Engineer for multiple agency contracts, including Cities of Ontario and Long Beach, County of Los Angeles, Caltrans, and various southern California agencies. c: 909.376.6128 ■ MBA, Finance; MS, Civil Engineering (Pavement); CA PE - Civil #70996 Associates -in Charge (Task Order Managers) JAMES STIADY, PhD, PE, GE Available to fully support this Contract ■ 20 years of technical and project management experience in pavement, geotechnical, and materials testing for various on -call contracts throughout southern California. Performs pavement condition surveys, designs pavement sections, and develops/reviews pavement rehabilitation programs. c: 858.736.6412 PhD, Civil Engineering; California PE - Civil #66243; and GE # 2820 ROGER KHOUDESSIAN, PE Available to fully support this Contract ■ 17 years of experience in materials engineering and with ASTM, AASHTO- AMRL, Caltrans, Greenbook, USACE, ACI, and local standards. BS, Civil Engineering; PE - Civil No. 73806, CA; Multiple certifications- " California Test Methods (CTM), AWS Certified Welding Inspector, ICC c: 562.824.2306 Special Inspector, NICET Level II, PG Binder Technician (NBTC) RICK BELL, NICET, NRMCA, RSO Available to fully support this Contract ■ 38 years' experience with task order management and laboratory/field QA testing, which has included construction inspection, shop fabrication inspection, materials testing, batch plant inspection, and office engineering. ■ NICET - Level II (field & lab); National Ready Mixed Concrete Association: c: 909.721.6639 Portland Cement Concrete (PCC); OSHA 40-Hour HAZWOPER; Certified Radiation Safety Officer (RSO) Key Personnel Resumes Resumes for our key personnel that outline their technical and design experience are included as Appendix A to this proposal. KLE/NFELOER MVV210924.001P Kleinfelder 14 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Organization Chart Our Organizational Chart below provides a graphic illustration of our proposed project team members including our Project Manager/Principal Agent and Associates -in -Charge (Task Order Managers), key personnel, additional support staff resources, and their roles and responsibilities. We have also noted percentages of time that each team member will be devoted to this contract. Should the City's projects require additional support, we can easily draw upon an additional 400+ local professional and technical resources located within southern California. Bryan Reese, ASP Sony Pheng Ali Rehman Marcus Molina Dominic Montemayor Eddie Jabbour KennedyEubany Kreetha Mekchai (TM) Ruben Roque (TM) Mike Hobbs (TM) Manuel Uy (TM) Ian Snyder (TM) David Valenzuela (TM) Manuel Zavala (TM) Juan Le Roy Jeffrey Diaz Daniel Jimenez Kevin Oluoha Aaron Bishop Thomas Rebosky Alex Garcia Sage Dempsey Shawn Mclaren Cameron Massa Julian Calderon e Project. Principal Agent Dany Hanna, PE, MS, MBA OrderTask James Stiady, PhD, PE, GE Roger Khoudessian, PE Rick Bell Eric Kennedy Kim Byrd Jason Eckerson Robert Carman Mike Carman Jacob Collins Michael Magana Ian Snyder (TM) Juan Le Roy Adam Gardiner Chris Rice Sage Dempsey Shawn Mclaren Sony Pheng OmarMolina Jimmy Monterroso Alex Garcia Aaron Bishop Thomas Rebosky Scott Morris Dominic Montemayor Daniel Jimenez Jeffrey Diaz Vartan Deirdeirian Jeffrey Diaz Cameron Massa Julian Calderon Michael Magana Eddie Jabbour Juan Le Roy Daniel Jimenez Aaron Bishop Chris Rice David Magana Sage Dempsey Tony Gonzalez Christian Castanar Erik Kinczel Kevin Oluoha Dominic Montema yor Kennedy Eubany OmarMolina Marcus Molina Alex Garcia Sha wn Mclaren Sony Pheng Ali Rehman Danielle Gray Notes: • Full resumes for bold key personnel have been included in this submittal. • Staff availability 100% for boldlkey personnel. 90% for unbold support staff 80% for unbold, italicized support staff. DBE Subcontractor: TransMat, Inc. (TM) Mike Dorsch Rick Bell Roger Khoudessian, PE Jeffrey Diaz Juan Le Roy Michael Magana Vartan Deirdeirian We can draw upon our professional and technical southem California resources, as well as those of our DBE subcontractor, who are readily available to support the City as -needed: • Special Inspectors • Soil Technicians • Pavement Specialists • Hazmat Technicians • Materials Engineers • Geotechnical Engineers • Construction Managers • Registered Geologists • Certified Hydrogeologists • Certified Engineering Geologists • Scientists • Planners • Draftspersons/ • CADD operators • Administrators/ • Project Controls • Word Processors KLE/NFELOER Mw210924001P Kleinfelder 15 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 DBE Subcontractor Participation Kleinfelder has teamed with a highly qualified and experienced Disadvantaged Business Enterprise (DBE) subcontractor and we intend to exceed the City's 10 percent goal for federally funded projects. Kleinfelder has teamed with this subcontractor on similar projects, who is a local expert in their field, and will augment our capabilities to support the City's as -needed scope of services and maintain flexibility in resourcing given the often -intermittent nature of services authorized under an as -needed contract. Contact Kreetha Mekchai, CEO/President 909.293.9186 8966 Benson Ave. Unit B Montclair, CA 91763 transmatinc@gmail.com Certifications DBE (CUCP) #45222 Accredited Laboratory State of CA DIR Registered 1000057301 (exp. 06122) Established: 2017 Role: Testing & inspection services d. Understanding of Need 000• Professional consulting Tra n s M at, I nc services corporation providing materials testing, geotechnical engineering, and field inspection services. Currently working with Kleinfelder on two Caltrans contracts. Transmat's President and founder, Mr. Kreetha Mekchai, has 20 years of experience in materials testing, inspection, geotechnical investigation, and laboratory testing. TransMat employs several experienced laboratory and field (soils, asphalt concrete, PCC) testers and batch plant inspectors. These laboratory testers and field technicians/inspectors are experienced with field safety, defensive driving, and specific project safety requirements. Kleinfelder understands that the City requires the services of a qualified firm to provide experienced field and laboratory staff on an as -needed basis to perform materials testing and inspection services for various Capital Improvement Projects within the City. Projects may include street pavement, traffic signals, underground utilities, buildings, bridges, and park facility improvements. Work is anticipated to include testing and inspections for construction activities involving grading, soils, base material, concrete, masonry, asphalt concrete, structural steel, reinforcing steel, painting and to provide other quality assurance (QA) services when required. Kleinfelder acknowledges that City projects may be funded with State and Federal grant funds administered by Caltrans. In general, the requested services may include materials testing and inspection services of the following: * Mix Designs * Masonry Prisms * Asphalt Concrete * Concrete * Mortar and Grout * Reinforcing Steel * Concrete Blocks * Fireproofing • Environmental Materials Testing and Inspection Services Work Plan * Brick Masonry * Soils * Aggregates Kleinfelder expects to furnish all personnel, laboratory facilities, transportation, materials, supplies and equipment necessary to perform services requested under this contract. Depending on the funding source, all services will be provided in accordance with the California Building Code (CBC), Standard Specifications for Public Works Construction (Green Book), Caltrans Standard Specifications, as well as OSHA Construction Industry Standards, and other applicable codes. All of our personnel who will conduct the sampling and testing will be certified by the proper authority having jurisdiction for the project, and a copy of their certifications will be on file in the office of the Construction Engineer prior to any work being performed on the project. KLE/NFELDER Mw210924.001P Kleinfelder 16 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 The following outlines a typical work plan for materials testing and inspection services anticipated under this contract: Task 1: Project Kick -Off Meeting Our project team will meet with City representatives to initialize the project expectations, in terms of scope of services, schedule, and budget requirements. Communication controls and expectations will be clearly outlined for future activities. The primary goal is to have a mutual understanding of the City's expectations of Kleinfelder and the conduct of the construction activities. With a clear understanding of the expectations, unanticipated changes and surprises can be dramatically reduced. At this time, we will review project plans and specifications to evaluate the intended scope of services and provide alternatives for consideration. Task 2: Identification of Schedule and Budget Requirements After reviewing the plans, specifications, and schedule, we can prepare a proposed scope of services and cost estimate. The construction schedule will have a large impact on the requirements and duration of our services. It is important, both from a scheduling and accounting standpoint, to have an agreed -upon schedule and budget to follow and measure, as we proceed through the construction process. These elements will help us to provide the City with progress benchmarks, both from a financial and construction viewpoint. Once our proposal is approved by the City, we will receive a Work Authorization. Task 3: Staffing and Resource Management Plan Our Project Manager/Principal Agent will personally manage City projects and work closely with our Task Order Managers, typically the individual that attended the kickoff meeting. We will hold an internal kickoff meeting with designated staff to review documents, project scope, expectations, work practices, and schedule subconsultants as needed. Mr. Hanna will be supported by our Quality Assurance Manager, Mr. Mike Dorsch, to provide proactive testing and inspection in accordance with the project needs. Kleinfelder will develop a r Review Pee r customized Quality Assurance and Quality Control (QA/QC) Cycle Reviews Plan for each task order under this contract. A written Project Quality Plan is the key ingredient of our QMP regardless of scope "Ohl or budget. Interdisciplinary A For medium to large projects where observation services are Reviews required on a full-time basis, we will assign a multi -disciplined Senior Technician to reduce the need for more than one technician for multiple operations at the site. This Senior Quality Management Technician will also coordinate resources in the field. In the event that the job sequence requires more than one technician, we will provide a supplemental technician (upon City approval) who will work at the direction of our Senior Technician. Task 4: Preparation and Review of Mix Designs Based on the discussion and information gathered from the kickoff meeting with the City staff, a Kleinfelder pavement engineer will review and/or recommend and develop concrete and asphalt mix designs considering the traffic loads, subgrade modulus, and sustainability factors. A road alignment with a weak subgrade and requiring reconstruction may be a good candidate for full depth reclamation. Typically, this approach is cost effective where long runs of pavement require replacement. Recycling the existing asphalt pavement and base material and blending it into the subgrade soils reduces hauling and disposal of material. KLE/NFELOER MVV210924.001P Kleinfelder 17 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Kleinfelder is capable of developing asphalt concrete mix designs for leveling course, asphalt base course, surface course, and wearing course, including rubberized asphalt concrete mixes. Kleinfelder can prepare and develop these mix designs in-house, utilizing the appropriate test methods and samples of aggregate and binder from local asphalt suppliers. In addition, we can develop mix designs for concrete pavement, full depth reclamation sections, and cement treated base materials. Task 5: Material Testing & Inspection Services We understand and are well -versed in the City's requirements for timeliness and efficiency in performing work, scheduling, and reporting results. Once notified with a time and location where our technician/inspector will be required, our centralized Kleinfelder dispatch team will schedule the appropriate certified technician/inspector for assignment. The technician/inspector will become intimately familiar with the project documents and will maintain daily records of inspection and testing which will document records of time and work performed. Our field staff will review safety protocols and safe work practices for each activity. They are equipped with appropriate personal protective equipment (PPE) for services they will provide, which include reflective safety vests, steel -toed boots, hard hats, gloves, and eye protection. They will participate in daily safety tailgate meetings prior to the start of work. They will contact our office for additional staffing and equipment, as necessary, based on communication with the City's onsite representative and the project engineer. Daily reports and test results will be provided to the project engineer and City onsite representative for review and signature and delivered to Kleinfelder's Project Manager/Principal Agent at least on a weekly basis, or daily when time -critical items are identified for immediate resolution. Reports and test results may be transmitted electronically to the project engineer and requested City team members. The technician/inspector will maintain a list of non-compliance issues and track resolution of these items. In addition, they will document and track re -inspection and re -testing so the City may back -charge the contractor for these additional costs, if desired. In addition to required inspection, testing, and sampling equipment, inspectors are equipped with smartphones, iPads or laptops with software including Microsoft Office (Word, Excel, and Outlook), Bluebeam Revu and Acrobat Reader for pdf files, and our FieldNet reporting software. • Better access to higher quality, consistent field data • Improved turn -around time and communication • Reduced risk of lost or compromised data • Reduced or eliminated manual re-entry of data • Efficient workflows from field to office • Automatically generated deliverables Kleinfelder inspectors utilize our proprietary •Integration with GIS, LIMS, Deltek®, ZI I EQuIST"" p p p ry Enhanced photographic documentation field reporting software, FieldNet, which Works without an internet connection enables our staff to collect data, prepare Enhanced GPS accuracy when required deliverables, effortlessly upload information Custom forms can be developed by request to data management systems, and automatically generate reports using tablets in the field. FieldNet improves reporting turnaround time and offers high data quality on projects. Task 6: Laboratory Testing Samples of construction materials will be picked up and transported to our laboratory for testing and analysis by certified laboratory technicians. The laboratory manager reviews the data and distributes a typed test results report indicating whether the material did or did not meet the requirements of the project specifications. A registered engineer will review the laboratory reports and certify the test results prior to distributing them to the City's authorized representatives. The City and Kleinfelder's Project Manager/Principal Agent will be notified immediately if a sample fails to meet specifications so that an alternate plan may be implemented. KLE/NFELOER Mw210924.001P Kleinfelder 18 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Task 7: Project Management and Controls The management of our processes will be a valuable tool for the City to assess not only the acceptability of the construction process, but also many aspects of the progress and conduct of the job. The key to success on any project begins with a strong Project Manager/Principal Agent who is available, experienced, and practices proactive communication strategies. Mr. Hanna's leadership is focused on a team approach with proactive communication to: • Provide successful project execution plan (PXP) including a detailed scope, a realistic schedule, and a mutually agreed upon budget • Strategically coordinate and allocate resources within Kleinfelder and the subcontractor team • Ensure quality at all levels of planning and design • Ensure safety Client Coordination • Deltek Vision TO Deliverable • Reporting All_ Work Management • Burn • Work Forecast + QA / QC Lead • Project Meetings & Process Project controls is a term describing the tools, techniques, and procedures implemented by Kleinfelder's Project Manager/Principal Agent to monitor project components: scope and budget, project execution, quality, and schedule. Kleinfelder maintains a team of internal project controllers who actively work on large-scale programs with multiple subcontractors in order to reduce project owner risk through active real time tracking and reporting to the project manager regarding these items. Within Scope and Budget. The ability to keep a project within the original scope and budget is a result of defining a complete scope. Identifying a clear purpose, need for the work, and the intended outcome are critical to this task. With well -prepared task scopes and goals, budgets will be set and commitments will be made to adhere to. Progress meetings, reviews, and scheduling controls will identify work that could be out of scope or does not contribute to the desired outcome. These monitoring efforts will control the budget and eliminate out -of -scope work proceeding without proper approvals. Where a change of scope becomes necessary, the issue will be evaluated, quantified, mitigated (if possible), and communicated to the City's project manager. Kleinfelder will not exceed a project budget without getting prior authorization from the City. Task 8: Reporting and Project Closeout We will provide the City's representative and other designated team members with a copy of all results, including: • Daily field reports (upon completion of each shift) • Daily test results performed in the field (upon completion of each shift) • Project memos or clarification requests (as needed) • Budget status reports (weekly or monthly) • Any unusual or unanticipated activity or observations (as noted) KLE/NFELOER MVV210924.001P Kleinfelder 19 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Laboratory test reports will be forwarded electronically to the City's representative and designated team members. Our laboratory test results will be submitted in accordance with the time frames listed in the City's RFQ Section titled Reporting Test Results. A final report will be prepared for materials testing and inspection services, summarizing the observations and testing made in the field and laboratory, and providing conclusions for suitability and recommendations. This final report will be submitted to the City within five working days upon completion of each project. Commitment to Safety Kleinfelder employs the LPS® (Loss Prevention System) program in all of our work practices. The basis of LPS is reducing losses (both safety and financial) by identifying unsafe conditions or behaviors and providing the means to mitigate them. Kleinfelder's adoption of the LPS® system has resulted in a total recordable incident rate (TRIR) of 0.40, the lowest in Kleinfelder's history. Kleinfelder is proud to have integrated the LPS® system into our culture, and we believe it sets our firm apart from our competitors by taking a more focused and proactive approach to safe work practices and empowering each employee to identify potential hazards and make safer choices. e. Relevant Project Experience Client: OCPW Fee: $1.5M Duration: 2015 - Ongoing Reference: Vinh Tran, PE, Senior Engineer 714.955.0210 vinh.tran@ocpw.ocgov.com Relevance to this Contract: • Materials testing and inspections • Laboratory testing • Public structure improvements • Geotechnical engineering review of contractor submittals Key Staff • Dany Hanna, PE, MS, MBA • Mike Dorsch • James Stiady, PhD, PE, GE • Rick Bell • Bryan Reese, ASP • Eddie Jabbour • Juan Le Roy • Jeffrey Diaz • Cameron Massa • Ali Rehman • Tom Rebosky • Shawn McLaren • Sage Dempsey • Michael Magana • Dominic Montemayor • Christian Castanar • Edmond Jabbour Kleinfelder is currently providing construction inspection, geotechnical engineering, and materials testing and inspection services for OCPW under the management of Mr. Dany Hanna, PE, MS, MBA. Under on -call contract, Kleinfelder is providing materials testing and inspection services in support of the OCPW QA program for construction of new or rehabilitation of existing roadways, flood control channels, parks, or other infrastructure projects. All testing is performed in accordance with OCPW Standards and Procedures using CTM, ASTM, and/or AASHTO-AMRL testing. Kleinfelder complies with the County of Orange Standard Plans, Greenbook Specifications, Caltrans, ASTM, AASHTO-AMRL, and APWA Standards. In addition, Kleinfelder's material testers, inspectors, and laboratories are certified with Caltrans, CCRL, AASHTO-AMRL resource accreditation, and ASTM D3666. Kleinfelder also complies with all applicable requirements of the California Construction and General Industry Safety Orders, the California Occupational Safety and Health Act (Cal -OSHA), County of Orange's Safety and Loss Prevention Program and all applicable laws and regulations. Oso Parkway Bridge Replacement, Aliso Viejo. This project consists of the removal, relocation and adjustment of existing improvements, excavation and grading, removal and relocation of existing utilities, construction of new storm drainage and storm water pre-treatment and storage system, construction of curb, gutter and pedestrian walkways and ramps, bridge construction, roadway paving and new overhead signage and traffic control devices. Under the leadership of Task Order Manager Rick Bell, Kleinfelder has performed concrete batch plant inspections, PCC aggregate sampling and testing, and onsite flexural beam fabrication and laboratory testing per Caltrans test methods. Additionally, HMA batch plant inspections occurred and Kleinfelder materials testers sampled the HMA, binder, and aggregates for testing in our Caltrans accredited laboratories. KLE/NFELOER MVV210924.001P Kleinfelder 110 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 0 CLIENT BENEFITS Ability to Meet Schedule. Kleinfelder utilized its large team of in- house materials testers with Caltrans certifications. This allowed the team to assist the County laboratory in load -leveling with minimal disruption to meet seasonal construction testing needs. Availability/Responsiveness. The depth of our team and local operations enabled us to identify the appropriate staff and schedule for service within hours of receiving requests. Client: City of Long Beach Fee: $12M Kleinfelder has been providing on -call geotechnical, materials testing Duration: 1991-Ongoing and inspection services for the City of Long Beach since 1991. Under Reference: numerous contracts, Kleinfelder has performed work on over 500 Marc Wright, Construction Service task orders for the City. The scope of work comprises the Officer, Bureau of Engineering, improvement for numerous city street projects (federally and locally Department of Public Works funded), airport runways and taxiways, public works facilities (fire 562.570.5160 stations & libraries) and parks. marc.wright@longbeach.gov Under the management of Mr. Dany Hanna, PE, MS, MBA Relevance to this Contract: Kleinfelder has been consistently providing quality and effective on -call • Special inspections materials testing services, which include observation and testing for • On -call services asphalt concrete, soils, base, slurry seal, full depth reclamation, cement • Field testing per Greenbook treated base, lime treated soil, PCC testing, and special inspection and Caltrans specifications services of reinforced concrete, structural masonry, structural steel • Review of project plans & welding and bolting, shotcrete, spray -applied fireproofing, pre -stressed specs and submittals (pre and post -tensioned) concrete, installation of adhesive and • Laboratory testing of mechanical anchor bolts and dowels, HMA, PCC batch plant construction materials inspections, and soil nail installation observation. • Related public improvements Key Staff In addition to materials testing and inspection services, Kleinfelder • Dany Hanna, PE, MS, MBA performed batch plant inspection and reviewed HMA and PCC • Mike Dorsch pavement mix designs. Kleinfelder has also performed on -call • Bryan Reese, ASP environmental services under this contract including asbestos and • Roger Khoudessian, PE lead -based paint surveys and abatement oversight. • Rick Bell CLIENT BENEFITS • Sony Pheng • Jeffrey Diaz Rapid, Local Response. Having a local laboratory resulted in cost • Michael Magana saving to the City by minimizing travel time and sample pick up and • Juan Le Roy drop off time and which indirectly yields to quick turn -around of test • Cameron Massa results, avoiding potential construction delays. • Danielle Grey Client: County of Los Angeles Kleinfelder has been providing on -call materials testing services for Department of Public Works the County of Los Angeles since 2000. Task orders have been Fee: $600,000 performed on numerous city streets, bridges, and public Duration: 2000 - Ongoing improvement projects all throughout the County. Reference: KLE/NFELOER Mw210924.001P Kleinfelder 111 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Greg Johnson, PG, CEG, Under the management of Mr. Dany Hanna, PE, MS, MBA, Laboratory Supervisor Kleinfelder has been consistently providing quality and effective on -call 626.458.7986 materials testing services to the County. Projects include AC gjohnson@dpw.lacounty.gov pavement grind and overlay, reconstruction of concrete curbs and Relevance to this Contract: gutters, sidewalks, median islands, curb ramps, driveway approaches, • Field investigations • Construction monitoring alley intersections, and other appurtenant work. Under the current • Laboratory testing contract, we have performed work on over 50 task orders. Kleinfelder • Evaluation services are performed in accordance with the County's Quality • Recommendations Assurance Plan (QAP) and Caltrans specifications. • Materials testing & inspection Martin Luther King, Jr. (MLK) Medical Center Campus East • Independent assurance testing Parrking Structure. Kleinfelder's Team included several County Key Staff certified special inspectors with past experience on post -tensioned • Dany Hanna, PE, MS, MBA parking structures in accordance with County and relevant • Mike Dorsch requirements/specifications. Kleinfelder also provided an Inspection • Bryan Reese, ASP Coordinator to fulfill and document the contractor's inspection • Roger Khoudessian, PE requests. We additionally provided multi -certified special inspectors • Rick Bell as -needed to observe placement of reinforcing steel, post -tensioned • Dominic Montemayor tendons, concrete, masonry block, masonry grout, anchor bolts, epoxy • Eric Kennedy • Kim Byrd dowels, and structural steel welding for this multi -story building. • Jason Eckerson Arcadia Mental Health Center Replacement. Kleinfelder provided • Robert Carman construction materials testing and special inspection services on • Mike Carman behalf of the County to assess conformance with the project • Jeffrey Diaz structural plans and specifications during construction. Our multi- • Cameron Massa certified, in-house technicians and inspectors provided staffing • Julian Calderon consistency and scheduling on this project, maintaning costs and • Michael Magana maximizing efficiencies. • Vartan Deirdeirian CLIENT BENEFITS Rapid local response of nearly two dozen local, certified materials testers and inspectors through our centralized dispatching system - minimizing costs associated with travel by utilizing staff who reside near the project sites. Client: Caltrans, District 8 Under the management of Mr. Dany Hanna, PE, MS, MBA, Fee: $3.3 Million Duration: 2017 - Ongoing Kleinfelder is currently providing construction materials sampling and Reference: testing and batch plant (asphalt concrete/PCC) inspection services to Godson Anyanwu, PE, Chief improve the State transportation system throughout Caltrans District Caltrans Southern Regional Lab 8. Our services are performed by materials engineering testers (SRL) holding the appropriate Caltrans, ACI and AASHTO certifications at 951.232.3834 numerous project sites and material supplier batch plants. Godson_Anyanwu@dot.ca.gov Task Order Manager Mr. Mike Dorsch performs project scheduling and Relevance to this Contract: field coordination, review and distribution of daily field reports, materials • Construction materials documentation and information, and prepares reports to Caltrans observation standards and requirements. Our materials testers work together under • Materials testing per CTMs our Lead Materials Tester Mr. Roger Khoudessian, PE. and Caltrans Construction Manual CLIENT BENEFITS • Concrete and HMA batch Kleinfelder's multi certified Consultant Materials Testers have plant inspection provided added value by being able to service multiple projects KLE/NFELOER Kleinfelder 112 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 • Field sampling of fresh and scopes of work within the same shift resulting in a cost concrete, HMA, soil, aggregate savings to Caltrans. • Field nuclear gauge compaction testing Continuity and Depth of Expertise. Our team's existing knowledge • Materials testing services in with Caltrans staff, equipment, and processes means we require no mobile laboratories training and have no learning curve. This results in high levels of • Special materials analysis and quality assurance. evaluation Local Response/Efficiency from Dispatch to Report Distribution. • Materials documentation and Kleinfelder was able to draw upon a team of nearly two dozen information materials staff with current Caltrans TL-0111 certifications. This large • Preparation of reports pool of materials engineering testers allows the team to assist the Key Staff Caltrans staff in load -leveling with minimal disruption to meet their • Dany Hanna, PE, MS, MBA construction testing needs. • Mike Dorsch • Bryan Reese, ASP Cost Savings. The Kleinfelder team utilized multiple laboratory • Roger Khoudessian, PE facilities for equipment storage and materials testing services to • Ali Rehman minimize travel time and provide quicker laboratory testing turn- • Dominic Montemayor around times. • Eddie Jabbour • Kennedy Eubany • Jeffrey Diaz • Julian Calderon • Michael Magana • Juan Le Roy Client: City of Ontario Kleinfelder is currently Fee: $200,000 to date performing as -needed Duration: 2014 -Ongoing geotechnical Reference: Tricia Espinoza, City Engineer y 1 engineering and 909.395.2000 r. •�:�; ~ .:.; �-- materials testing and tespinoza@ci.ontario.ca.us a. ``:+ °;::'; ,:r '►s+� inspection services as Relevance to this Contract:, an extension to the city • Preliminary geotechnical engineering investigations • Geotechnical ; `_ , • �- department. Our ' = services have included task observations/testingand<` multiple orders report preparation requesting materials testing and inspection services during the q g g p g • Materials testing and rehabilitation of multiple residential streets and main commuter routes inspection services per ASTM, with the city. ACI, and Caltrans test Typical task orders have included construction observation and field methods and laboratory testing of engineered fill soils and backfill, aggregate • Review of project plans, base rock, asphalt concrete and PCC utilized during utility and street specs, and submittals improvement projects. • Laboratory testing of construction materials CLIENT BENEFITS • Related public improvements Staff Expertise/Quality Work: Kleinfelder's local staff hold Key Staff certifications by the Asphalt Institute, AWS/CWI, NACE, ACI, ICC • Dany Hanna, PE, MS, MBA as well as Caltrans proficiency. These certifications along with our • Mike Dorsch local knowledge of the geology, material suppliers and sources • Bryan Reese, ASP allowed us to provide our client with a team possessing the most • Rick Bell • Sony Pheng recent and relevant knowledge during construction activities. KLE/NFELOER MVV210924.001P Kleinfelder 113 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 • Thomas Rebosky Ability to Meet Schedule: Kleinfelder utilized our team of local, • Jeffrey Diaz certified staff. to assist the city with minimal disruption to the traveling • Juan Le Roy public. • M Cameron assa • Shawn Mass Cost Savings/Local Office: Kleinfelder utilized our staff and laboratory • Michael Magana located in the City of Ontario to minimize costs associated with travel and increase laboratory testing and reporting time. Availability/Responsiveness: The depth of our team and local operation enabled us to identify the appropriate in-house staff and schedule for service within hours of receiving requests. f. References The following includes select examples of our project experience with references for three public entities for which Kleinfelder has performed similar work within the past five years. These projects are detailed in Section e. Relevant Project Experience. Orange County As -Needed Materials Testing & Public Works Inspection and Geotechnical (OCPW) Engineering Services City of Long Beach On -Call Materials Testing and Geotechnical Services County of Los County of Los Angeles Angeles As -Needed Materials Testing, Inspection, and Geotechnical Engineering Services for Various Street Improvement Projects Vinh Tran, PE, Senior Engineer 714.955.0210 vinh.tran@ocpw.ocgov.com Marc Wright, Construction Service Officer, Bureau of Engineering, Department of Public Works 562.570.5160 marc.wright@longbeach.gov Greg Johnson, PG, CEG, Laboratory Supervisor 626.458.7986 gjohnson@dpw.lacounty.gov Mw210924.001P Kleinfelder 114 r KLE/NFELOER N Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 SECTION 2. SCOPE OF SERVICES AND SCHEDULE Materials Testing and Special Inspection Services Kleinfelder offers materials testing and inspection services that can significantly reduce uncertainties during the construction process. Our engineers work closely with design professionals and other project team members throughout the project's duration, helping to balance the often -competing elements of time, budget, and quality. Kleinfelder plans to perform materials testing and inspection services to assist the City and on -site construction personnel, in maintaining awareness that workmanship is being performed to the project specifications and that construction materials utilized meet minimum project specifications. The depth of our local team and dispatch system enables us to identify the appropriate staff and schedule to respond quickly (within 4 hours or less) and provide the City with quick turn -around time. Our team is experienced with on -call project demands and works 24 hours a day, 365 days a year to meet project needs. Materials testing and inspection services will be performed by knowledgeable individuals familiar with local soil conditions and construction materials standards and attributes. These services are intended to complement and assist the City throughout construction -related activities and our staff will be responsible for: • Observing the work assigned for conformance with approved design drawings and specifications. • Registering deputy inspectors with the City's Planning and Building Agency prior to the start of inspection. • Furnishing typed field reports daily to the City, building official, owner's representative, construction manager, and other designated persons. • Submitting typed inspection and testing reports to the City's Public Works Agency and the Planning and Building Agency in accordance with Greenbook and CBC requirements within a week after the work is performed. • Bringing all discrepancies to the immediate attention of the contractor, and if uncorrected, to the attention of the construction manager and City representative. • Submitting a final signed report stating whether the work was to the best of our knowledge, in conformance with approved plans and specifications. Kleinfelder has in-house technicians and inspectors that have been certified by the following agencies: * County of Los Angeles * City of Los Angeles * Caltrans * American Welding Society (AWS) * DGS/DSA for Masonry and Shotcrete Inspection * International Code Council (ICC) * National Institute for the Certification of Engineering Technologies (NICET) * American Construction Inspectors Association (ACIA) * American Concrete Institute (ACI) Kleinfelder provides QA inspection and testing services during construction of numerous projects including public works projects, commercial structures, bridges, mines, roadways, and airport runways. Our supervisory staff under the direction of our Project Manager/Principal Agent will be involved in all aspects of our materials testing and inspection services as well as the safety of our field staff. Mr. Hanna will work with our Health & Safety Manager Mr. Bryan Reese to ensure that our inspectors who perform work in confined areas or at elevated levels shall be certified or trained for confined space entry and have the proper fall protection and training. Our in-house team can provide the full scope of services listed for the materials testing and inspection of construction -related materials including: KLE/NFELOER Mw210924.001P Kleinfelder 115 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 * Site grading * Foundation excavations * Backfill placement * Subgrade preparation * Pile driving * Drilled pier construction * Rock anchor placement * Precast concrete inspection * Welding inspection * Concrete paving * Reinforcement placement * Batch plant inspection * Concrete placement * Asphalt paving * Soil improvement * Load tests * Steel construction * Painting * Masonry construction * High strength bolting * Expansion bolting * Drainage systems * Field instrumentation * Underpinning * Source inspection * Fabrication shop inspection Listed below are the standard materials testing and inspection services which we expect to perform on this contract and have provided for similar on -call contracts: Soil and Aggregate Sampling and Testing. Our certified technicians will sample soil and aggregate using ASTM Standard Practice D75 for the appropriate laboratory testing, which may include sieve analysis, sand equivalent, cleanness value, R-value, maximum density, specific gravity, durability, soundness, and expansion potential. Bituminous Mixture Sampling and Testing. Our certified technicians will sample asphalt concrete mixtures in the field or at the batch plant using ASTM D979 for laboratory testing which may include maximum theoretical unit weight, asphalt extraction, stability, moisture and rutting susceptibility, and gradation analysis. Soil and Base Compaction Testing. Our certified technicians observe placement of soils and aggregate base material and conduct field testing using a nuclear gauge device or sand cone to evaluate the in -place density and moisture of the material and to calculate relative compaction. Results of soil and aggregate base compaction and density testing taken at the job site will be submitted to the City's designated representatives within 24 hours. Micro -surfacing and Slurry Seal. Our certified technicians observe the placement of slurry seal, scrub seal and micro -surfacing materials for resurfacing of the existing roadways. They check for oversize material, monitor mix temperature, proper mixing, and blending of the mix. Our inspectors can also collect samples of slurry seal for wet -track abrasion testing. Asphalt Compaction Testing. Our certified technicians observe placement and compaction of HMA material using nuclear density gauges in accordance with California Test Method 375. Results of asphalt compaction and density testing taken at the job site will be submitted to the City's designated representatives within 24 hours. Asphalt Batch Plant Inspection. Our certified technicians routinely provide batch plant inspection during paving operations to observe and document material quantities, mixing temperatures, binder type and temperatures. They collect samples of asphalt and aggregates and conduct moisture tests and grain size analysis. They also ticket the load for identification by the field inspector. Concrete Batch Plant Inspection. Our certified technicians perform observation and documentation of procedures used in concrete batching. At the batch plant, the inspector monitors and records weights of ingredients for concrete, including admixtures. They also monitor mixing of concrete, slump, addition of water, and adherence to the approved mix design. They will ticket the load for identification by the field inspector. Inspection of Reinforcing Steel at the Fabrication Plant. Our deputy inspectors identify and sample reinforcing steel at the fabrication plant and tag the steel for recognition upon arrival at the project site. We also collect samples of reinforcing steel which are transported to our facility for laboratory testing (bend and tensile) as required by the project plans and specifications. KLE/NFELOER mw210924.001P Kleinfelder 116 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Placement of Reinforcing Steel. Our deputy inspectors will verify the reinforcing steel placement prior to placement of concrete. Reinforcing steel is observed for size, spacing, type, grade, identification, placement, and configuration. Concrete Placement. Our deputy inspectors will observe placement of reinforced concrete and sample the concrete during placement. Our field services will include casting cylinders for compression testing, monitoring of slump, temperature, mixing time, mix design identification, and other field testing required by the plans/specifications. Welding of Structural Steel. Our deputy inspectors or an M = American Welding Society (AWS) Certified Welding Inspector (CWI) observe welding operations during structural steel erection and connection at the project location. This is done on both a continuous and periodic basis as dictated by the approved drawings and applicable codes. Our services include the observation of welder certifications, material identification, joint fit -up, pre/post-weld heat treatment, and general compliance of structural steel construction to the project requirements and applicable codes. Installation & Tightening of High -Strength Bolts. Our deputy inspectors observe the installation and tightening of high strength bolts as dictated on the project plans. We perform sampling and tension/torque testing of high strength bolts in accordance with applicable codes and project documents. Non -Destructive Testing of Welds. Our deputy inspectors certified by ASNT in Ultrasonic Testing (UT), Magnetic Particle Testing (MT), Dye Penetrant Testing (DT), or Radiographic Testing (RT) procedures perform nondestructive testing as required by the project plans, specifications, and applicable codes. Structural Steel Fabrication Shop Inspection. Our deputy inspectors or AWS-CWI will observe welding operations during fabrication shop welding prior to shipment of structural members to the project site. This is done on both a continuous and periodic basis as dictated by the approved drawings and applicable codes. Our services include the observation of welder certifications, material identification, joint fit -up, pre/post-weld heat treatment, and general compliance of structural steel construction to the project requirements and applicable codes. Installation & Testing of Drilled -In -Anchors. Our deputy inspectors observe the installation of reinforcing steel/anchor bolts using either a chemical epoxy or mechanical anchor, as specified. Our field services will include verification of the size, depth, spacing, and cleanliness of holes to receive the reinforcing steel/anchors. We will also verify adherence with the manufacturer's specifications for the chemical epoxy/mechanical anchor and conduct proof testing of drilled -in -anchors using approved methods (tension/load/torque testing). Masonry Construction. Our deputy inspectors perform continuous inspection of the placement of concrete masonry units, mortar, reinforcing steel, concrete grout, and items embedded in masonry. We will also sample and test construction materials including pre -construction masonry prisms, grout, and mortar for compression testing, as required by the project specifications. Spray -Applied Fireproofing. Our deputy inspectors visually inspect the condition of surfaces of structural steel to receive fireproofing. The contractor's method of mixing and application and perform thickness testing, density testing, and adhesion/cohesion testing in accordance with the project specifications is verified and the samples are transported to our laboratory for appropriate testing. Post -Tensioned Concrete. Our deputy inspectors observe the placement of post -tensioning tendons, monitoring of tendon profile, and placement of reinforcing steel and concrete. We also measure and record elongation of the post -tensioning tendons during stressing operations. KLE/NFELOER MVV210924.001P Kleinfelder 117 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Shotcrete. Our deputy inspectors will observe shotcrete placement and sample shotcrete materials for appropriate testing. They will observe cores of test panels looking for voids, sand lenses, rebound, or other evidence of inadequate application. Source Inspection. Our deputy inspectors will observe source inspection for concrete and asphalt concrete at mixing plants, and inspection for other materials at their source as required by the project specifications. Painting. Our deputy inspectors will visually observe painting/coatings and/or corrosion protection as required by the project specifications. This inspection may include non-destructive testing of the painting coating thickness and/or non-destructive testing which may include holiday testing to verify materials meet the project requirements. In addition to the standard materials testing and inspections listed above, we can provide other quality control services as requested by the City. The Kleinfelder Team has a team of registered engineers and professionals who can work with the City's staff to recommend test methods on defective work and advise the City of acceptance standards. Independent Assurance Sampling and Testing (IAST) Program Kleinfelder's KQMP is designed to be consistent with the requirements of ANSI/ISO/ASQ Q9001-2008, "Quality Management Systems - Requirements", Title 10 of the Code of Federal Regulations, Part 830, Subpart A — "Quality Assurance Requirements" (10CFR830, Subpart A) and implementation guidance provided Department of Energy Order 414.1 D, "Quality Assurance" (DOE O 414.1 D). Our KQMP is generally compliant with other quality requirement documents such as QC-1 (cited in Requests for Proposals by the Department of Defense) and meets Caltrans ISAT program. Our plan is typically invoked on Kleinfelder projects that require sampling/testing other than ANSI/ISO/ASQ Q9001-2008, or 10CFR830 Subpart A and Caltrans criteria, with no or minimal modification. Our KQMP consists of two parts which include a written overview of Kleinfelder's quality expectations .� and the specific endorsed Kleinfelder Quality Procedures (KQPs). This plan will be utilized to verify sampling and testing is performed correctly and to ensure that all equipment is properly calibrated and labelled. Additionally, the plan includes our processes to ensure that actions are immediately taken when test results are questionable or when discrepancies are found, and the corrective actions taken upon findings. Our KQMP also includes a continuous review and as needed modifications, to our processes to stay up to date with industry changes and best I i + practices that can benefit Kleinfelder and our clients. Laboratory Accreditations Kleinfelder maintains three southern California laboratories: Ontario, Long Beach, and San Diego. Kleinfelder's laboratories are fully equipped for testing construction materials. Kleinfelder has an in-house QA program to maintain a high level of accuracy and reproducibility in testing services performed by the firm. Experienced technicians perform the laboratory tests under the supervision of a registered professional engineer who will review all test results prior to distribution. Our laboratory will conduct acceptance testing of the materials on the first day when work is performed, and will continue to perform testing until the work is completed. All gauges, proving rings, scales, and other equipment used for testing are maintained and calibrated on a KLE/NFELOER Mw210924.001P Kleinfelder 118 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 regular basis by certified independent agencies in accordance with recognized national standards. Kleinfelder's own QA program is supplemented with regular inspection by governmental agencies. The most significant outside QA inspection of our firm is by the National Bureau of Standards through the Commercial Testing Laboratory Accreditation Program administered by AASHTO-AMRL. All of our laboratories participate in correlation testing programs including CCRL and AASHTO-AMRL proficiency testing programs, also administered by the National Bureau of Standards and the reference sample programs offered by Caltrans. Kleinfelder is one of the few commercial testing facilities in the state to participate in all of the programs, which are accepted as the most rigorous evaluation available in the field of materials testing. Kleinfelder's accredited laboratories are inspected and certified regularly by agencies that include: * City of Los Angeles * DGS DSA * CCRL * Caltrans * AASHTO-AMRL * USACE Kleinfelder laboratory facilities offer state-of-the-art capabilities in PCC, asphalt concrete, steel, masonry, and soils. Our facilities meet all ASTM E329 requirements for testing of concrete, soil, masonry, and bituminous materials. Our laboratory and field-testing capabilities include the use of specialized equipment not found with many firms. Another value-added service Kleinfelder offers is self-contained mobile laboratories to conduct a variety of soils, materials, and concrete testing on site. All mobile laboratories undergo appropriate reviews, inspections, and certifications prior to commencement of construction. The Kleinfelder team is committed to reporting laboratory test results to the City and its designated representatives in a timely fashion. Results of sand equivalent, cleanness value, and sieve analysis material sampled from the material source will be submitted to the Resident Engineer within 24 hours of sampling. Similarly, results for these tests for soil and aggregate material sampled from the job site will be submitted in accordance with the City's RFQ Section titled Reporting Test Results. The Kleinfelder Team staff's its laboratories around -the -clock and will meet the City's demands to report laboratory test results. Our DBE subcontractor TransMat, Inc. also maintains an accredited laboratory that will be available as needed and will adhere to the same laboratory reporting timelines. Please see Appendix B for copies of laboratory accreditations. KLE/NFELDER Mw210924.001P Kleinfelder 119 D m z 0 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Frfi mn inn MBA, Concentration in Finance MS, Civil Engineering (Materials Engineering) BS, Civil Engineering License / Certification Professional Engineer — Civil, CA No. 70996 Special Training Loss Prevention System Safety Training Defensive Driver Training/ Driver's License Years of Experience 19 years total 19 years with Kleinfelder "/ would like to personally commend Mr. Dany Hanna, Project Manager.., for high level of professionalism efforts to maintain quality at a superior standard on projects. [His] dedication to provide competent staff directly affected the completion of these projects on time under extreme time constraints. " -- Charles R. Ramey, Chief Construction Inspector City of Long Beach I_1„101I 9]►:Ie1 Dany Hanna, PE, MS, MBA Project Manager / Principal Agent Mr. Hanna has 19 years of experience serving as Principal -in - Charge, Operations Manager, Project Manager, Program Manager, and Contract Manager for multiple agency contracts, including Cities of Long Beach and Los Angeles, Counties of Orange and Los Angeles, Caltrans, and various southern California agencies. He has a successful history of managing large public agency contracts and on -calls with numerous task orders occurring simultaneously. He understands the need for continuous communication with the client in order to exceed the client's needs, and sense of urgency to provide qualified and committed individuals to successfully complete the work on time and within budget. At California State University Long Beach, he taught civil engineering students on materials engineering. Relevant Project Experience Orange County Public Works (OCPW), As -Needed Materials Testing & Inspection and Geotechnical Engineering and Services, Orange County, CA. As Contract Manager, Mr. Hanna currently oversees this on -call contract for materials testing and inspection and geotechnical engineering services for OCPW. Kleinfelder is providing materials testing and inspection services in support of OCPW's Quality Assurance (QA) program for construction of new or rehabilitation of existing roadways, flood control channels, parks, or other infrastructure projects. Kleinfelder complies with and all testing is performed in accordance with OCPW Standards and Procedures, Greenbook Specifications, Caltrans Standards, ASTM Standards, AASHTO Standards, and APWA Standards. In addition, Kleinfelder's material testers and laboratories are certified CCRL, AASHTO resource accreditation, and ASTM D3666. A recent project is the Oso Parkway Bridge Replacement Project in Aliso Viejo. The project consists of the removal, relocation and adjustment of existing improvements, excavation and grading, removal and relocation of existing utilities, construction of new storm drainage and storm water pre-treatment and storage system, construction of curb, gutter and pedestrian walkways and ramps, bridge construction, roadway paving and new overhead signage and traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. City of Long Beach, On -Call Materials Testing and Inspection Services for Street Improvements, Long Beach, CA. Program Manager currently overseeing this on -call materials testing and inspection contract that has included 100+ task orders to date. Projects have included soils, aggregate base, asphalt concrete, laboratory testing, PCC, masonry, welding and fireproofing testing and inspection services for capital facility projects, street rehabilitation/improvements, bus pad repairs, construction of concrete curbs and gutters, sidewalk repairs, bridge repairs, and installation of traffic signals. Mr. Hanna oversees the field PCiFFNFfLOFR MW210924.001P Dany Hanna 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1NaA011Q Ie1 observation and testing, plant inspection, and laboratory testing services for the soils, base, Portland cement concrete, and asphalt concrete. County of Los Angeles, As -Needed Materials Testing and Inspection Contracts, County of Los Angeles, CA. Serves as Program Manager and oversees four on -call contracts with the County for as -needed materials testing and inspection services (50+ task orders to date). Typical projects have included soils, aggregate base, asphalt concrete, PCC, masonry, welding and fireproofing testing and inspection, and laboratory testing services for street improvement projects, capital facility projects, repair of earthquake and non -earthquake facility damage, and facility alteration at sites located throughout Los Angeles County. County of Los Angeles, As -Needed Materials Testing Services for Federally/Non-Federally Funded Projects, Los Angeles County, CA. Contract Manager. Currently oversees this as -needed materials testing and inspection contract that has included 20+ task orders to date. Typical projects have included soils, base, asphalt concrete, laboratory testing, PCC, masonry, welding and fireproofing testing and inspection services for street improvement projects, capital facility projects, repair of earthquake and non -earthquake facility damage, and facility alteration throughout the county. Caltrans District 8 (Contract 08A2768), On -Call Construction Materials Sampling and Testing Services, Riverside and San Bernardino Counties, CA. As Contract Manager, Mr. Hanna currently oversees this three-year, $3.3 million on -call contract for construction field materials testing services throughout Caltrans District 8. Our services are being performed at numerous project sites and material supplier batch plants. Our scope of services include the following: construction materials observation; materials testing per Caltrans Test Methods (CTMs) and Caltrans Construction Manual; concrete and HMA batch plant inspection; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; special materials analysis and evaluation; materials documentation and information; and preparation of reports to Caltrans Standards and requirements. City of Ontario, As -Needed Materials Testing and Geotechnical Engineering Services, Ontario, CA. As Contract Manager, Mr. Hanna currently oversees the materials testing and inspection and geotechnical engineering services performed on an as -needed basis as an extension to the city engineering department. Services have included multiple task orders requesting materials testing and inspection services during the rehabilitation of multiple residential streets and main commuter routes with the city. Typical task orders have included construction observation and field and laboratory testing of engineered fill soils and backfill, aggregate base rock, asphalt concrete and PCC utilized during street improvement projects. Caltrans District 7, Contract 07A4733 (Prior Contract 07A4077), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Contract Manager. Currently oversees this three-year, $5.0 million contract for on -call construction materials sampling and testing services to improve the State transportation system throughout Caltrans District 7. Our services are being performed at numerous project sites, and our scope of services includes the following: construction materials observation; materials testing per Caltrans test methods and Caltrans construction manual; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; and special materials analysis and evaluation. Caltrans SRL, Contract 08A2958 (Prior Contracts 08A2541 and 08A2218), On -Call Sampling and Testing of HMA and Asphalt Binder, Projects Located in Caltrans Districts 7, 8, and 12, CA. As Contract Manager, Mr. Hanna oversees this three-year, $4.6M on -call sampling and testing services contract for HMA (including HVEEM and Superpave), metals, PCC, aggregates, and other related construction materials. As Caltrans' single point -of -contact, provides consistent communication and 24-hour availability. Coordinates resources and provides materials testers to perform laboratory testing services at Caltrans' SRL for highway/street improvements, and bridge repairs. Ensures timely delivery of task orders and maintains budget, schedule, and safety objectives. PCiFFNFfLOFR MW210924.001P Dany Hanna 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A James Stiady, PhD, PE, GE Education PhD, Civil Engineering Task Order Manager MS, Civil Engineering Dr. Stiady has 20 years of technical and project management BS, Civil Engineering experience in pavement, geotechnical, and materials testing. He has managed geotechnical testing and special inspection for License / Certification various on call contracts throughout southern California. He Professional Engineer — performs Pavement Condition Surveys, designs pavement Civil, CA No. 66243 sections for highway and airfields, and develops and reviews pavement rehabilitation programs. He developed mix designs for Geotechnical Engineer, CA Roller Compacted Concrete (RCC), conventional concrete, No. 2820 Superpave, and conventional hot mix asphalt. He obtained and Special Training maintained AASHTO accreditation, developed laboratory software, Loss Prevention System and implemented QA/QC plans. Safety Training Relevant Protect Experience Defensive Driver Training/ Orange County Public Works (OCPW), As -Needed Materials Driver's License Testing & Inspection and Geotechnical Engineering and Years of Experience Services, Orange County, CA. Materials Testing Engineer. On- 20 years total call contract for materials testing and inspection and geotechnical engineering services for OCPW. Kleinfelder is providing materials 13 years with Kleinfelder testing and inspection services in support of OCPW's Quality Assurance (QA) program for construction of new or rehabilitation of existing roadways, flood control channels, parks, or other infrastructure projects. Kleinfelder complies with and all testing is performed in accordance with OCPW Standards and Procedures, Greenbook Specifications, Caltrans Standards, ASTM Standards, AASHTO Standards, and APWA Standards. In addition, Kleinfelder's material testers and laboratories are certified CCRL, AASHTO resource accreditation, and ASTM D3666. A recent project is the Oso Parkway Bridge Replacement Project in Aliso Viejo. The project consists of the removal, relocation and adjustment of existing improvements, excavation and grading, removal and relocation of existing utilities, construction of new storm drainage and storm water pre-treatment and storage system, construction of curb, gutter and pedestrian walkways and ramps, bridge construction, roadway paving and new overhead signage and traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. County of San Diego As -Needed Materials Testing and Geotechnical Consulting for Non - Federally Funded Projects, San Diego County, CA. Project Manager and Materials Testing Engineer. Manages materials testing and geotechnical engineering task orders; coordinates field and laboratory testing activities; provides supervision and quality assurance of testing procedures and test results for slurry seal, chip seal, and AC overlay projects; and coordinated swift response on an emergency repair road project. Caltrans District 11, Construction Materials Sampling and Testing Services, Contract EA- 11A2364 and 11A2365 (continued from prior Contract EA-11A2025), Imperial Valley, CA. Project Manager and Lead Material Engineering Tester. Manages up to 8 full-time field and laboratory technicians. Coordinates field and laboratory activities and provides consultation with Caltrans Resident and Materials Engineers. Services have included compaction testing, concrete sampling, HMA batch plant inspections, HMA sampling, oil sampling, and aggregate sampling. Laboratory testing included mix design verification, soil and base maximum density, Caltrans- required aggregate quality testing, gradation, sand equivalent, Superpave gyratory compactor maximum density, Hamburg Wheel Track testing, tensile strength ratio, concrete compression, and flexural beam strength testing. PCiFFNFfLOFR MW210924.001P James Stiady 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1„A0IQ:Ie1 Caltrans District 11, Construction Materials Sampling and Testing Services, Contract EA- 11A2466 & 11A2479 (continued from prior EA-11A2026), San Diego County, CA. Project Manager and Lead Material Engineering Tester. Manages and coordinates field and laboratory activities and provides consultation with Caltrans Resident and Materials Engineers. Services have included sampling of subgrade soils, aggregates, HMA, oil, and concrete; batch plant inspections for HMA and concrete plants, and laboratory testing. Our materials testers perform soils, aggregate base, HMA, concrete sampling and testing in the field on various EA, and perform HMA testing in our AASHTO and Caltrans-accredited laboratory; augmenting the Caltrans District 11 laboratory. Imperial County Department of Public Works, On -Call Soils and Geotechnical Engineering and Materials Testing, Imperial County, CA. Geotechnical Engineer responsible for developing Quality Assurance Plans, review of AC mix designs, preparation of AC and aggregate lab testing programs, and pavement consultation during roadway construction projects. City of Long Beach, Runway 7R-25L, 8R-26L, R12-30, Long Beach, CA. Oversaw QA Testing and Inspection Services for improvements to various runways and performed Phase II Pavement Condition Surveys. Designed pavement sections for highway and airfields and developed and reviewed pavement rehabilitation programs. County of Imperial, On -Call Services, LTA Phase 1 AC Overlay, Imperial County, CA. Project Manager/Pavement Engineer. Managed the repair of pavement failure, placement of two -inches of AC hot mix overlay, and placement of Type 2 slurry seal coat at 13 locations. Responsible for oversight and coordination of field and laboratory testing for subgrade, base, AC overlay, chip seal, and slurry seal. Provided recommendations for pavement section and subgrade stabilization at Horne Road. Implemented QC program for chip seal, slurry seal, cold -in -place recycling, and AC overlay. University of California, San Diego (UCSD), Various Projects, San Diego and La Jolla, CA. Project Manager for construction materials testing and special inspection services for various UCSD projects including UCSD 5079 Mesa Pedestrian Bridge, 4981 MCLJ EVS, 5020 ED RIC, 5240 Soccer Field Conversion, 4930 EMF Building, 5094 Thornton Endoscopy Renovation, 5085 Muir Biology Building Renovation, 5250 Price Center West Renovation, 5166 Barreiro Laboratory Renovation, 5262 Outback Adventures, 4484 MCLJ Outpatient, MC18111 JMC Family Lounge, MC18144 Network Antenna, MC 18070 JMC SPD Remodel, MC 17110 SCVC. University of California, San Diego (UCSD) Jacobs Medical Center, Various Projects, La Jolla, CA. Deputy Project Manager, providing engineering and management support for field inspectors and material testers. He provided training for field personnel in utilizing UCSD's cloud system. Dr. Stiady oversaw the special inspection for structural welding and high strength bolting activities, concrete placement inspection and testing, and rebar inspection, sampling, and testing. San Diego Community College District, Building A, D, T Renovation, San Diego, CA. Deputy Project Manager managing inspection activities with contractor work in -progress and building rapport with the Inspector of Record. Project scope includes special inspection for structural welding, high strength bolting, fiber -reinforced polymer (FRP) installation, concrete placement, rebar inspection, post -installed anchors, ceiling wires, and masonry placement. The renovation of the "A" building upgraded 52,000 square feet of Student Services and Administration Office space. Renovations included seismic and structural upgrades, removal of portions of the original structure to enhance the new plaza area, full interior demo and modernization build -out. The "D" building component of the project replaced the existing roof deck with a new rooftop deck, existing planters, and raised areas of the roof will be transformed into student and faculty gathering areas. The renovation of the "T" building involved approximately 77,000 square feet of space, creating new homes for the engineering department and other technical specialties. Renovations included seismic and structural upgrades, full interior demo and modernization build -out. PCiFFNFfLOFR MW210924.001P James Stiady 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A License / Certification Roger Khoudessian, PE, NICET, ICC, CTMs, AASHTO Professional Engineer - Task Order Manager Civil, CA No. 73806 Mr. Khoudessian is a registered Professional Engineer with 17 Caltrans Test Methods years of experience as a materials engineer, laboratory manager, Certified PG Binder and project and field manager. He is experienced with Technician communicating and coordinating with Project Managers and responsible for the daily operations and tasks associated with NBTC No. A1227; DSR, directing, reviewing, and monitoring work performed by Kleinfelder BBR, DTT inspectors. He is also experienced with overseeing, coordinating, ICC Special Inspector: and scheduling based on each tester's experience and expertise. Structural Welding; Structural Steel/Bolting He currently serves as HMA Laboratory Lead Tester conducting tests per Caltrans and AASHTO test methods, operating daily NICET Level 11: onsite at the Caltrans SRL under Contract 08A2958. Aggregate, Asphalt, Soils His laboratory experience in soils and aggregates includes Assistant Radiation Safety modified proctor compaction for different types of soils and Officer particles size analysis through sieving and hydrometer, durability index, cleanness value, sand equivalent, organic impurities, sulfate AWS - Certified Welding soundness, unit weight, LA abrasion, consolidation, direct shear Inspector and remolded shear. He has performed laboratory testing on HMA AASHTO: HMA, Asphalt including stability and flow, Hveem and Marshall compaction Binder, Soil, Aggregate, methods, oil content (by ignition oven and extraction by solvent), PCC calibrating ignition ovens for binder and aggregate correction IATA Certification factors, Superpave gyratory compaction, indirect tensile strength, (Hazardous Materials Hamburg Wheel testing and analysis, core densities and Transport) preparation of AC mix designs. Mr. Khoudessian has performed laboratory testing on PCC including entrained air voids, slump test, Special Training Kelly ball test, unit weight, compressive and flexural strength, field Nuclear Gauge Operator sampling, and curing. He has performed HMA batch and drum Training plant inspections, and PCC batch plant inspections. He is Loss Prevention System extensively familiar with ASTM, AASHTO, Caltrans, Greenbook, Safety Training US Army Corps of Engineers, AWS, and ACI standards. His Defensive Driver Training/ managing experience in the special inspection field includes Driver's License reinforced concrete and masonry, structural steel and bolting, structural welding, fireproofing, Pre -stressed (Post -Tension and Years of Experience Pre -Tension concrete), and pervious concrete. He is familiar with 17 years total the design and testing of PCC pavements including Lean Concrete Base (LCB), as well as the review and verification of Emulsion 17 years with Kleinfelder Aggregate Slurry, Treated Aggregate Base, PCC and HMA mix designs. Relevant Project Experience City of Long Beach, On -Call Soils and Material Testing and Inspection Services for Street Improvements, Long Beach, CA. For 17 years, Mr. Khoudessian managed numerous as - needed soils and materials testing services on continued contracts. Projects included lime and cement full depth reclamation of soils, AC field testing and inspection, AC batch plant inspection, slurry seal testing and placement observation, PCC placement observation, field percolation testing, installation of French drains, and managing special inspections. Projects followed Greenbook specifications, CBC, and Caltrans Standard Specifications. PCiFFNFfLOFR MW210924.001P Roger Khoudessian 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1Z!NA0IQ:Ie1 County of Los Angeles, As -Needed Materials Testing Services for Federally and Non - Federally Funded Projects (Contract PW13972), Los Angeles County, CA. Mr. Khoudessian serves as Supervisor of Laboratory and/or Field Technicians under our on -call contract with the County of Los Angeles for federally and non -federally funded projects. Kleinfelder provides materials observation and testing services for various street improvement projects. The federally funded projects consist of AC pavement grind and overlay, reconstruction of concrete curbs and gutters, sidewalks, median islands, curb ramps, driveway approaches, alley intersections, and other appurtenant work. Caltrans District 8, (Contract 08A2768), On -Call Construction Materials Sampling and Testing Services, Riverside and San Bernardino Counties, CA. Consultant Supervisor of Laboratory and/or Field Technicians/Lead Materials Engineering Tester. Mr. Khoudessian is providing on -call construction field materials testing services to improve the State transportation system throughout Caltrans District 8 (covering Riverside and San Bernardino Counties). Our services are being performed at numerous project sites and material supplier batch plants. Our scope of services include the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; concrete and hot mix asphalt batch plant inspection; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; special materials analysis and evaluation; providing materials documentation and information; and preparation of reports to Caltrans standards and requirements. Caltrans District 7 (Contract 07A4077), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Mr. Khoudessian serves as Consultant Supervisor of Laboratory and/or Field Technicians/Lead Materials Engineering Tester for this contract which includes as -needed construction field materials testing services to improve the State transportation system throughout Caltrans District 7 at numerous project sites. Services include the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; special materials analysis and evaluation; materials documentation and information; and preparation of reports to Caltrans Standards and requirements. Caltrans SRL, Contract 082958, and Prior 08A2541/08A2218, On -Call Sampling and Testing of HMA and Asphalt Binder, Districts 7, 8, and 12, CA. Mr. Khoudessian acted as HMA Laboratory Lead Tester conducting tests per Caltrans and AASHTO test methods. Tests included: HVEEM stability and unit weight, rice density, ignition oven and gradation on extracted aggregate, correction factor determination, Gyratory compaction for superpave briquettes, moisture susceptibility test per AASHTO T283, and Hamburg Wheel testing per AASHTO T324. PCiFFNFfLOFR MW210924.001P Roger Khoudessian 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 License / Certification NICET: - Field, Level II - Laboratory, Level II National Ready Mixed Concrete Association: Portland Cement Concrete OSHA 40-Hour HAZWOPER Certified Radiation Safety Officer (RSO) Special Training Nuclear Gauge Operator Training Loss Prevention System I_1=11111I 9]►:Ie1 Rick Bell, NICET, NRMCA, RSO Task Order Manager Mr. Bell has 38 years of experience with task order management and laboratory and field quality assurance testing, including construction inspection, shop fabrication inspection, materials testing, batch plant inspection, and office engineering. He performs/oversees inspection and materials testing for various aspects of roadway, highway and bridge projects, including drainage, structures, subgrades, embankments, and pavement. Materials testing experience includes soils, aggregate, asphalt, concrete, and structural steel; inspection experience includes implementation of project plans and specifications, documentation, and processing of change orders and pay estimates during the construction process. Mr. Bell is knowledgeable with the requirements of Caltrans, FHWA, AASHTO, and ASTM, and is experienced with design of pavements, sampling, and field testing according to Caltrans specifications, FAA Standards and local agency specifications. Relevant Project Experience Safety Training Orange County Public Works, As -Needed Geotechnical Defensive Driver Training/ Engineering and Materials Testing & Inspection Services, Orange Driver's License County, CA. Project Manager. On -call contract for materials testing and inspection and geotechnical engineering services for OCPW. Years of Experience Kleinfelder is providing materials testing and inspection services in 38 years total support of OCPW's Quality Assurance (QA) program for construction of 31 years with Kleinfelder new or rehabilitation of existing roadways, flood control channels, parks, or other infrastructure projects. Kleinfelder complies with and all testing is performed in accordance with OCPW Standards and Procedures, Greenbook Specifications, Caltrans Standards, ASTM Standards, AASHTO Standards, and APWA Standards. In addition, Kleinfelder's material testers and laboratories are certified CCRL, AASHTO resource accreditation, and ASTM D3666. A recent project is the Oso Parkway Bridge Replacement Project in Aliso Viejo. The project consists of the removal, relocation and adjustment of existing improvements, excavation and grading, removal and relocation of existing utilities, construction of new storm drainage and storm water pre-treatment and storage system, construction of curb, gutter and pedestrian walkways and ramps, bridge construction, roadway paving and new overhead signage and traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. County of Los Angeles, As -Needed Materials Testing Services for Federally/Non-Federally Funded Projects, Los Angeles County, CA. Materials Task Order Manager since 2010 on this ongoing contract. Kleinfelder provides materials testing and inspection services for various projects for the County of Los Angeles. These projects consisted of roadway improvements, airport rehabilitations, ADA upgrades, park beautifications, and modifications of miscellaneous County facilities. Typical services have included soils, aggregate base, AC, PCC, masonry, welding, fireproofing, and laboratory testing services for street improvement projects, capital facility projects, repair of earthquake and non - earthquake facility damage, and facility alteration at sites located throughout the County. City of Ontario, As -Needed Geotechnical Engineering and Materials Testing and Inspection Services, Ontario, CA. Project Manager for numerous projects under this contract. Services have included multiple task orders requesting materials testing and inspection services during the rehabilitation of multiple residential streets and main commuter routes. Managed the recent Recycled Water Improvements for Riverside Drive (OMUC), which included four "Bid Schedules" A-D during construction activities. Each of the bid schedules included installation of various diameter PVC and/or PCiFFNFfLOFR MW210924.001P Rick Bell 11' Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1„A0IQ:Ie1 CML/CMC water pipe as well as installation of various fire hydrants, butterfly valves, blow -off assemblies and air release and vacuum valve assemblies which required saw cutting and removal of existing AC pavement, trench excavation, pipe and assembly installation and backfill and placement of new AC pavement. The finished roadway within the utility trench consisted of 8 inches of AC over a 10- inch section of aggregate base. The project was completed on time and within budget. Caltrans SRL, Contract 08A2958 (Prior Contract 08A2541), On -Call Materials Sampling and Testing Support Services for Projects Located in Caltrans Districts 7, 8, and 12, Southern CA. Consultant Task Order Manager/QA Manager. Three-year on -call contract for sampling and laboratory testing of HMA and aggregate materials. Mr. Bell oversees the Kleinfelder team internal training and certification process and assists Kleinfelder's contract manager with monthly billing and staffing projections. In addition, Mr. Bell developed a project -specific safety program to be used in conjunction with Caltrans safety procedures for testers working at Caltrans' SRL. City of Burbank, Annual Street Rehabilitation Program - Construction Inspection, Burbank, CA. Quality Assurance Manager/Project Manager. Oversaw construction inspection services during rehabilitation of 27 lane miles of residential streets. The project comprised construction of new ADA ramps to meet code requirements, a 1.5-inch grind and overlay of existing asphalt concrete pavement, and removal and replacement of curb and gutter at various locations. Documented daily construction activities and performed quantity calculations and pay application reviews on behalf of the city for final acceptance by the city engineer. Mr. Bell provided recommendations on how best to utilize the project bid item for contractor quality control, and the city utilized these recommendations as suggested to monitor the contractor's means and methods during construction activities. Caltrans District 7, Contract 07A4733 (Prior Contract 07A4077), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Quality Assurance Manager for as - needed services to improve the State transportation system throughout Caltrans District 7. Performs and oversees construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; special materials analysis and evaluation; materials documentation and information; and preparation of reports to Caltrans Standards and requirements. County of Riverside Transportation Department, On -Call Highway Geotechnical Engineering and Materials Evaluation and Testing Services, Riverside County, CA. Project Manager/Quality Assurance Manager responsible for construction inspection and materials testing oversight, training, and cost controls. Maintains communications with County project Resident Engineers and inspection staff to identify project -specific needs during construction activities for projects falling under Caltrans jurisdiction. Assists the County with scheduling and dispatching of appropriate Kleinfelder testers and inspectors and maintains summaries of QA test results for ongoing projects involving Kleinfelder laboratories and materials testers. Additionally, Mr. Bell has assisted the County's project Resident Engineer during the preparation and approval processes associated with a required Source Inspection Quality Management Plan (SIQMP) and project closeout reports. Asphalt Rubber HMA (ARHM) Designs, County of Los Angeles Department of Public Works, CA. Quality Assurance Manager. Provided laboratory ARHM-GG-C mix proportions (with and without 15% RAP) on materials collected from three separate Los Angeles County material suppliers. The purpose was to verify existing ARHM-GG-C job mix formula (JMF) proportions currently being provided to the County; investigate the suitability of a 15% recycled asphalt pavement (RAP) replacement in each JMF, and check the binder properties of the RAP collected from each of the three plant locations sampled. Provided material sampling and laboratory mix proportion utilizing aggregates, RAP, and PG 64-16 asphalt rubber binder collected during routine production of ARHM asphalt concrete at each of the three batch plants selected. Laboratory testing included California Test Numbers 304, 308, 309, and 366. PCiFFNFfLOFR MW210924.001P Rick Bell 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 Fducatinn AA, General Education License / Certification Radiation Safety Officer Training Special Training Nuclear Gauge Operator Training /_1„A011Q Ie1 Mike Dorsch Quality Assurance Manager Mr. Dorsch brings 13 years of experience in construction materials Quality Assurance/Quality Control (QA/QC) consisting of production and placement of HMA, PCC, soil, and aggregate materials. He is responsible for the daily interaction with clients consisting of Caltrans, public works agencies, and contractors. Instrumental in providing QA/QC management for projects consisting of field inspection, laboratory report review, project field supervision, and providing technical support to the project team. Loss Prevention System Safety Training Mr. Dorsch is currently Kleinfelder's QA Manager and/or Task Defensive Driver Training/ Order for Orange County Public Works, County of Los Angeles, Driver's License Caltrans District 8 (08A2768), SRL (08A2958), and District 7 (07A4733) on -call contracts. He ensures the timely delivery of task Years of Experience order requests throughout the project duration, scrutinizes budgets, 13 years total and maintains scheduling and safety objectives. He provides 3 years with Kleinfelder oversight of field testing services at project sites and material supplier batch plants, performs project scheduling and field coordination, review and distribution of daily field reports, materials documentation and information, report preparation according to Caltrans and local agency standards and requirements, and writes and implements quality assurance plans for various types of projects under the jurisdiction of local agencies, FAA, Caltrans, and DSA. Relevant Project Experience Orange County Public Works (OCPW), As -Needed Geotechnical Engineering and Materials Testing & Inspection Services, Orange County, CA. QA Manager. On -call contract for materials testing and inspection and geotechnical engineering services for OCPW. Kleinfelder is providing materials testing and inspection services in support of OCPW's QA program for construction of new or rehabilitation of existing roadways, flood control channels, parks, or other infrastructure projects. Kleinfelder complies with and all testing is performed in accordance with OCPW Standards and Procedures, Greenbook Specifications, Caltrans Standards, ASTM Standards, AASHTO Standards, and APWA Standards. In addition, Kleinfelder's material testers and laboratories are certified CCRL, AASHTO resource accreditation, and ASTM D3666. A recent project is the Oso Parkway Bridge Replacement Project in Aliso Viejo. The project consists of the removal, relocation and adjustment of existing improvements, excavation and grading, removal and relocation of existing utilities, construction of new storm drainage and storm water pre-treatment and storage system, construction of curb, gutter and pedestrian walkways and ramps, bridge construction, roadway paving and new overhead signage and traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. City of Long Beach, On -Call Materials Testing and Inspection Services for Street Improvements, Long Beach, CA. Task Order Manager. Mr. Dorsch serves as Task Order Manager for this three-year on -call materials testing and inspection contract with the City of Long Beach that has included more than 100 task orders to date. Projects have included soils, base, AC, laboratory testing, PCC, masonry, welding and fireproofing testing and inspection services for capital facility projects, street rehabilitation/improvements, bus pad repairs, construction of concrete curbs and gutters, sidewalk repairs, bridge repairs, and installation of traffic signals. He has daily interaction with our team of inspectors and weekly review and tracking of budgets. County of Los Angeles, As -Needed Materials Testing Services for Federally and Non - Federally Funded Projects (Contract PW13972), Los Angeles County, CA. Mr. Dorsch serves PCiFFNFfLOFR MW210924.001P Mike Dorsch 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1Z!NA0IQ:Ie1 as Task Order Manager for this as -needed contract with the County of Los Angeles for federally and non -federally funded projects. Kleinfelder provided materials observation, field inspection and testing, and laboratory testing services for various projects throughout the County of Los Angeles. The federally funded projects consisted of asphalt concrete pavement grind and overlay, reconstruction of concrete curbs and gutters, sidewalks, median islands, curb ramps, driveway approaches, alley intersections, and other appurtenant work. Kleinfelder's services were performed in accordance with the County of Los Angeles QA Plan and the Caltrans Specification Section 39 (asphalt concrete). Kleinfelder provided asphalt concrete observation and testing services at the production plant and job site, as well as construction materials laboratory testing services at our laboratory facilities. Caltrans District 8, (Contract 08A2768), On -Call Materials and Testing Services, Riverside and San Bernardino Counties, CA. Mr. Dorsch serves as Task Order Manager responsible for QA materials testing and inspection services to improve the State transportation system throughout Caltrans District 8 (covering Riverside and San Bernardino Counties). He provides oversight of field- testing services performed at numerous project sites and material supplier batch plants. Mr. Dorsch is responsible for project scheduling and field coordination, review and distribution of daily field reports, providing materials documentation and information, and preparation of reports to Caltrans Standards and requirements. He reviews and processes timesheets and expense reports directly relating to the implemented Caltrans procedures for the contract. 1-405 Sepulveda Pass Widening, Los Angeles, CA. Mr. Dorsch served as QA Project Manager tasked with the oversight of field and batch plant inspectors for the design -build project which involved constructing one 10-mile high -occupancy vehicle (HOV) lane northbound on Interstate-405 from Interstate-10 to US-101. The project realigned existing on and off ramps, reconstructed 23 bridges and ramp structures, built approximately 18 miles of retaining walls, and added road improvements on the adjacent city streets. He was responsible for review and distribution of daily field reports, tracking material quantities, and implementing the laboratory testing program. Mr. Dorsch dispatched and scheduled inspectors for multiple scopes of work. Los Angeles World Airports (LAWA) Specialty Staff and Materials Testing Services, Los Angeles, CA. Mr. Dorsch serves as Operations Manager and the primary point -of -contact to coordinate Kleinfelder's services with LAWA's Quality Assurance Program Manager and the Quality Assurance & Construction Inspection Division for this large-scale $14B construction program. He is responsible for the performance of the Kleinfelder Team which includes a group of 19 subconsultants who act as an extension of LAWA's QACID by providing inspectors and specialty staff to augment LAWA's inspection group under the direction of Chief Construction Inspector Mr. Gerardo Lopez and his assigned Principal Inspectors. The Kleinfelder Team worked around -the -clock performing Deputy Building Inspection, MEP Inspection, Security Inspection, Construction Escort Staffing, Project Inspection Office Engineering, Knowledge Management, and providing Construction Management Interns to help achieve LAWA's overall goal of delivering these complex projects on schedule and within budget. Caltrans District 7 (Contract 07A4733), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Mr. Dorsch serves as Consultant Task Order Manager for this contract which includes as -needed construction field materials testing services to improve the State transportation system throughout Caltrans District 7 at numerous project sites. Services include the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; special materials analysis and evaluation; materials documentation and information; and preparation of reports to Caltrans Standards and requirements. Mr. Dorsch ensures the timely delivery of task order requests throughout the project duration, scrutinizes budgets, and maintains scheduling and safety objectives. PCiFFNFfLOFR MW210924.001P Mike Dorsch 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1„A0IQ:Ie1 Bryan Reese, ASP Education BS, Biology Health & Safety Manager License / Certification Mr. Reese serves as the Health and Safety (H&S) Manager for Kleinfelder's Western United States operation. In this position he Board of Certified Safety is responsible for pre -proposal scope of work review to anticipate Professionals Associate and develop strategies to reduce H&S risks, prepare/review site - Safety Professional specific H&S plans, audit of safe work practices and procedures (ASP) at Kleinfelder work sites and laboratories, investigation of near - In Progress: BCSP incidents to identify causal factors, root causes, and solutions to Certified Safety reduce potential reoccurrence, and analysis of safe performance Professional (CSP) leading indicators for various projects across Kleinfelder's technical disciplines and market sectors. Mr. Reese commonly Special Training leads health and safety planning efforts for high -risk activities OSHA 30-Hour such as confined space entry, work over water, work at heights, Construction Industry and excavation/heavy equipment to ensure that work practices Outreach Training implemented in the field meet applicable occupational safety and Kleinfelder Certified Loss health regulations and the policies described in Kleinfelder' Injury Prevention System and Illness Prevention Plan. Mr. Reese participates with the Certified Health and development, improvement, and implementation of over -arching Safety Trainer corporate health and safety management system initiatives and First Aid & CPR Training leads H&S training and mentoring efforts with Kleinfelder Defensive Driver Training/ employees within his span. Driver's License Relevant Project Experience Years of Experience Orange County Public Works, As -Needed Geotechnical 15 years total Engineering and Materials Testing & Inspection Services, 13 years with Kleinfelder Orange County, CA. H&S Manager. On -call contract for materials testing and inspection and geotechnical engineering services for OCPW. Kleinfelder is providing materials testing and inspection services in support of OCPW's Quality Assurance (QA) program for construction of new or rehabilitation of existing roadways, flood control channels, parks, or other infrastructure projects. Kleinfelder complies with and all testing is performed in accordance with OCPW Standards and Procedures, Greenbook Specifications, Caltrans Standards, ASTM Standards, AASHTO Standards, and APWA Standards. In addition, Kleinfelder's material testers and laboratories are certified CCRL, AASHTO resource accreditation, and ASTM D3666. A recent project is the Oso Parkway Bridge Replacement Project in Aliso Viejo. The project consists of the removal, relocation and adjustment of existing improvements, excavation and grading, removal and relocation of existing utilities, construction of new storm drainage and storm water pre- treatment and storage system, construction of curb, gutter and pedestrian walkways and ramps, bridge construction, roadway paving and new overhead signage and traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. Caltrans, West End Viaduct, CA. H&S Officer. The project involved the advancement and sampling of several geotechnical borings along the proposed alignment of a viaduct expansion. For the implemented field activities, Mr. Reese managed preliminary hazard identification and risk assessment, and planned for safe work practices and procedures in accordance with regulatory, client, and Kleinfelder H&S standards. Also provided oversight for implementation of safe work practices, subcontractor H&S management, and management of change. PCiFFNFfLOFR MW210924.001P Bryan Reese 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1„A0IQ:Ie1 County of Los Angeles Department of Public Works, Rancho Los Amigos Rehabilitation Hospital, Site 1 Demolition and Make -Ready Project, Downey, CA. H&S Officer. Kleinfelder is providing building inspections, materials testing, geotechnical engineering, IOR, and hazardous materials abatement monitoring. Mr. Reese managed the abatement oversight of hazardous building materials, including asbestos -containing materials (ACM) and lead -based paints/materials for various facility buildings at the Rancho Los Amigos facility prior to demolition for the Site 1 Make -Ready Project. Also was responsible for coordinating internal and subcontracted resources, review of analytical and H&S containment data, preparation of post - abatement close-out reports, and coordination with client and project stakeholders. LA County METRO, Site -Specific H&S Plan for Division 20 Portal Widening, Los Angeles County, CA. H&S Officer. The project included the oversight of the demolition of existing buildings, including the evaluation and removal of hazardous building materials, and excavation of environmentally impacted soil resulting from industrial activities performed by prior property owners. Mr. Reese participated in the preparation of the Site -Specific H&S Plan, provided consult for managing safety -related change in condition and performed periodic audits of Kleinfelder safe work behavior to verify compliance with applicable occupational safety and health regulations and Kleinfelder's Injury and Illness Prevention Plan. Riverside County Transportation Commission, Irvine Corona Expressway, Orange and Riverside County, CA. H&S Officer. Mr. Reese provided periodic support as a field scientist for feasibility -level geotechnical investigation for 10-mile long transportation corridor for twin 50 ft. diameter tunnels through the Santa Ana Mountains. The investigation included five (5) deep rock core borings up to 1,500 feet deep to evaluate rock mass characteristics, groundwater conditions and hydraulic conductivity, and preparation of geotechnical data and assessment reports. Specific project duties included: H&S monitoring and oversight, assistance with core sample preparation, and monitoring for compliance with US Forest Service and other applicable project permits. City of Los Angeles, Department of Water and Power, Streetlight, Los Angeles, CA. H&S Officer. Mr. Reese managed a human health risk assessment project which evaluated the potential intrusion of PCE vapors into indoor air within office buildings. Responsibilities included development of experimental design, establishing laboratory reporting limits, oversight of subcontractor installation of sub -slab soil vapor probes, collection of sub -slab soil vapor and air samples, and preparation of assessment report and Tier 1 HHSE. City of Los Angeles, Department of Water and Power, Former DKR Lease Site, Los Angeles, CA. H&S Officer. Mr. Reese was responsible for implementing a shallow soil, soil vapor, sub -slab soil vapor, and indoor/outdoor air sampling program associated with a release from a gasoline UST. Responsibilities included scoping field sampling approach, establishing laboratory reporting limits, oversight of subcontractor installation of soil gas and sub -slab soil vapor probes, collection of soil, soil vapor, and air samples, and preparation of assessment report and Tier 1 HHSE. City of Long Beach, Long Beach Airport Cover Street Stockpile Sampling, CA. H&S Officer. Managed the assessment and environmental testing of a 66,000 cubic yard stockpile of soil and construction debris accumulated from multiple construction projects at the airport. The stockpile constructed of discontinuous strata of soil, concrete, and asphalt was not structurally sound and Mr. Reese created an assessment plan consisting of a combination of excavation and limited access hollow -stem auger drilling to fully assess the stockpile. Responsible for creating an experimental design and analytical testing regiment, H&S plan, submitting a FAA 7460 notification, subcontractor management, and preparing an environmental assessment report used by the City to prepare bid documents for disposal of the stockpile. PCiFFNFfLOFR MW210924.001P Bryan Reese 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A Sony Pheng, ACI, CTMs, ICC License / Certification ICC Special Inspector: Technician/Inspector - Soils Mr. Pheng has six years of experience in the construction materials - Spray -applied testing and inspection industry and is currently certified in various Fireproofing ICCs and CTMs. He has recently worked on various municipal ACI Field Testing public works projects including various highway pavement Technician, Grade 1 rehabilitations, storm drain repairs, and taxiway/runway improvements. He has worked with clients throughout southern ACI Concrete Strength California including Counties of Orange, Riverside, San Bernardino, Testing Technician, and the Greater Los Angeles Region. CTM Certified: 105, 125, 201, 202, 205, 216, 217, Relevant Project Experience 226, 227, 229, 231, 504, City of Long Beach, On -Call Materials Testing and Inspection 518, 521, 523, 524, 533, Services for Street Improvements, Long Beach, CA. Mr. Pheng 539, 540, 543, 552, 556, performed various testing and inspection services for street 557 improvements. The work consisted of pavement reconstruction Special Training and overlays, constructing PCC curbs, gutters, driveways, curb ramps, and sidewalks. Nuclear Gauge Operator Training City of Ontario, As -Needed Materials Testing and Loss Prevention System Geotechnical Engineering Services, Ontario, CA. Services Safety Training have included multiple task orders requesting materials testing and inspection services during the rehabilitation of multiple Defensive Driver Training/ residential streets and main commuter routes within the city. Mr. Driver's License Pheng performed work on task orders which have included Years of Experience construction observation and field and laboratory testing of engineered fill soils and backfill, aggregate base, AC, and PCC 6 years total utilized during street improvement projects. 3 years with Kleinfelder Caltrans District 7 (Contract 07A4733), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Mr. Pheng is currently providing as needed construction field materials testing services to improve the State transportation system throughout Caltrans District 7 (covering Los Angeles and Ventura Counties). Our services are being performed at numerous project sites, and our scope of services include the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; and special materials analysis and evaluation County of Riverside Transportation Department, On -Call Highway Geotechnical Engineering and Materials Evaluation and Testing Services, Riverside County, CA. Mr. Pheng has provided sampling and testing of subgrade soils, cellular concrete backfill, and PCC for various projects under this current on -call contract. Kleinfelder has been providing on -call materials and geotechnical testing services for County of Riverside on multiple roadway construction projects for several years, including three years as a prime consultant. A recent project Mr. Pheng worked on was the Clinton Keith Road Extension (Phase 2) in Murrieta, CA, which comprised of the new construction of a four -lane roadway, median, two new bridge structures, and traffic signals. Various On -Call and Materials Testing & Inspection Contracts, Counties of Orange, Riverside, San Bernardino, and the Greater Los Angeles Region, CA. Mr. Pheng has performed inspection for pull testing, torque testing, coring, nuclear gauge testing, trench backfill, sampling of concrete and soils for numerous projects for County of Los Angeles, Ontario International Airport, John Wayne Airport, Southern California Edison, and Eastern Municipal Water District. PCiFFNFfLOFR MW210924.001P Sony Pheng 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A Ali Rehman, ACI, CTMs, AASHTO Education AA, Multi4interdisciplinary Technician Studies Mr. Rehman is a Civil Engineering student from California State Ongoing Coursework, Civil University of Fullerton. He has worked as a Materials Tester for 13 Engineering, California years. He started working in a lab and assisting administration, and State University, Fullerton by the end of his first year he acquired his Caltrans and ACI certifications. He has working as a Field Technician throughout License / Certification southern California and has performed materials testing on most of ACI Concrete Field Testing the freeways in the area. Mr. Rehman has worked in the field and as Technician, Level I well as in the lab. He has knowledge in calibrating lab/field equipment Caltrans Test Methods: and nuclear gauges. He has worked with soils, grout, concrete, 105, 106, 125, 201, 202, aggregate, polymer, rebar, masonry blocks, and asphalt. He has 205, 206, 207, 211, 216, experience with organizations such as Caltrans, Los Angeles County 217, 226, 227, 231, 504, Public Works, Union Pacific, and ACE. He has the ability to work 518, 521, 523, 524, 531 under pressure and extreme conditions. He has worked for Caltrans 533, 539, 540, 543, 552, District 7 as an on -call Materials Tester, Caltrans Southern Regional 556,557 Lab in Fontana, ACE, and Union Pacific grade separation projects. AASHTO Methods Relevant Project Experience TWIC Orange County Public Works As -Needed Geotechnical Special Training Engineering and Materials Testing & Inspection Services, Orange County, CA. Field Materials Tester/Plant Inspector. On -call Nuclear Gauge Operator contract for materials testing and inspection and geotechnical Training engineering services for OCPW. Kleinfelder is providing materials Loss Prevention System testing and inspection services in support of OCPW's Quality Safety Training Assurance (QA) program for construction of new or rehabilitation of Defensive Driver Training/ existing roadways, flood control channels, parks, or other infrastructure Driver's License projects. Kleinfelder complies with and all testing is performed in accordance with OCPW Standards and Procedures, Greenbook Years of Experience Specifications, Caltrans Standards, ASTM Standards, AASHTO 13 years total Standards, and APWA Standards. In addition, Kleinfelder's material 2 years with Kleinfelder testers and laboratories are certified CCRL, AASHTO resource accreditation, and ASTM D3666. Mr. Rehman has worked on the recent Oso Parkway Bridge Replacement Project in Aliso Viejo. The project consists of the removal, relocation and adjustment of existing improvements, excavation and grading, removal and relocation of existing utilities, construction of new storm drainage and storm water pre-treatment and storage system, construction of curb, gutter and pedestrian walkways and ramps, bridge construction, roadway paving and new overhead signage and traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. City of Long Beach, On -Call Materials Testing and Inspection Services for Street Improvements, Long Beach, CA. Materials Tester. Mr. Rehman performs soils, concrete, and asphalt concrete testing per Caltrans Standards and test methods. Caltrans District 8 (Contract 08A2219), On -Call Materials Sampling and Testing Services for Concrete, Aggregates, and Soils at SRL Districts 7, 8, and 12, Fontana, CA. Material Tester. Provided laboratory materials testing services for soils, aggregates and concrete testing per Caltrans Standards and test methods. Caltrans SRL (Contract 08A2541), On -Call Sampling and Testing of Hot Mix Asphalt and Asphalt Binder, Projects Located in Caltrans Districts 7, 8, and 12, CA. Materials Tester. Mr. PCiFFNFfLOFR MW210924.001P Ali Rehman 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1N»101197►:Ie1 Rehman provided laboratory testing services for Districts 7, 8, and 12 at SRL. The projects included providing laboratory testing per Caltrans test methods for soils, concrete, and aggregates. The scope of work included job mix formula verification during paving, source testing of aggregates and soils, as well as PCC mix design verifications. Caltrans District 7 (Contract 07A4733), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Material Tester. Currently providing as needed construction field materials testing services to improve the State transportation system throughout Caltrans District 7 (covering Los Angeles and Ventura Counties). Our services are being performed at numerous project sites, and our scope of services include the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; and special materials analysis and evaluation. County of Riverside Transportation Department On -Call Highway Geotechnical Engineering and Materials Evaluation and Testing Services, Riverside County, CA. Kleinfelder is currently providing on -call materials and geotechnical testing services under on -call contract for the County of Riverside Transportation Department on multiple roadway construction projects. Mr. Rehman has provided sampling and testing of subgrade soils, cellular concrete, backfill and PCC for various projects under this current on -call contract. A project Mr. Rehman worked on was the Clinton Keith Road Extension (Phase 2) in Murrieta, CA, which comprised of the new construction of a four -lane roadway, median, two new bridge structures, and traffic signals. Services included batch plant inspection for AC and PCC, and field and laboratory testing of AC, PCC, Class 2 aggregate base, imported borrow and embankment soil, and structural backfill. Laboratory testing was performed in Kleinfelder's Caltrans-accredited laboratory. Caltrans District 7 (Contract 07A3126), A&E On -Call Material Testing and Plant Inspection Services, Los Angeles and Ventura Counties, CA. Material Tester. Mr. Rehman performed soils, concrete, and asphalt concrete testing per Caltrans Standards and test methods. The major projects on which Mr. Rehman has provided materials testing services include LA 10, LA 710, LA 5/14, VEN 101, LA 5, LA 14, LA 47, LA 60 and LA 110. Caltrans District 7, Prior Contracts, On -Call Material Testing, Various Locations, CA. Materials Tester. Mr. Rehman performed on -call material testing throughout District 7. From Ojai to Highway 39 to Schuyler Heim Bridge Long Beach. He performed compaction test such as soil and polymer. He also performed concrete testing of PCC, fast -set, and grout. Mr. Rehman would receive dispatch requests and contact the inspector for requested material tests. He would perform tests and send out reports, finish daily logs, necessary reports, and timesheet, daily. He worked on most District 7 projects during this period. Specifically, he worked on the 55-hour closure projects on the Long Beach, 710 Freeway. Union Pacific Railroad, Various Locations, CA. Materials Tester. Mr. Rehman performed material testing for various contracts/projects with Union Pacific Railroad such as 5th Track Temple Street, Fairway Grade Separation, and Sunset Grade Separation project. Mr. Rehman would test materials under railroad and county specifications. He performed concrete, grout, soil, and asphalt testing per ASTM and CTM test methods. Nogales Grade Separation, City of Industry, CA. Mr. Rehman has performed as a Quality Assurance Materials Tester for the Nogales Grade Separation Project (Alameda Corridor extension) located near the 60 Freeway and Nogales. He was requested to attend safety meetings and job briefings by Union Pacific Railroad safety inspector in the morning. He performed material testing of concrete, performed soil compaction using ASMT and CSTM methods, and met specified deadlines. PCiFFNFfLOFR MW210924.001P Ali Rehman 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 License / Certification ACI Concrete Field Testing Technician, Grade I CTMs under Caltrans IA/JTCP: 105, 125, 201, 202, 205, 216, 217, 226, 227, 229, 231, 504, 518, 521, 523, 524, 533, 539, 540, 543, 552, 556, 557 TWIC /_1„A0IQ:Ie1 Marcus Molina, ACi, CTMs Technician Mr. Molina has four years of experience performing observation, testing, documentation, and reporting on work performed by contractors involved in earthwork grading, drilling, and excavation operations on -site. He is also certified in various CTMs and has worked on the Caltrans District 7 contract as well as various public agency projects in southern California. Relevant Project Experience Special Training City of Ontario, As -Needed Geotechnical Engineering and Nuclear Gauge Operator Materials Testing and Inspection Services, Ontario, CA. Training Field Materials Tester. Kleinfelder is currently performing as - Loss Prevention System needed geotechnical engineering and materials testing and Safety Training inspection services as an extension to the City engineering Defensive Driver Training/ department. Our services have included multiple task orders Driver's License requesting materials testing and inspection services during the rehabilitation of multiple residential streets and main Years of Experience commuter routes. Typical task orders have included 4 years total construction observation and field and laboratory testing of engineered fill soils and backfill, aggregate base, AC, and 2 years with Kleinfelder PCC utilized during street improvement projects. Mr. Molina performs materials testing per CTMs and standards. Caltrans District 7 (Contract 07A4733), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Field Materials Tester. Mr. Molina is currently providing as needed services at numerous project sites performing the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; and field nuclear gauge compaction testing. County of Riverside Transportation Department On -Call Highway Geotechnical Engineering and Materials Evaluation and Testing Services, Riverside County, CA. Field Materials Tester. Mr. Molina has provided sampling and testing of soils and concrete for various projects under this current on -call contract. Kleinfelder has been providing on -call materials and geotechnical testing services for County of Riverside on multiple roadway construction projects for several years — including three years as a prime consultant. Perimeter Wall and Pavement Replacement for Vincent Substation 2201500 kV, 33301 Angeles Forest Highway, Palmdale, CA. Kleinfelder is providing soils and materials observation and testing services for a perimeter wall and pavement replacement project within the existing Vincent Substation in Palmdale located on the Angeles Forest Highway. Scope of services includes testing and inspection services during soils compaction, concrete placement and concrete masonry wall construction, laboratory testing, preparation of a final observation and testing report, and project management. Mr. Molina's duties include on -site soil observation and testing utilizing a nuclear gauge. KLE/NFELOER MW210924.001P Marcus Molina 11 �-- Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 License / Certification ACI Concrete Field Testing Technician, Grade I ICC Soils Special Inspector CTMs under Caltrans IA/JTCP: 105, 125, 201, 202, 205, 216, 217, 226, 227, 229, 231, 504, 518, 521, 523, 524, 533, 539, 540, 543, 556, 557 AASHTO Certified TWIC Special Training Nuclear Gauge Operator Training /_1„A0IQ:Ie1 Dominic Montemayor, ACI, iCC, CTMs Technician/Inspector Mr. Montemayor is experienced in sampling and testing soils, asphalt, and concrete per CTMs, and has 15 years' experience performing observation, testing, documentation, and reporting on work performed by contractors involved in earthwork grading as well as foundations, pavement, utility, and wall construction. As an ACI Concrete Field Testing Technician Grade I, his duties include routinely sampling, testing, and making concrete test specimens on concrete placed for slabs -on -grade, pilasters, and other concrete structures. He regularly performs density/moisture tests of soils and pavement materials by use of nuclear density gauge and/or sand cone. Additionally, he has in-depth knowledge of Caltrans testing and roadway/highway projects and current experience with local District 7, 8, and SRL projects. Loss Prevention System Relevant Project Experience Safety Training Orange County Public Works (OCPW), As -Needed Materials Defensive Driver Training/ Testing & Inspection and Geotechnical Engineering and Driver's License Services, Orange County, CA. Material Tester. On -call contract for materials testing and inspection and geotechnical engineering Years of Experience services for OCPW. Kleinfelder is providing materials testing and 15 years total inspection services in support of OCPW's Quality Assurance (QA) 4 years with Kleinfelder program for construction of new or rehabilitation of existing roadways, flood control channels, parks, or other infrastructure projects. Kleinfelder complies with and all testing is performed in accordance with OCPW Standards and Procedures, Greenbook Specifications, Caltrans Standards, ASTM Standards, AASHTO Standards, and APWA Standards. In addition, Kleinfelder's material testers and laboratories are certified CCRL, AASHTO resource accreditation, and ASTM D3666. A recent project is the Oso Parkway Bridge Replacement Project in Aliso Viejo. The project consists of the removal, relocation and adjustment of existing improvements, excavation and grading, removal and relocation of existing utilities, construction of new storm drainage and storm water pre-treatment and storage system, construction of curb, gutter and pedestrian walkways and ramps, bridge construction, roadway paving and new overhead signage and traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. County of Los Angeles, As -Needed Materials Testing Services for Federally/Non-Federally Funded Projects, Los Angeles County, CA. Material Tester. Mr. Montemayor is providing as -needed materials testing and inspection contract with the County of Los Angeles that has included more than 20 task orders to date. Typical projects have included soils, base, asphalt concrete, laboratory testing, PCC, masonry, welding and fireproofing testing and inspection services for street improvement projects, capital facility projects, repair of earthquake and non -earthquake facility damage, and facility alteration at sites located throughout Los Angeles County. Caltrans District 8 (Contract 08A2768), On -Call Construction Materials Sampling and Testing Services Riverside and San Bernardino Counties, CA. Field Materials Tester/Plant Inspector. Mr. Montemayor is providing materials testing services for our on -call contract to improve the State transportation system. He has worked on eight task orders since October 2017. Our services are being performed at numerous project sites and material supplier batch plants. Services include: construction materials observation; materials testing per Caltrans Test Methods and Caltrans Construction Manual; concrete and HMA batch plant inspection; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; and special materials analysis and evaluations. PCiFFNFfLOFR MW210924.001P Dominic Montemayor 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A Edmond Jabbour, ACI, CTMs Education AA, Accounting Technician License / Certification An expert in HMA, soils and construction materials testing, Mr. Jabbour has the ability to take a project from start to finish: from soils grading ACI Concrete Field Testing and backfill, through ACI testing of building materials, and then Technician, Level I placement of asphalt and Caltrans roadwork. He has in-depth ACI Concrete Strength knowledge of public works agency on -call projects, as well as Caltrans Testing Technician testing and roadway/highway projects with current experience at District CTMs under Caltrans 7, 8, and numerous SRL projects. IA/JTCP: Relevant Project Experience 105, 106, 125, 201, 202, 205, 216, 217, 226, 227, 217, 226, Orange County Public Works (OCPW), As -Needed Materials 205, 231, 521, 231, Testing & Inspection and Geotechnical Engineering and Services, 523, 533, 518, 521, Orange County, CA. Materials Tester. On -call contract for materials 523, 524, 533, 539 testing and inspection and geotechnical engineering services for OCPW. Kleinfelder is providing materials testing and inspection AASHTO by JTCP: T11, services in support of OCPW's Quality Assurance (QA) program for T27, T166, T176, T209, construction of new or rehabilitation of existing roadways, flood control T269, T275, T308 channels, parks, or other infrastructure projects. Kleinfelder complies TWIC with and all testing is performed in accordance with OCPW Standards Special Training and Procedures, Greenbook Specifications, Caltrans Standards, ASTM Standards, AASHTO Standards, and APWA Standards. In addition, Nuclear Gauge Operator Kleinfelder's material testers and laboratories are certified CCRL, Training AASHTO resource accreditation, and ASTM D3666. A recent project is Loss Prevention System the Oso Parkway Bridge Replacement Project in Aliso Viejo. The Safety Training project consists of the removal, relocation and adjustment of existing Defensive Driver Training/ improvements, excavation and grading, removal and relocation of Driver's License existing utilities, construction of new storm drainage and storm water pre-treatment and storage system, construction of curb, gutter and Years of Experience pedestrian walkways and ramps, bridge construction, roadway paving 7 years total and new overhead signage and traffic control devices. Services include 7 years with Kleinfelder concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. Caltrans District 8 (Contract 08A2768), On -Call Construction Materials Sampling and Testing Services Riverside and San Bernardino Counties, CA. Field Materials Tester/Plant Inspector. Mr. Jabbour is providing materials testing services for our on -call contract to improve the State transportation system. He has worked on all ten orders since August 2017. Our services are being performed at numerous project sites and material supplier batch plants with various construction materials observation and materials testing services per CTMs and the Caltrans Construction Manual. City of Industry On -Call Geotechnical Observation and Testing Services, City of Industry, CA. Mr. Jabbour has been providing inspection duties to Caltrans testing specifications for roadways and sidewalks along with ASTM nuclear gauge testing for parking lots and ADA ramp stalls. Caltrans SRL Contract 08A2958 (Prior Contract 08A2541), On -Call Materials Sampling and Testing Support Services for Projects Located in Caltrans Districts 7, 8, and 12, Various Counties in Southern CA. Materials Tester. For five years, Mr. Jabbour has been conducting laboratory testing services on HMA materials at SRL on numerous Caltrans projects located in Los Angeles, Riverside, San Bernardino, Ventura, and Orange Counties. He has been providing laboratory testing such as unit weights, Hamburg Wheel, Rice, SSD, compaction, and stability testing. Mr. Jabbour's performance was also recognized by the Caltrans Laboratory Manager. PCiFFNFfLOFR MW210924.001P Edmond Jabbour 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1„A01IQ:Ie1 Kennedy Eubany, ACi, CTMs Education BA, Corporate Managerial Technician Administration Mr. Eubany is qualified for this project due to his 13 years of License / Certification experience with Caltrans in various Districts. He is currently providing field and laboratory materials testing services for ACI Concrete Field Testing soils, concrete, and asphalt concrete testing per Caltrans Technician, Level I Standards and CTMs for the current Caltrans District 7 and 8 CTMs under Caltrans contracts. IA/JTCP: 105, 125 , 201, 202, 205, Relevant Project Experience 216, 217, 226, 227, 229, Caltrans District 8 (Contract 08A2768), On -Call 231, 504, 518, 521, 523, Construction Materials Sampling and Testing Services 533, 539, 540, 543, 556, Riverside and San Bernardino Counties, CA. Field Materials 557 Tester/Plant Inspector. Mr. Eubany is providing materials testing services for our on -call contract to improve the State Special Training transportation system. He has worked on ten orders to date Nuclear Gauge Operator since August 2017. Our services are being performed at Training numerous project sites and material supplier batch plants. Loss Prevention System Services include: construction materials observation; materials Safety Training testing per CTMs and Caltrans Construction Manual; concrete Defensive Driver Training/ and hot mix asphalt batch plant inspection; field sampling of Driver's License fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; special materials analysis and evaluation; Years of Experience providing materials documentation and information; and 13 years total preparing reports to Caltrans standards and requirements. 3 years with Kleinfelder Caltrans District 7 (Contract 07A4733), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Field Materials Tester. Mr. Eubany provides as needed services at numerous project sites performing the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; and field nuclear gauge compaction testing. Materials Testing and Inspections, Numerous Roadways (Caltrans Jurisdiction), Southern CA. Field Materials Tester/Plant Inspector. Mr. Eubany has provided testing and inspection services for numerous roadway projects under Caltrans jurisdiction, including D" and "E" St. Reconstruction, Stoddard Wells RD IC 15 Freeway, and Highway 138 Realignment/Construction. He has performed soil compaction observation and testing in accordance to Caltrans specifications. During the Stoddard Wells project, Mr. Eubany provided soil compaction testing services in accordance to Caltrans specifications. For Highway 138, he provided compaction testing, plant inspection for both PCC and asphalt, concrete, and performed various laboratory testing in accordance to Caltrans specifications. PCiFFNFfLOFR MW210924.001P Kennedy Eubany 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 License / Certification ACI Field Testing Technician ACNM Nuclear Moisture Density Gauges Certification ICC Special Inspector: Structural Masonry; Structural Steel and Bolting, Prestressed Concrete, Spray -applied Fireproofing, and Reinforced Concrete County of Los Angeles Deputy Special Inspector Structural Steel/Welding, Reinforced Concrete Masonry, and Prestressed Concrete TWIC Special Training Nuclear Gauge Operator Training /_1„A0IQ:Ie1 Eric Kennedy, ACi, ICC Technician/Inspector Mr. Kennedy has 18 years of experience with multiple County of Los Angeles and ICC certifications, and is also is an On -Site Senior Individual Team Leader/Senior Level Inspector. This provides a significant benefit to projects as he begins work beneath the foundations and works through project completion. He has performed the role of On -Site Senior Individual Team Leader/Senior Level Inspector for Kleinfelder on large complex projects with construction values over $150M, which have also included stone column rigs with loaders. In his role as Lead Inspector on numerous projects, Mr. Kennedy coordinates all special inspection activities and monitor activities for compliance with local and national building codes and in accordance with County/client and relevant requirements/specifications. Mr. Kennedy has extensive experience working in the field on heavy construction areas for large, complex projects with teams of numerous inspectors/technicians/contractors/clients/stakeholders. He has extensive knowledge of nonresidential construction and inspection processes, building code materials, testing, construction nomenclature, construction documents, construction quality control principles and practices, access compliance requirements of Title 24, and construction safety. Loss Prevention System Relevant Protect Experience Safety Training Defensive Driver Training/ Orange County Transportation Authority, Santa Ana Bus Driver's License Maintenance Facility, Santa Ana, CA. Mr. Kennedy performed special inspection and materials testing services Years of Experience during the construction of a bus maintenance facility consisting 18 years total of multiple buildings, multi -story construction, and concrete 18 years with Kleinfelder paving. Special inspection and materials testing services performed include: fabrication shop inspection of reinforcing steel, drill -in -anchors, placement of reinforcing steel, structural masonry construction, concrete placement, structural steel erection, structural welding of reinforcing steel, structural welding of steel connections, installation and tightening of high - strength bolts, application and testing of spray -applied fireproofing, and installation of stone columns for soil stabilization. On this project Mr. Kennedy acted as our lead inspector coordinating all special inspection and materials testing activities and acting as the primary liaison between Kleinfelder and the contractor and construction management staff. County of Los Angeles Experience: Numerous As -Needed Materials Testing and Special Inspection Contracts, Los Angeles County, CA. Since 2013, Mr. Kennedy has served as Lead Inspector and Special Inspector/Technician on numerous County as -needed, multi -year contracts. Under these contracts, Kleinfelder has provided materials observation and testing services for various public works facilities, hospitals, ADA upgrades, other improvements. Relevant facility projects have included: • Harbor UCLA Medical Center Data Center Upgrade and Infrastructure Upgrades • MILK Medical Center Campus, Online Realtime Centralized Health Information Database (ORCHID) Project, CP 87221 PCiFFNFfLOFR MW210924.001P Eric Kennedy 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1Z!NA0IQ:Ie1 • MLK Medical Center Campus, Outpatient Center Central Sterile Renovation Project • Agricultural Commissioning Weights and Measures (ACWM) Carport Facility/Shelter Martin Luther King, Jr. (MILK) Medical Center Campus, East Parking Structure, Los Angeles County, CA. Mr. Kennedy served as Special Inspector/Technician on this 6-level parking garage project with 1,400 parking spaces to meet current parking challenges, constructed of cast -in place concrete with post -tensioned decks and beams. Kleinfelder provided special inspection and materials testing for the project. Rancho Los Amigos National Rehabilitation Center (RLANC), Los Angeles County, CA. Mr. Kennedy served as Kleinfelder's Lead Project Inspector. The $418M project includes new elements and upgrades to existing structures. The County of Los Angeles required IOR for OSHPD and jurisdictional inspection services at the project site, which were included as a part of our contract. On -site work has included coordination of inspection staff and laboratory testing of construction materials and workmanship, including soils, reinforced concrete, prestressed/post-tensioned concrete, structural masonry, spray -applied fireproofing, structural bolting and structural steel and welding. Additionally, the project includes demolition of existing aged structures. As Lead Project Inspector, Mr. Kennedy coordinated all special inspection activities and provides technical support and documentation to contractors when issues arise during construction. Administrative Office of the Courts, San Bernardino Courthouse, San Bernardino, CA. Mr. Kennedy served as the Lead Inspector for the construction of a new, 11-story courthouse that occupies approximately seven acres of land. Special inspection services included reinforced concrete, reinforcing steel, observation during placement of drilled in anchors and epoxy rebar, structural masonry, spray applied fire resistant materials, structural steel and welding. As the Lead Inspector, Mr. Kennedy proved to be a valuable resource, not only coordinating all special inspection activities but also providing technical support and documentation to contractors when issues arose during construction. Site 1 Demolition and Make -Ready Project at the RLANC, Los Angeles County, CA. Mr. Kennedy served as Kleinfelder's Lead Project Inspector. The project included the demolition of existing OSHPD facilities and reconstruction of several new buildings and expansion of the existing parking structure. As Lead Project Inspector, Mr. Kennedy coordinated all special inspection activities. PCiFFNFfLOFR MW210924.001P Eric Kennedy 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 License / Certification ACI Field Testing Technician ICC Special Inspector: Reinforced Concrete, Prestressed Concrete, Structural Masonry, Structural Steel and Bolting County of Los Angeles Special Inspector: Reinforced Concrete, Structural Steel/Welding City of Los Angeles Deputy Inspector: Concrete, Drilled in Anchors, Masonry, Steel/Welding /_1„A0IQ:Ie1 Kim Byrd, iCC, ACi Inspector Mr. Byrd has 38 years of experience in construction related employment including 20 years as a certified special inspector with substantial knowledge of building code interpretation/ enforcement in structural steel welding, structural masonry, reinforced concrete, post-tensioned/pre-stressed concrete, concrete sampling and testing, and ASTM standards. He has immense experience with OSHPD-related and facility renovation projects. Mr. Byrd has worked on the CMSC campus for the last 12 years as Lead Special Inspector. Additionally, Mr. Byrd has held a current County of Los Angeles Special Inspector Certificate since 2002. Mr. Byrd has worked on numerous public works facilities and related structures projects over the past several decades. Relevant Project Experience WABO Special Inspection County of Los Angeles, Numerous As -Needed Materials Field Supervisor: Testing and Special Inspection Contracts, Los Angeles Prestressed Concrete, County, CA. Since 2002, Mr. Byrd has served as Special Reinforced Concrete, Inspector/Technician on several County of Los Angeles as - Structural Masonry, needed, multi -year contracts. Additionally, Mr. Byrd has held a Structural Steel and current County of Los Angeles Special Inspector Certificate since Bolting, Structural 2002. Under these contracts, Kleinfelder provided materials Welding observation and testing services for various public works facilities. Relevant public works and facility projects have included: Special Training Loss Prevention System O0 Camp Miller, Juvenile Detention Center. Provided structural Safety Training steel welding, reinforced concrete, and structural masonry. Defensive Driver Training/ 00 Central Juvenile Hall. Provided structural steel welding, Driver's License reinforced concrete, and structural masonry. Years of Experience 00 Los Padrinos Juvenile Hall. Provided structural steel welding, 38 years total reinforced concrete, structural masonry. 20 years with Kleinfelder 00 Los Angeles County Courthouse, Santa Monica. Senior Inspector who provided structural steel welding, reinforced concrete, and structural masonry testing and inspection. Cedars -Sinai Medical Center (CSMC), Numerous Projects, Los Angeles, CA. Since 2008, Mr. Byrd has been the Lead Special Inspector on 150+ projects at the CSMC campus for various facilities totaling a construction value of $450M to date. He works full-time on the campus on new construction and facility renovation projects. As Lead Special Inspector, he also serves at the Point of Contact. He has worked closely with the IOR team to cover all work on the campus and directed additional special inspectors as necessary. Many of the projects fall in the jurisdiction of the OSHPD. Westfield Santa Anita Mall, Santa Anita, CA. Inspector -in -Charge, performing materials testing and inspection services for the mall expansion project. The project consisted of the construction of a parking structure and the addition of a new food court and retail stores. Kleinfelder provided deputy inspectors, and Mr. Byrd was the lead, coordinating a staff of 3 to 4 inspectors throughout the project. PCiFFNFfLOFR MW210924.001P Kim Byrd 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 License / Certification ACI -Concrete Field Testing Technician, Level I ICC Master of Special Inspection ICC Special Inspector: Structural Welding; Structural Steel and Bolting; Structural Masonry; Pre -Stressed Concrete; Reinforced Concrete; Spray -Applied Fire Proofing; Soils County of Los Angeles Deputy Special Inspector: Reinforced Concrete; Masonry; Pre -Stressed Concrete; Welding City of Los Angeles Deputy Special Inspector: Grading; Concrete Construction; Drilled In Anchors City of Long Beach Special Inspector: Reinforced Concrete; Masonry TWIC Special Training Nuclear Gauge Operator Training Loss Prevention System Safety Training Defensive Driver Training/ Driver's License I_1=1101I 1111►:Ie1 Jason Eckerson, ACi, ICC Technician/Inspector Mr. Eckerson has 11 years of experience with various construction projects in southern California. These projects have included hospitals, public works facilities, parking structures, commercial, and tilt -ups. He is uniquely qualified for this contract due to his overall project experience and extensive variety of inspections he has conducted. Mr. Eckerson is thorough in preparing documentation and is professional and effecting in his interactions with clients. Mr. Eckerson has worked on numerous public works agency projects, provided materials testing and special inspection services for medical center campuses, facilities, and parking structures. Relevant Project Experience County of Los Angeles, Numerous As -Needed Materials Testing and Special Inspection Contracts, Los Angeles County, CA. Since 2018, Mr. Eckerson has served as Senior Special Inspector/Technician on several County of Los Angeles as -needed, multi -year contracts. Under these contracts, Kleinfelder provided materials observation and testing services for various public works facilities, hospitals, ADA upgrades, park beautifications, and street improvement projects. Relevant public works and facility projects have included: oc MILK Medical Center Campus: Augustus F. Hawkins Air - Handler Units Replacement Project; Outpatient Center Central Sterile Renovation Project oc Harbor -UCLA Medical Center, Psychiatric Emergency Services Expansion Project oo Olive View -UCLA Medical Center, Emergency Generators Online Realtime Centralized Health Information Database (ORCHID) Project oc Camp Kilpatrick Replacement Project Martin Luther King, Jr. (MILK) Medical Center Campus, East Years of Experience Parking Structure, Los Angeles County, CA. Mr. Eckerson 11 years total served as a Senior Special Inspector and provided post -tensioned 3 years with Kleinfelder inspection, concrete, and masonry services on this 6-level parking garage project with 1,400 parking spaces to meet current parking challenges, constructed of cast -in place concrete with post -tensioned decks and beams. Kleinfelder provided special inspection and materials testing. Cedars -Sinai Medical Center (CSMC), Numerous Projects, Los Angeles, CA. Since 2018, Mr. Eckerson has served as Senior Special Inspector/Technician for construction materials testing and inspection services on several projects at CSMC. Rancho Los Amigos North Campus (RLANC), Los Angeles County, CA. Mr. Eckerson has served as Senior Special Inspector providing structural steel welding, post tension inspection and reinforced concrete testing and inspection services for various projects for the $418M RLANC subject to IOR for OSHPD and jurisdictional inspections. PCiFFNFfLOFR MW210924.001P Jason Eckerson 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A Robert Carman, ACi, iCC License / Certification ACI Field Testing Technician/Inspector Technician, Level I Mr. Carman has 21 years of experience providing special ICC Special Inspector: inspection services on a variety of projects in southern California. Structural Welding, He is uniquely qualified for this contract due to the wide variety of Structural Masonry, his special inspection certifications and past experiences over the Spray -applied past two decades working on numerous southern California public Fireproofing, Prestressed work agency projects. Concrete, Reinforced Concrete Relevant Project Experience County of Los Angeles County of Los Angeles, Numerous As -Needed Materials Special Inspector: Testing and Special Inspection Contracts, Los Angeles Reinforced Concrete, County, CA. Since 2002, Mr. Carman has served as Special Masonry, and Structural Inspector/Technician on several County of Los Angeles as- Steel/Welding needed, multi -year contracts. Under these contracts, Kleinfelder City of Long Beach Deputy provided materials observation and testing services for various Inspector: Reinforced public works facilities. Relevant public works and facility projects Concrete, Masonry, and have included: Welding oo MLK Medical Center Campus: Make Ready Projects; TWIC Augustus F. Hawkins Air -Handler Units Replacement Project; Inpatient Tower Lease Agreement, Sterile Special Training Processing Dept. Humidifier Project Nuclear Gauge Operator oo Harbor UCLA Data Center Upgrade. Central Juvenile Hall, Training 2002-2004. Los Padrinos, 2002-2005. MILK Medical Center Loss Prevention System Campus: Augustus F. Hawkins Air -Handler Units Safety Training Replacement Project; Outpatient Center Central Sterile Defensive Driver Training/ Renovation Project Driver's License Martin Luther King, Jr. (MILK) Medical Center Campus, East Years of Experience Parking Structure, Los Angeles County, CA. Mr. Carman served 21 years total as the Lead Special Inspector and also provided post -tensioned masonry, concrete, and welding inspection services on this 6-level 20 years with Kleinfelder parking garage project with 1,400 parking spaces to meet current parking challenges, constructed of cast -in place concrete with post - tensioned decks and beams. Kleinfelder provided special inspection and materials testing for the project. Additionally, Mr. Carman provided inspection at the adjacent childcare center and Hawkins building at the conclusion of work at the parking structure. Arcadia Mental Health Center Replacement, Los Angeles County, CA. Mr. Carman served as Special Inspector/Technician on the project, which consisted of demolishing the current structure and construction of a new structure and parking lot on the existing site. The new building is proposed to be single story and approximately 10,365 square feet. Kleinfelder provided construction materials testing and special inspection services by our multi -certified, in-house technicians and inspectors, and served as the Geotechnical Engineer of Record to assess conformance with the project structural plans and specifications during construction. Rancho Los Amigos North Campus (RLANC), Los Angeles County, CA. Mr. Carman has served as Special Inspector providing inspection in many areas including a post tension parking structure along with welding, concrete, and masonry inspection for various projects for the $418M RLANC subject to IOR for OSHPD and jurisdictional inspections. PCiFFNFfLOFR MW210924.001P Robert Carman 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A Education Mike Carman, ASNT, CWi, iCC Courses: San Diego Inspector Community College, Cement Mr. Carman has 30 years of experience as an inspector. He is Mason Apprenticeship knowledgeable in structural steel/welding/piping/bolting/coatings/ Courses: South Bay Trade NDT (MT, UT, PT) testing. His experience includes oil refineries, School, Marine Pipefitter power plants, schools, Caltrans specifications, bridges, industrial Training facilities, hospitals, and other public works projects. Prior to working at Kleinfelder, Mr. Carman worked in oil refineries, offshore oil rigs, License / Certification and power plants performing pipe inspection for 15 years. Certified Welding Inspector, Relevant Project Experience American Welding Society County of Los Angeles Special County of Los Angeles, Numerous As -Needed Materials Inspector -Welding Testing and Special Inspection Contracts, Los Angeles City of LA Deputy Inspector County, CA. Since 2007, Mr. Carman has served as Special Inspector/Technician on several County of Los Angeles as- - Drilled in Anchors needed, multi -year contracts. Under these contracts, Kleinfelder - Steel Construction provided materials observation and testing services for various ICC Special Inspector public works facilities. Relevant public works and facility projects - Structural Steel &Bolting have included: - Structural Welding 0 Public Works Headquarters Building, Alhambra ASNT NDT: Ultrasonic, Level 0 MLK Medical Center Campus, East Parking Structure 1/11, Liquid Penetrant, Level Project 1/II, Magnetic Particle, Level 0 MLK Medical Center Campus: Numerous projects 1/II 0 Harbor UCLA Data Center Upgrade TWIC Arcadia Mental Health Center Replacement, Los Angeles City of Long Beach Inspector County, CA. Mr. Carman served as Special - Epoxy Inspector/Technician on the project, which consisted of - Structural Steel & Welding demolishing the current structure and construction of a new structure and parking lot on the existing site. The new building is Special Training proposed to be single story and approximately 10,365 square Loss Prevention System feet. Kleinfelder provided construction materials testing and Safety Training special inspection services by our multi -certified, in-house Defensive Driver Training/ technicians and inspectors, and served as the Geotechnical Driver's License Engineer of Record to assess conformance with the project structural plans and specifications during construction. Years of Experience Rancho Los Amigos National Rehabilitation Center 30 years total (RLANRC), Downey, CA. Mr. Carman has served as Special 13 years with Kleinfelder Inspector, conducting welding inspections and UT, MT, and PT (NDT). The $418M project includes new elements and upgrades to existing structures. The County of Los Angeles required IOR for OSHPD and jurisdictional inspection services at the project site, which were included as a part of our contract. On -site work included inspection and laboratory testing of construction materials and workmanship, including soils, reinforced concrete, prestressed/post-tensioned concrete, structural masonry, spray -applied fireproofing, structural bolting and structural steel and welding. Additionally, the project includes demolition of existing aged structures. Caltrans, Street, Off -ramps and Bridges, Northern and Southern CA. Senior Inspector. Provided source inspection of welding, structural steel, rebar ultimate welded hoops, headed rebar, PTFE spherical bearings and coatings on several projects including; Seaside Way pedestrian bridge, Port of PCiFFNFfLOFR MW210924.001P Mike Carman 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1Z11NA01197/:I_1 Los Angeles C St. / 1-110 freeway, SR-4 widening, 180 Yerba Buena ramps, Hegeman Gulch bridge, I- 280 and Wolfe Rd. off -ramps, Apple 1-180 corridor, Puente Ave. grade, South San Francisco and other smaller projects. Cedars -Sinai Medical Center (CSMC), Numerous Projects, Los Angeles, CA. Since 2011, Mr. Carman has served as a Special Inspector on 70+ projects at the CSMC campus on new construction and facility renovation projects. Many of the projects fall in the jurisdiction of the OSHPD. 0 Saperstein Critical Care Tower, Construction Value: $125M. Mr. Carman conducted welding inspections and ultrasound testing. The 11-level building has a total of 250,000 square feet with an additional 13,700 square feet for enclosed pedestrian bridges linking the new structural with the existing structure. Kleinfelder supplied deputy inspectors for the structural steel fabrication, which was being fabricated in Stockton, California. Kleinfelder also provided inspections for all on site work, concrete, steel, welding, masonry, fireproofing, and epoxy grouted anchors. The new facility fell under OSHPD guidelines and Kleinfelder was under the direction of the project inspector of record, the architect of record, and the officers of OSHPD. 0 The Angeles Clinic (TAC) Renovation and Expansion. Provided special inspection and testing for this three-story building project. Construction will include the renovation of approximately 40,000 square -feet of clinical and public area to an OSHPD 3 facility, with numerous departments, urgent care, a cafe, and clinical spaces. UCSD Jacobs Medical Center, Various Projects, La Jolla, CA. Mr. Carman served as a Special Inspector for materials testing portion of this project that involved fabrication shop inspection for various reinforcing steel and precast elements in various parts of the country, along with inspection services of bolting, high strength grout, concrete, light weight concrete, and laboratory testing. San Bernardino Courthouse, State of California Judicial Council of California (formerly Administrative Office of the Courts), San Bernardino, CA. Special Inspector. On -site work included coordination of inspection staff and laboratory testing of construction materials and workmanship, including reinforced concrete, spray -applied fireproofing, base plate grouting, structural masonry, structural bolting and structural steel and welding. Project also included mock-up wall testing and laboratory testing of stone. Port of Los Angeles, Street/1-110 Freeway Interchange Materials Testing and Source Inspections, Los Angeles, CA. Construction activities included new retaining walls, steel pipe piling, embankment and structure fills, structural concrete, asphalt and Portland cement concrete pavements, new roadway signage and electrical systems, for this project that comprised a new interchange - including two bridges. Services included source inspections and quality assurance testing and inspections of construction materials utilized within the Caltrans right-of-way. Mr. Carman performed source inspection during welding structural steel, rebar ultimate welded hoops, steel pipe piling and manufacturing of light standards. Also provided welding quality system (WQS) reviews and source inspection of PT strands and PTFE spherical bearing pads. PCiFFNFfLOFR MW210924.001P Mike Carman 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 License / Certification ACI Concrete Field Testing Technician, Level I ICC Special Inspector: - Reinforced Concrete - Spray -applied Fireproofing - Structural Masonry - Structural Steel and Bolting - Structural Welding OSHA 30 Special Training Nuclear Gauge Operator Training Loss Prevention System Safety Training Defensive Driver Training/ Driver's License Years of Experience 2 years total 2 years with Kleinfelder /_1„A0IQ:Ie1 Jacob Collins, ACi, iCC Technician/Inspector Mr. Collins has 2 years of experience as an Inspector/Technician and multiple certifications in concrete, soils, structural masonry, reinforced concrete, structural steel & bolting, USDOT Hazmat, and spray -applied fireproofing. He has provided inspection work for a variety of projects and clients, ranging from public works agencies to business centers and has experience in a variety of large projects in southern California. Mr. Collins has extensive experience working in the field on heavy construction areas for large, complex projects with teams of numerous inspectors/technicians/contractors/clients/ stakeholders. He has extensive knowledge of nonresidential construction and inspection processes, building code materials, testing, construction nomenclature, construction documents, construction quality control principles and practices, access compliance requirements of Title 24, and construction safety. Relevant Project Experience City of Ontario, As -Needed Materials Testing and Geotechnical Engineering Services, Ontario, CA. Technician/Inspector. Services have included multiple task orders requesting materials testing and inspection services during the rehabilitation of multiple residential streets and main commuter routes within the city. Mr. Collins has also worked on several projects for the city, including Fire Station No. 9, Anthony Munoz Community Center, and Merrill Avenue Storm Drain. He has performed work on task orders which have included construction observation and field and laboratory testing of engineered fill soils and backfill, aggregate base, AC, and PCC utilized during street improvement projects as well as providing reinforced concrete, structural masonry, structural steel and bolting and structural welding inspections. City of Long Beach, On -Call Materials Testing and Inspection Services for Street Improvements, Long Beach, CA. Mr. Collins performed various testing and inspection services for street improvements. The work consisted of pavement reconstruction and overlays, constructing PCC curbs, gutters, driveways, curb ramps, and sidewalks. Various On -Call and Materials Testing & Inspection Contracts, Counties of Orange, Riverside, San Bernardino, and the Greater Los Angeles Region, CA. Mr. Collins has performed inspection for pull testing, torque testing, coring, nuclear gauge testing, trench backfill, sampling of concrete and soils for numerous projects throughout Riverside, San Bernardino, Los Angeles, and Orange Counties for clients such as Southern California Edison and Eastern Municipal Water District. Cedars -Sinai Medical Center (CSMC), Numerous Projects, Los Angeles, CA. Mr. Collins serves as a Special Inspector and has worked on over 10 projects to date at various locations throughout Cedars -Sinai Medical Center campuses. Special inspection services included reinforced concrete, reinforcing steel, observation during placement of drilled in anchors and epoxy rebar, structural masonry, spray applied fire resistant materials, and structural steel and welding. PCiFFNFfLOFR MW210924.001P Jacob Collins 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A Jeffrey Diaz, NICET, ICC, ACI, RSO, CTMs License / Certification NICET Level II: Asphalt, Technician/Inspector Soils, Concrete Mr. Diaz has 14 years of field testing, inspection and laboratory ACI Aggregate Testing experience with various construction projects throughout southern Technician Level I & Level California, including government, commercial, retail, industrial, II: Concrete Field roadways, and public utilities. Mr. Diaz is currently the Lab Technician Level 1, Supervisor for our certified Ontario and Long Beach laboratories. Concrete Strength Relevant Project Experience Technician, Aggregate Base Technician Orange County Public Works (OCPW), As -Needed Materials ICC Special Inspector: Testing & Inspection and Geotechnical Engineering and Structural Masonry; Services, Orange County, CA. Materials Tester. On -call contract for Reinforced Concrete; materials testing and inspection and geotechnical engineering Spray -Applied Fire services for OCPW. Kleinfelder is providing materials testing and Proofing; Soils inspection services in support of OCPW's Quality Assurance (QA) program for construction of new or rehabilitation of existing roadways, Southwest Calibration & flood control channels, parks, or other infrastructure projects. Training Radiation Safety Kleinfelder complies with and all testing is performed in accordance Officer Course No. 7567-36 with OCPW Standards and Procedures, Greenbook Specifications, CTM Certified: 105, 106, Caltrans Standards, ASTM Standards, AASHTO Standards, and 125, 201, 202, 206, 207, APWA Standards. In addition, Kleinfelder's material testers and 216, 217, 226, 227, 229, laboratories are certified CCRL, AASHTO resource accreditation, and 231, 301, 304, 308, 309, ASTM D3666. A recent project is the Oso Parkway Bridge 366, 370, 382, 504, 518, Replacement Project in Aliso Viejo. The project consists of the 521, 523 524, 533, 539, removal, relocation and adjustment of existing improvements, 540, 543, 556, 557 excavation and grading, removal and relocation of existing utilities, AASHTO Test Methods: construction of new storm drainage and storm water pre-treatment T11, T27, R47, R76, T176, and storage system, construction of curb, gutter and pedestrian T255, T329, T335 walkways and ramps, bridge construction, roadway paving and new 40 Hour HAZWOPER overhead signage and traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and Special Training testing, onsite flexural beam fabrication, and laboratory testing. Loss Prevention System City of Long Beach, On -Call Materials Testing and Inspection Safety Training Services, Long Beach, CA. Mr. Diaz serves as a Materials Defensive Driver Training/ Technician/Inspector for this on -call materials testing and inspection Driver's License contract which includes more than 100 task orders to date. Nuclear Gauge Operator County of Los Angeles, As -Needed Geotechnical Engineering Training and Materials Testing and Inspection Services, Los Angeles County, CA. Mr. Diaz serves as a Materials Technician/Inspector Years of Experience for various projects consisting of roadway improvements, airport 14 years total rehabilitations, ADA upgrades, park beautifications, and 14 years with Kleinfelder modifications of miscellaneous County facilities and sites located throughout Los Angeles County. County of Los Angeles, Asphalt Rubber Hot Mix Designs, County of Los Angeles, CA. As a Materials Tester, Mr. Diaz provided laboratory ARHM-GG-C mix proportions (with and without 15% RAP) on materials collected from three separate County material suppliers. The purpose was to: 0 Verify existing (ARHM-GG-C)job mix formula (JMF) proportions currently being provided to the county 0 Investigate the suitability of a 15% recycled asphalt pavement (RAP) replacement in each JMF PCiFFNFfLOFR MW210924.001P Jeffrey Diaz 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1N»101197►:Ie1 0 Check the binder properties of the RAP collected from each of the three plant locations sampled Mr. Diaz provided material sampling and laboratory mix proportion utilizing aggregates, RAP, and PG 64- 16 asphalt rubber binder collected during routine production of ARHM asphalt concrete at each of the three batch plants selected. Laboratory testing included California Test Numbers 304, 308, 309, and 366 (test for preparation of Hot Mix Asphalt for Test Specimens, Specific Gravity of Compacted HMA Specimens, Theoretical Maximum Specific Gravity and Density of Hot Mix Asphalt and Test for Stabilometer Value, respectively). Caltrans District 8 (Contract 08A2768), On -Call Construction Materials Sampling and Testing Services, Riverside and San Bernardino Counties, CA. Materials Tester/Plant Inspector. Mr. Diaz is providing materials and testing services for our on -call contract to improve the State transportation system. Services are being performed at numerous project sites and material supplier batch plants. Mr. Diaz is performing construction materials observation; materials testing per CTMs and Caltrans Construction Manual; concrete and HMA batch plant inspection; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; special materials analysis and evaluation; materials documentation and information; and preparation of reports to Caltrans standards and requirements. City of Ontario, As -Needed Geotechnical Engineering and Materials Testing and Inspection Services, Ontario, CA. Field Materials Tester. Kleinfelder is currently performing as -needed geotechnical engineering and materials testing and inspection services as an extension to the City engineering department. Our services have included multiple task orders requesting materials testing and inspection services during the rehabilitation of multiple residential streets and main commuter routes. Typical task orders have included construction observation and field and laboratory testing of engineered fill soils and backfill, aggregate base, AC, and PCC utilized during street improvement projects. Caltrans SRL Contract 08A2958 (Prior Contract 08A2541), On -Call Materials Sampling and Testing Support Services for Projects Located in Caltrans Districts 7, 8, and 12, Various Counties in Southern CA. Materials Tester. Mr. Diaz has performed laboratory testing services on HMA and aggregate materials on numerous Caltrans projects located in Los Angeles, Riverside, San Bernardino, Ventura, and Orange Counties under the subject on -call contracts. He has routinely performed Caltrans and ASTM test procedures for soil, asphalt, concrete, masonry, grout, and reinforcing steel utilizing the laboratory safety manual, standard plans and specifications. Caltrans District 7 (Contract 07A4733) On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Materials Tester. Mr. Diaz provides as needed services at numerous project sites performing the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; and field nuclear gauge compaction testing. County of Riverside, Transportation Department On -Call Highway Geotechnical Engineering and Materials Evaluation and Testing Services, Riverside County, CA. Field Materials Tester. Kleinfelder is currently providing on -call materials and geotechnical testing services under on -call contract for the County of Riverside Transportation Department on multiple roadway construction projects. Services include sampling and testing of subgrade soils, cellular concrete, backfill and PCC for various projects under this current on -call contract. Projects that Mr. Diaz worked on include the Airport Blvd. Grade Separation and the Clinton Keith Road Extension in Murrieta, CA, which comprised of the new construction of a four -lane roadway, median, two new bridge structures, and traffic signals. Laboratory testing was performed in Kleinfelder's Caltrans-accredited laboratory. Cedars -Sinai Medical Center (CSMC), Numerous Projects, Los Angeles, CA. Served as a Materials Tester for the laboratory service portion on over 180 projects at CSMC to date. Testing included reinforcing steel, spray applied fire resistive material, and concrete. PCiFFNFfL£]FR MW210924.001P Jeffrey Diaz 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A Cameron Massa, ACi, CTM Education BS, Computer Science, Technician University of La Verne, Mr. Massa has five years of experience as a field and laboratory California, 2017 technician. He is responsible for a wide variety of laboratory materials testing on soils, concrete, asphalt, reinforcing steel, and License /Certification masonry products for multiple projects. Mr. Massa is experienced ACI Concrete Strength in logging, processing, and testing samples in accordance to Testing Technician Caltrans and ASTM standards and procedures. He is currently working on laboratory testing for numerous projects throughout CTM Certified: 105, 125, southern California including Counties of Orange, Riverside, San 201, 202, 205, 216, 217, Bernardino, and the Greater Los Angeles Region. He also has 226, 227, 229 experience working on projects subject to Caltrans and local Special Training agency standards and jurisdictions. Loss Prevention System Relevant Project Experience Safety Training Orange County Public Works As -Needed Geotechnical Defensive Driver Training/ Engineering and Materials Testing & Inspection Services, Driver's License Orange County, CA. Materials Tester/Laboratory Technician. Mr. Years of Experience Massa is instrumental in providing materials testing for this contract in which Kleinfelder is providing materials testing and inspection 5 years total services in support of the County/District's QA program for 5 years with Kleinfelder construction of new or rehabilitation of existing roadways, flood control channels, parks, or other infrastructure projects. Services include concrete batch plant inspection, PCC aggregate sampling and testing, and onsite flexural beam fabrication and laboratory testing per CTMs. County of Los Angeles, As -Needed Materials Testing Services for Federally/Non-Federally Funded Projects, Los Angeles County, CA. Materials Tester/Laboratory Technician. Mr. Massa is providing as -needed materials testing for this contract with the County of Los Angeles that has included more than 20 task orders to date. Typical projects have included soils, base, asphalt concrete, laboratory testing, PCC, masonry, welding and fireproofing testing and inspection services for street improvement projects, capital facility projects, repair of earthquake and non -earthquake facility damage, and facility alteration at sites located throughout Los Angeles County. County of Riverside Transportation Department On -Call Highway Geotechnical Engineering and Materials Evaluation and Testing Services, Riverside County, CA. Materials Tester/Laboratory Technician. Mr. Massa is providing materials testing for subgrade soils, cellular concrete, backfill, and Portland cement concrete for various projects under this current on -call contract. Kleinfelder has been providing on -call materials and geotechnical testing services for County of Riverside on multiple roadway construction projects for several years, including three years as a prime consultant. Services provided under this contract have included batch plant inspection for AC and PCC, and field and laboratory testing of AC, PCC, Class 2 aggregate base, imported borrow and embankment soil, and structural backfill. Laboratory testing was performed in Kleinfelder's Caltrans-accredited laboratory. Ontario International Airport Authority (OIAA), On Call Consulting Services Contract, Phase IV Taxiway W Panel Replacement, Ontario, CA. Mr. Massa observed LCB (Lean Concrete Base) placement, performed testing according to specifications, and prepared a daily fields report. He marked discrepancies, notified contractor, observed concrete grinder services, and re -observed areas to meet specifications. PCiFFNFfL£]FR MW210924.001P Cameron Massa 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 License / Certification ACI Concrete Strength Testing Technician, Level I CTM Certified: 521, 523, 524 Special Training Nuclear Gauge Operator Training Loss Prevention System Safety Training Defensive Driver Training/ Driver's License /_1„A0IW:Ie1 Julian Calderon, ACI, CTMs Technician Mr. Calderon has four years of experience as a field and laboratory technician. He has a nuclear gauge, ACI, and Caltrans certifications and is responsible for a wide variety of laboratory testing which includes soils, concrete, asphalt, reinforcing steel, and masonry products for multiple projects. He is responsible for logging and processing the samples in accordance with laboratory standards and procedures. He is currently working on laboratory testing for numerous projects throughout southern California including Counties of Orange, Riverside, San Bernardino, and the Greater Los Angeles Region. He also has experience working on projects subject to Caltrans and local agency standards and jurisdictions. Years of Experience Relevant Project Experience 4 years total County of Los Angeles, As -Needed Materials Testing Services for Federally/Non-Federally Funded Projects, Los Angeles 4 years with Kleinfelder County, CA. Laboratory Technician. Mr. Calderon has provided laboratory materials testing services for this as -needed materials testing contract with the County of Los Angeles that has included more than 20 task orders to date. Typical projects have included soils, base, asphalt concrete, laboratory testing, PCC, masonry, welding and fireproofing testing and inspection services for street improvement projects, capital facility projects, repair of earthquake and non -earthquake facility damage, and facility alteration at sites located throughout Los Angeles County. County of Riverside Transportation Department On -Call Highway Geotechnical Engineering and Materials Evaluation and Testing Services, Riverside County, CA. Materials Tester/Laboratory Technician. Mr. Calderon is providing materials testing for subgrade soils, cellular concrete, backfill, and Portland cement concrete for various projects under this current on -call contract. Kleinfelder has been providing on -call materials and geotechnical testing services for County of Riverside on multiple roadway construction projects for several years, including three years as a prime consultant. Services provided under this contract have included batch plant inspection for AC and PCC, and field and laboratory testing of AC, PCC, Class 2 aggregate base, imported borrow and embankment soil, and structural backfill. Laboratory testing was performed in Kleinfelder's Caltrans-accredited laboratory. City of Long Beach, On -Call Materials Testing and Inspection Services, Long Beach, CA. Mr. Calderon serves as a Laboratory Technician for this on -call materials testing and inspection contract which includes more than 100 task orders to date. Typical laboratory testing for this contract has consisted of sieve analysis, moisture content determination, maximum density determination, permeability of soils, direct shear of soils, specific gravity of fine/coarse aggregate, durability index of aggregate, sand equivalent, concrete compression testing, flexural strength testing of concrete, asphalt content by ignition oven/microwave oven, cleanness of aggregates and abrasion of coarse aggregate, amongst many others. Mr. Calderon is responsible for logging in the samples, assigning the necessary laboratory testing, performing the testing in the laboratory and inputting the data and distributing laboratory reports to the client. PCiFFNFfLOFR MW210924.001P Julian Calderon 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A License / Certification Michael Magana, ICC, NICET, ACI, CTMs ICC Special Inspector: Technician/Inspector Structural Masonry, Soils, Mr. Magana has 22 years of experience performing construction Reinforced Concrete materials testing in the field and laboratory. An expert in HMA, soils NICET Level III: Asphalt, and construction materials testing, projects have included grading, Soils, Concrete paving, concrete/asphalt batch plant inspections, concrete/asphalt ACI Testing Technician, placement and utilities. He is experienced in laboratory testing Level I: Aggregate, utilizing ASTM, ACI, AASHTO and Caltrans specifications including Concrete Field, Concrete sieve analysis, moisture content determination, maximum density Lab, Masonry Lab determination, permeability of soils, direct shear of soils, specific AHot Mix Asphalt, gravity of fine/coarse aggregate, durability index of aggregate, sand PCC, A ACC, Asphalt Binder, Soil, equivalent, concrete compression testing, flexural strength testing of Aggregate, Hydraulic concrete, asphalt content by ignition oven/microwave oven, Cement, Masonry cleanness of aggregates and abrasion of coarse aggregate, amongst many others. CTM Certified: 105, 106, 125, 201, 202, 206, 207, Additionally, he has in-depth knowledge of Caltrans testing and 216, 217, 226, 227, 229, roadway/highway projects and current experience with numerous 231, 301, 304, 308, 309, District 7, 8, and SRL projects. 366, 370, 382, 504, 518, Relevant Project Experience 521, 523 524, 533, 539, 540, 543, 556, 557 Orange County Public Works (OCPW), As -Needed Materials City of Los Angeles Deputy Testing & Inspection and Geotechnical Engineering and Building Inspector, Services, Orange County, CA. Materials Tester. On -call contract for P031445 materials testing and inspection and geotechnical engineering services for OCPW. Kleinfelder is providing materials testing and Special Training inspection services in support of OCPW's Quality Assurance (QA) Nuclear Gauge Operator program for construction of new or rehabilitation of existing Training roadways, flood control channels, parks, or other infrastructure Caltrans plant inspection projects. Kleinfelder complies with and all testing is performed in safety video accordance with OCPW Standards and Procedures, Greenbook Specifications, Caltrans Standards, ASTM Standards, AASHTO OSHA: HAZWOPER Trainer Standards, and APWA Standards. In addition, Kleinfelder's material Loss Prevention System testers and laboratories are certified CCRL, AASHTO resource Safety Training accreditation, and ASTM D3666. A recent project is the Oso Parkway Defensive Driver Training/ Bridge Replacement Project in Aliso Viejo. The project consists of the Driver's License removal, relocation and adjustment of existing improvements, excavation and grading, removal and relocation of existing utilities, Years of Experience construction of new storm drainage and storm water pre-treatment 22 years total and storage system, construction of curb, gutter and pedestrian 12 years with Kleinfelder walkways and ramps, bridge construction, roadway paving and new overhead signage and traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. County of Los Angeles, As -Needed Materials Testing Services for Federally/Non-Federally Funded Projects, Los Angeles County, CA. Field Materials Tester/Inspector. Mr. Magana is providing as -needed materials testing and inspection services for this contract with the County of Los Angeles that has included more than 20 task orders to date. Typical projects have included soils, base, AC, laboratory testing, PCC, masonry, welding and fireproofing testing and inspection services for street improvement projects, capital facility projects, repair of earthquake and non -earthquake facility damage, and facility alteration at sites located throughout Los Angeles County. PCiFFNFfLOFR MW210924.001P Michael Magana 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1NaA011W Ie1 City of Long Beach Airport, On -Call Materials Testing Services for Airport Terminal Area Improvements, Long Beach, CA. As part of Kleinfelder's on -call services contract with the City of Long Beach, Mr. Magana provided observation and testing and inspection services in order to assess compliance with the project plans and specifications during construction of this airport terminal. Caltrans District 8 (Contract 08A2768), On -Call Construction Materials Sampling and Testing Services, Riverside and San Bernardino Counties, CA. Field Materials Tester/Plant Inspector. Mr. Magana is providing materials and testing services for our on -call contract to improve the State transportation system. Tester at numerous project sites and material supplier batch plants. Services include construction materials observation; materials testing per CTMs and Caltrans Construction Manual; concrete and HMA batch plant inspection; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; and special materials analysis and evaluations. Caltrans SRL Contract 08A2958 (Prior Contract 08A2541), On -Call Materials Sampling and Testing Support Services for Projects Located in Caltrans Districts 7, 8, and 12, Various Counties in Southern CA. Materials Tester. Mr. Magana is currently performing laboratory testing services on HMA materials at the Caltrans SRL on numerous Caltrans projects located in Los Angeles, Riverside, San Bernardino, Ventura, and Orange Counties under the subject three-year on -call contract. He has performed Caltrans and AASHTO test procedures for soil, aggregates, asphalt, and concrete, utilizing the laboratory safety manual, standard plans and specifications. Mr. Magana is currently working on several Task Orders in the aggregate lab at the Caltrans SRL. Caltrans District 7 (Contract 07A4733), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Material Tester. Mr. Magana is currently providing as needed services at numerous project sites performing the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; and field nuclear gauge compaction testing. Our services are being performed at numerous project sites and we have been integral in problem solving when assistance is requested by the Resident Engineer and field offices from 1-5, 1-405, to I- 10, and 1-210. Additionally Kleinfelder has supported numerous prior District 7 contracts from 2016-2019, including 07A4077, 07A3126, 07A2485, and 07A2114. County of Riverside Transportation Department On -Call Highway Geotechnical Engineering and Materials Evaluation and Testing Services, Riverside County, CA. Field Materials Tester. Kleinfelder is currently providing on -call materials and geotechnical testing services under on -call contract for the County of Riverside Transportation Department on multiple roadway construction projects. Mr. Magana has provided sampling and testing of subgrade soils, cellular concrete, backfill, and PCC for various projects under this current on -call contract. A recent project Mr. Magana worked on was the Clinton Keith Road Extension (Phase 2) in Murrieta, CA, which comprised of the new construction of a four -lane roadway, median, two new bridge structures, and traffic signals. Services included batch plant inspection for AC and PCC, and field and laboratory testing of AC, PCC, Class 2 aggregate base, imported borrow and embankment soil, and structural backfill. Laboratory testing was performed in Kleinfelder's Caltrans- accredited laboratory. City of Long Beach Airport, QA Testing and Inspection Services for improvements to Runway 711- 25L, 8R-26L, R12-30, and the Phase II Terminal Improvements Project, Long Beach, CA. Materials Tester/Special Inspector. Runway construction activities included demolition and removal of the existing structural section, preparation and compaction of the subgrade soils, placement of a new structural section consisting of lime treated subgrade, placement of aggregate base, and AC pavement as well as improvement to lighting and placement of new stripping. Kleinfelder has provided QA testing and inspection services that include observation and testing during earthwork, lime treatment, base rock placement; observation and testing of AC, PCC, and CLSM; and in -place density testing and laboratory test results on construction materials utilized during construction activities. PCiFFNFfL£]FR MW210924.001P Michael Magana 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A License / Certification Juan Le Roy, ICC, NICET, AASHTO, ACI, CTMs ICC Special Inspector: Technician/Inspector - Prestressed/Post Mr. Le Roy has been in the construction industry performing tensioned construction materials testing, inspections, and project - Reinforced Concrete management oversight on projects as a supervisor for laboratory - Soils and field services for over 19 years. He has a wide range of - Spray -applied experience in testing soils, asphalt, concrete, steel, and masonry. Fireproofing In his current role as Operations Manager, he supervises and - Structural Masonry trains field materials testers and plant inspectors on Caltrans, - Structural Steel and AASHTO, ASTM, USACE, and DSA Standards. Mr. LeRoy has Bolting held over 40 Caltrans certifications before the integration of NICET Soils, Concrete, AASHTO into Caltrans, and has been performing Caltrans Asphalt, Level II materials testing and plant inspections since 2002 in Districts 7, 8, 11, and 12. He served in a field supervisor role from 2009 until AASHTO Methods: T166, 2018 when he took on an operations/project management role T209, T269, T275, T308 responsible for providing QA/QC management for projects ACI Concrete Strength and consisting of field inspection, laboratory report review, project field Field Testing Technician, supervision, and providing technical support to the project team. Level I CTM Certified: 105, 106, Relevant Project Experience 125, 201, 202, 206, 207, Orange County Public Works (OCPW), As -Needed Materials 216, 217, 226, 227, 229, Testing & Inspection and Geotechnical Engineering and 231, 301, 304, 308, 309, Services, Orange County, CA. Materials Tester. On -call contract 366, 370, 382, 504, 518, for materials testing and inspection and geotechnical engineering 521, 523 524, 533, 539, services for OCPW. Kleinfelder is providing materials testing and 540, 543, 556, 557 inspection services in support of OCPW's Quality Assurance (QA) program for construction of new or rehabilitation of existing Special Training roadways, flood control channels, parks, or other infrastructure Nuclear Gauge Operator projects. Kleinfelder complies with and all testing is performed in Training accordance with OCPW Standards and Procedures, Greenbook Loss Prevention System Specifications, Caltrans Standards, ASTM Standards, AASHTO Safety Training Standards, and APWA Standards. In addition, Kleinfelder's Defensive Driver Training/ material testers and laboratories are certified CCRL, AASHTO Driver's License resource accreditation, and ASTM D3666. A recent project is the Oso Parkway Bridge Replacement Project in Aliso Viejo. The OSHA 10-Hour project consists of the removal, relocation and adjustment of (Construction) existing improvements, excavation and grading, removal and Confined Space Entry relocation of existing utilities, construction of new storm drainage Years of Experience and storm water pre-treatment and storage system, construction of curb, gutter and pedestrian walkways and ramps, bridge 19 years total construction, roadway paving and new overhead signage and 4 years with Kleinfelder traffic control devices. Services include concrete batch plant inspections, PCC aggregate sampling and testing, onsite flexural beam fabrication, and laboratory testing. City of Long Beach, On -Call Materials Testing and Inspection Services, Long Beach, CA. Materials Tester. Performs soils, concrete, and AC inspection and testing per Caltrans standards and test methods for various street improvements. The work consists of pavement reconstruction and overlays, constructing PCC curbs, gutters, driveways, curb ramps, and sidewalks. PCiFFNFfLOFR MW210924.001P Juan Le Roy 11 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 /_1NaA011W Ie1 Caltrans District 8 (Contract 08A2768), On -Call Construction Materials Sampling and Testing Services, Riverside and San Bernardino Counties, CA. Field Materials Tester/Plant Inspector. Services include construction materials observation; materials testing per CTMs and Caltrans Construction Manual; concrete and HMA batch plant inspection; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; preparation of reports to Caltrans standards and requirements. Mr. Le Roy is currently aiding dispatch, maintaining scheduling and safety objectives, and training staff on codes of conduct as well as procedural changes. City of Ontario As -Needed Geotechnical Engineering and Materials Testing and Inspection Services, Ontario, CA. Assistant Project Manager/Operations Manager. Kleinfelder is currently performing as -needed geotechnical engineering and materials testing and inspection services as an extension to the City engineering department. Our services have included multiple task orders requesting materials testing and inspection services during the rehabilitation of multiple residential streets and main commuter routes. Mr. Le Roy aids Project Manager Rick Bell on numerous items on this contract to ensure project success. Mr. Le Roy is vital to the project and provides proper staffing for the various testing for soil compaction and backfilling, asphalt pavements, roadway slurry, concrete QA testing oversight, and batch plant inspection oversight. Mr. Le Roy helps train and mentor our staff, implements City requirements and guidelines to staff, provides quality control of reporting, assists with punch list items for non -conformities, report distribution, and aids in construction best practices to help find ways for project efficiencies. Caltrans SRL Contract 08A2958 (Prior Contract 08A2541), On -Call Materials Sampling and Testing Support Services for Projects Located in Caltrans Districts 7, 8, and 12, Various Counties in Southern CA. Materials Tester. Conducted laboratory testing services on HMA materials at SRL on numerous Caltrans projects located in Los Angeles, Riverside, San Bernardino, Ventura, and Orange Counties under the subject three-year on -call contracts. Mr. Le Roy is currently working on a Task Order that began in July 2018 at SRL for Contract 08A2958. Mr. Le Roy has also provided laboratory testing such as unit weights, Rice, SSD compaction, aggregate conformance testing, mix design batching, and stability testing. Caltrans District 7 (Contract 07A4733), On -Call Construction Materials and Testing Services, Los Angeles and Ventura Counties, CA. Field Materials Tester. This contract which includes as -needed construction field materials testing services to improve the State transportation system throughout Caltrans District 7 at numerous project sites. Services include the following: construction materials observation; materials testing per CTMs and Caltrans Construction Manual; field sampling of fresh concrete, HMA, soil, and aggregate; field nuclear gauge compaction testing; special materials analysis and evaluation; materials documentation and information; and preparation of reports to Caltrans Standards and requirements. Caltrans District 11, Contract 11A3016 (Prior Contracts 11A2364/11A2365), Construction Materials Sampling and Testing Services, Imperial Valley, CA. Assistant RE/Assistant Task Order Manager/Field Materials Tester. Since July 2015, Mr. Le Roy provided all of these testing services including assuming a role as Assistant RE/Assistant Consultant Task Order Manager for the 1-8 project at segments 3-5. As the acting Assistant RE for those segments, Mr. Le Roy had materials testing results oversight for QA, project filing, testing audits and findings summaries, compaction summary reporting, acting lab manager for a project mobile lab, and attended weekly project meetings and maintained project progress and punch list items for materials testing and inspection services. PCiFFNFfLOFR MW210924.001P Juan Le Roy 12 Kleinfelder Statement of Qualifications for On -Call Material Testing and Special Inspection Services for City of Santa Ana, RFP No. 20-111 APPENDIX A Vartan Deirdeirian, ACI, ICC, NICET License / Certification ACI Concrete Field Testing Technician/Inspector Technician, Level I Mr. Deirdeirian has 31 years of experience in various fields of ICC Special Inspector: construction. His experience includes mass grading and Reinforced Concrete, excavations; various foundations such as conventional, deep or Prestressed Concrete, specialized, as well as drilled piers, driven piles, underpinning, and Structural Masonry, Soils retrofitting; ground improvements include soil mixing and stone County of Los Angeles columns; and Caltrans bridge retrofitting inspections, new bridge Special Inspector construction, and highways. Concrete, Masonry, Mr. Deirdeirian has served as Lead Inspector for reinforced Prestressed Concrete, concrete, reinforced masonry, prestressed concrete, and is Welding knowledgeable with methane mitigation system inspection. He has NICET: Asphalt, Level II; been certified as a County of Los Angeles Special Inspector for 16 Soils, Level II; Concrete, years, working over various public works agency projects over the Level II past two decades. City of Los Angeles Deputy Relevant Protect Experience Inspector Concrete, Grading, Masonry, Drilled County of Los Angeles, Numerous As -Needed Materials Testing in Anchors and Special Inspection Contracts, Los Angeles County, CA. Since 2004, Mr. Deirdeirian has performed materials testing Special Training services for various projects, consisting of roadway improvements, Nuclear Gauge Operator airport rehabilitations, ADA upgrades, park beautifi cations, and Training modifications of miscellaneous County facilities and sites located Loss Prevention System throughout Los Angeles County. He has been certified as a County Safety Training of Los Angeles Special Inspector for 16 years. Defensive Driver Training/ oo Camp Vernon Kilpatrick Replacement Project, Malibu, 2016- Driver's License 2018. Mr. Deirdeirian provided as -needed special inspection and soils and concrete testing services. The new replacement Years of Experience juvenile probation camp consists of 65,000 square -feet of 2-story 31 years total administrative building, education center, cottages with 24 years with Kleinfelder dormitory housing, gym/multipurpose room, kitchen, and additional building facilities, site improvements, fencing, and parking. Los Angeles World Airports (LAWA) Specialty Staff and Materials Testing Services, Los Angeles, CA. Mr. Deirdeirian serves as Special Inspector/Technician. Kleinfelder is providing field and batch plant inspectors for the contract which supports the construction of capital improvement and maintenance projects at the Los Angeles International Airport (LAX) and Van Nuys Airport (VNY). Kleinfelder's inspection projects have included Landside Access Modernization Program, LAX Terminals 2 & 3 Modernization Project, and the Midfield Satellite Concourse as well as smaller projects such as Runway Safety Area (RSA) improvements and rehabilitation to meet federal government requirements, and construction of ramps, service roads, and new utility infrastructure. Recently, from August -December 2019, Mr. Deirdeirian worked as a Deputy Inspector in support of LAWA's Capital Improvement Plan (CIP) and non-CIP construction projects. Cedars -Sinai Medical Center (CSMC), Numerous Projects, Los Angeles, CA. Construction Value: $450M to date, Various Facilities; Project Duration: 2012 - Ongoing. Since 2012, Mr. Deirdeirian has served as a Special Inspector on 50+ projects at the CSMC campus on new construction and facility renovation projects. Many of the projects fall in the jurisdiction of the OSHPD. PCiFFNFfLOFR MW210924.001P Vartan Deirdeirian] 1 m z IAO TL-0t t3: CALTRANS ACCREDITATION 1ABORATORY INSPECTION REPORT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CALTRANS ACCREDITATION LABORATORY INSPECTION REPORT IA No.: T4 � - Phone:9tB-240.382t RSP #: 94 Flla: Material Category 800 Laboratory: Klainfaltler, Inc._Ontario Address- 620 South Magnolia Building G Ontario ' CA, 9t T62 Lab OC Mgr.: Mike Oorech E-mall: mdoraoM1(�Klelnfeltler.Cgm Telephone: 909-66T-1 Tt B Faz #.: 909-988-0186 AASHTO T11 AASHTO T96 AASHTO T276 ASTM 04T9t CT 126 BIT CT 202 CT 208 CT 226 CT 236 CT 366 CT 604 CT 63t CT 666 AASHTO T27 AASHTO Tt66 AASHTO T263 GT t OS CT t26 GEN GT 204 CT 209 CT 22T CT 301 GT 3T0 CT 6t8 CT 633 CT 66 T A certified Independent Assurance (IA) visited this laboratory on 20t9-t2-20 Only the equipment to be used on CaHrens Construction p jests and/or local construction projects on th¢ National Highway System was checked for qualification. At the time of Caltmna Accreditation, this laboratory had all necessary equipment to perform the test methods Intllcatetl below. Testing personnel shall ba Cal[rans Qualified and possess a curtent Caltrans Certification Forth TL-0t t t or AASHTO Proflclenoy Forth TL-0116 prior to parfortning any sampling of testing. AASHTO R4T AASHTO Tt T6 AASHTO T304 CT t OB GT t26 HMA CT 206 CT 2tt CT 229 CT 304 CT 3T CT 62t CT 639 AASHTO T84 AASHTO T255 AASHTO T308 GT t25 ADMIX CT t2S PCC CT 206 CT 21 B CT 23t CT 308 CT 3T6 CT 623 CT 540 AASHTO T88 AASHTO T269 AASHTO T336 CT t 26 AGG CT 20t GT 20T CT 2t T CT 234 CT 309 CT 382 CT 624 CT 862 A Nsual chacK was performed and documents provided as necessary for the following items: J Facility Safety Manual I Copies of current applicable test procedures ./ Laboratory Procadurea Manual �/ Calibration ands ca documentation Laboratory QualHy Control Manual ! Calibre8on sticKers affletl to test equipment Proper test equipment (dated within the t2 months) On 20t9-t2-20 ,this laboratory was Caltrens Qualified by: Robby Rodriguez IA#T4 (Printed name of IA person) (Signature of IA parson) Please vertfy lab accr¢ditation by visiting SIAO webaite: h[[ps://sia.dotca.gov CEF TIFIC:ATE OF A c c l E D I TAT I O Kleinfelder, Inc. in Ontario, California, USA S H E A C C R E D I T E D has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established by the AASHTO Committee on Materials and Pavements. AMERICAN A550CIATION nF STATE H10 HWAY ANO TRANSPORTATION OFFICIALS S 0 The scope of accreditation can be viewed on the Directory of AASHTO Accredited Laboratories (aashtoresource.org). J� Tymon, AASHTO Executive Director Moe Jamshidi, AASHTO COMP Chair This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory SCOPE OF AAS HTO ACCREDITATION Kleinfelder, Inc. AASH O in Ontario, California, USA A C C R E D I T E D Quality Management System Standard: FO R: Accredited Since: R18 Establishing and Implementing a Quality System for Construction Materials Testing Laboratories C1077 (Aggregate) Laboratories Testing Concrete and Concrete Aggregates C1077 (Concrete) Laboratories Testing Concrete and Concrete Aggregates C1093 (Masonry) Accreditation of Testing Agencies for Unit Masonry D3666 (Aggregate) Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials D3666 (Asphalt Mixture) Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials D3740 (Soil) Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction E329 (Aggregate) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction E329 (Asphalt Mixture) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction E329 (Concrete) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction E329 (Masonry) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction E329 (Soil) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction E329 (Sprayed Fire -Resistive Material) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction Page 1 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 09/15/1999 01/10/2011 01/10/2011 05/23/2011 01/10/2011 01/10/2011 01/10/2011 01/10/2011 01/10/2011 01/10/2011 08/09/2018 01/10/2011 06/09/2015 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH110 in Ontario, California, USA A D D RED IT E D Asphalt Mixture Standard: Accredited Since: R47 Reducing Samples of Hot -Mix Asphalt to Testing Si z 10/07/2019 R68 Preparation of Asphalt Mixtures by Means of the Marshall Apparatus 10/07/2019 rT30 IF Mechanical Analysis of Extracted Aggregate 10/07/2019 T166 Bulk Specific Gravity of Compacted Hot Mix Asphalt Using Saturated Surface -Dry Specimens 10/07/2019 T209 Maximum Specific Gravity of Hot Mix Asphalt Paving Mixtures T245 Resistance to Plastic Flow of Asphalt Mixtures Using Marshall Apparatus T269 Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures T275 Bulk Specific Gravity of Compacted Bituminous Mixtures Using Paraffin -Coated Specimens T283 Resistance of Compacted Mixtures to Moisture Induced Damage T308 Determining the Asphalt Content of Hot Mix Asphalt (HMA) by the Ignition Method D97# Sampling Bituminous Paving Mixtures D1188 Bulk Specific Gravity of Compacted Bituminous Mixtures Using Paraffin -Coated Specimens U560 (Stability) Resistance to Deformation of Bituminous Mixtures by Means of Hveem Apparatus D1561 Preparation of Test Specimens of Bituminous Mixtures by Means of California Kneading Compactor NEW Maximum Specific Gravity of Hot Mix Asphalt Paving Mixtures D2172 Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) D2726 Bulk Specific Gravity of Compacted Hot Mix Asphalt Using Saturated Surface -Dry Specimens D2950 Density of Bituminous Concrete In Place by Nuclear Methods D3203 Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures D4867 Resistance of Compacted Mixtures to Moisture Induced Damage D5444 Mechanical Analysis of Extracted Aggregate D6307 Determining the Asphalt Content of Hot Mix Asphalt (HMA) by the Ignition Method D6926 Weparation of Asphalt Mixtures by Means of the Marshall Apparatus Page 2 of 11 10/26/2017 10/07/2019 10/26/2017 10/29/2012 10/26/2017 10/07/2019 10/07/2019 06/09/2015 10/29/2012 09/15/1999 09/15/1999 09/15/1999 09/15/1999 10/07/2019 09/15/1999 09/15/1999 9/15/1999 09/15/1999 =06/06/2017 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH O in Ontario, California, USA A C C R E D I T E D Asphalt Mixture (Continued) Standard: Accredited Since: D6927 Resistance to Plastic Flow of Asphalt Mixtures Using Marshall Apparatus Page 3 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 06/06/2017 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH O in Ontario, California, USA A C C R E D I T E D Soil Standard: Accredited Since: T99 The Moisture -Density Relations of Soils Using a 5.5 lb [2.5 kg] Rammer and a 12 in. [305 mm] Drop T134 Moisture -Density Relations of Soil -Cement Mixtures T180 Moisture -Density Relations of Soils Using a 10 lb [4.54 kg] Rammer and an 18 in. [457 mm] Drop T265 Laboratory Determination of Moisture Content of Soils D421 Dry Preparation of Disturbed Soil and Soil Aggregate Samples for Test D422 Particle Size Analysis of Soils by Hydrometer D558 Moisture -Density Relations of Soil -Cement Mixtures D698 The Moisture -Density Relations of Soils Using a 5.5 lb [2.5 kg] Rammer and a 12 in. [305 mm] Drop D1140 Amount of Material in Soils Finer than the No. 200 (75-pm) Sieve D1556 Density of Soil In -Place by the Sand Cone Method D1557 Moisture -Density Relations of Soils Using a 10 lb [4.54 kg] Rammer and an 18 in. [457 mm] Drop D2166 Unconfined Compressive Strength of Cohesive Soil D2216 Laboratory Determination of Moisture Content of Soils D2434 Permeability of Granular Soils (Constant Head) D2435 One -Dimensional Consolidation Properties of Soils Using Incremental Loading D2487 Classification of Soils for Engineering Purposes (Unified Soil Classification System) D2488 Description and Identification of Soils (Visual -Manual Procedure) D2844 Resistance R-Value and Expansion Pressure of Compacted Soils D2974 Determination of Organic Content in Soils by Loss on Ignition D3080 Direct Shear Test of Soils Under Consolidated Drained Conditions D4318 Determining the Liquid Limit of Soils (Atterberg Limits) D4318 Plastic Limit of Soils (Atterberg Limits) D4718 Oversize Particle Correction Page 4 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 10/07/2019 10/07/2019 10/07/2019 10/07/2019 07/01 /2000 07/01 /2000 06/06/2017 07/01 /2000 07/01 /2000 07/01 /2000 07/01 /2000 07/01 /2000 07/01 /2000 10/29/2012 07/01 /2000 07/01 /2000 07/01 /2000 07/01 /2000 10/07/2019 07/01 /2000 07/01 /2000 07/01 /2000 10/07/2019 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH110 in Ontario, California, USA A D D RED IT E D Soil (Continued) Standard: Accredited Since: D4829 Expansion Index of Soils 07/01/2000 D6913 Particle -Size Distribution (Gradation) of Soils Using Sieve Analysis 10/07/2019 D6938 In -Place Density and Moisture Content of Soil and Soil -Aggregate by Nuclear Methods (Shallow Depth) Page 5 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 07/01 /2000 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH O in Ontario, California, USA A C C R E D I T E D Aggregate Standard: Accredited Since: R76 Reducing Samples of Aggregate to Testing Size R90 Sampling Aggregate T11 Materials Finer Than 75-pm (No. 200) Sieve in Mineral Aggregates by Washing T19 Bulk Density ("Unit Weight") and Voids in Aggregate T27 Sieve Analysis of Fine and Coarse Aggregates T84 Specific Gravity (Relative Density) and Absorption of Fine Aggregate T85 Specific Gravity and Absorption of Coarse Aggregate T96 Resistance to Abrasion of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine T104 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate T112 Clay Lumps and Friable Particles in Aggregate T176 Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test T255 Total Moisture Content of Aggregate by Drying T304 Uncompacted Void Content of Fine Aggregate (Influenced by Shape, Texture, and Grading) T335 Determining the Percentage of Fractured Particles in Coarse Aggregate C29 Bulk Density ("Unit Weight") and Voids in Aggregate C88 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate C117 Materials Finer Than 75-pm (No. 200) Sieve in Mineral Aggregates by Washing C127 Specific Gravity and Absorption of Coarse Aggregate C128 Specific Gravity (Relative Density) and Absorption of Fine Aggregate C131 Resistance to Abrasion of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine C136 Sieve Analysis of Fine and Coarse Aggregates C142 Clay Lumps and Friable Particles in Aggregate C535 Resistance to Degradation of Large -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine Page 6 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 06/06/2017 06/06/2017 06/06/2017 06/06/2017 06/06/2017 06/06/2017 06/06/2017 06/06/2017 10/07/2019 10/07/2019 06/06/2017 06/06/2017 06/06/2017 06/06/2017 05/23/2011 05/23/2011 07/01 /2000 07/01 /2000 07/01 /2000 05/23/2011 07/01 /2000 06/09/2015 05/23/2011 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH O in Ontario, California, USA A C C R E D I T E D Aggregate (Continued) Standard: Accredited Since: C566 Total Moisture Content of Aggregate by Drying C702 Reducing Samples of Aggregate to Testing Size C1252 Uncompacted Void Content of Fine Aggregate (Influenced by Shape, Texture, and Grading) D75 Sampling Aggregate D2419 Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test D3744 Aggregate Durability Index D4791 Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate D5821 Determining the Percentage of Fractured Particles in Coarse Aggregate Page 7 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 07/01/2000 07/01/2000 07/01/2000 06/09/2015 07/01/2000 07/01/2000 07/01/2000 07/01/2000 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH110 in Ontario, California, USA A D D RED IT E D Sprayed Fire -Resistive Material Standard: Accredited Since: E605 Thickness and Density of Sprayed Fire -Resistive Material(SFRM) Applied to Structural Members E736 Cohesion/Adhesion of Sprayed Fire -Resistive MaterialsApplied to Structural Members Page 8 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 06/09/2015 06/09/2015 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH O in Ontario, California, USA A C C R E D I T E D Iron and Steel Standard: Accredited Since: A615-A370 Carbon -Steel Bars, Deformed and Plain: Tension (Elongation) A615-A370 Carbon -Steel Bars, Deformed and Plain: Tension (Ultimate Tensile Strength) A615-A370 Carbon -Steel Bars, Deformed and Plain: Tension (Yield Strength) A615-E290 Carbon -Steel Bars, Deformed and Plain: Bend Test A706-A370 Low Alloy Steel Bars, Deformed and Plain: Tension (Elongation) A706-A370 Low Alloy Steel Bars, Deformed and Plain: Tension (Ultimate Tensile Strength) A706-A370 Low Alloy Steel Bars, Deformed and Plain: Tension (Yield Strength) A706-E290 Low Alloy Steel Bars, Deformed and Plain: Bend Test Page 9 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 06/09/2015 06/09/2015 06/09/2015 05/23/2011 06/09/2015 06/09/2015 06/09/2015 06/09/2015 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH110 in Ontario, California, USA A D D RED IT E D Concrete Standard: Accredited Since: Making and Curing Concrete Test Specimens in the Field 09/01/2001 C39 Compressive Strength of Cylindrical Concrete Specimens 09/01/2001 taining and Testing Drilled Cores and Sawed Beams of Concrete Ir 05/23/207A C78 Flexural Strength of Concrete (Using Simple Beam with Third -Point Loading) 09/01/2001 C1� Density (Unit Weight), Yield, and Air Content of Concret 9/01/2001 C143 C157 C172 C173 C192 Slump of Hydraulic Cement Concrete Length Change of Hardened Hydraulic -Cement, Mortar, and Concrete Sampling Freshly Mixed Concrete Air Content of Freshly Mixed Concrete by the Volumetric Method Making and Curing Concrete Test Specimens in the Laboratory 09/01/2001 05/23/2011 09/01/2001 09/01/2001 09/01/2001 C231 Air Content of Freshly Mixed Concrete by the Pressure Method L 09/01/2001 C511 Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the testing of Hydraulic Cements and Concretes 03/21/2014 11617 (8000 psi and below) Capping Cylindrical Concrete Specimens 08/06/2018 C1064 Temperature of Freshly Mixed Portland Cement Concrete 09/01/2001 1231 (7000 psi and below) Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders 03/21/2014 C1542 Measuring Length of Concrete Cores Page 10 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 03/22/2016 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH110 in Ontario, California, USA A D D RED IT E D Masonry Standard: Accredited Since: `C140 (Concrete Masonry Units) Sampling and Testing Concrete Masonry Units and Related Units 05/23/2011 C511 Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the testing of Hydraulic Cements and Concretes 03/21/2014 IC780 (Annex 6) Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry - Compressive Strength C1019 Sampling and Testing Grout _ impressive Strength of Masonry Prisms C1552 Capping Concrete Masonry Units, Related Units and Masonry Prisms for Compression Testing Page 11 of 11 This certificate was generated on 03/19/2020 at 3:48 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 05/23/2011 05/23/2011 05/23/2011 05/23/2011 Department Of Bt,, Material Control 221 N. Figueroa , 7th . Los Angeles, CA 9001 1* Tel. (213) 482-0315 ~ 4'r elvailaadbs materialscontrolalacitv.orc www.LADBS.org TESTING AGENCY CERTIFICATE OF APPROVAL Kleinfelder West, Inc. Jeff Diaz 620 South Magnolia Avenue, 'G' Ontario, CA 91762 Approval No: TA23149 Branch No: N/A Expiration Date: 5/1/2021 Shop Location 620 South Magnolia Avenue, 'G' Ontario, CA 91762 Approval Type: CONCRETE / MASONRY / STEEL / AGGREGATES / SOILS /'NDT' / FIREPROOFING / METHANE TESTING / REBAR You are herby notified that your certificate of approval is valid until the expiration date shown above under the provisions of the City Of Los Angeles Municipal Code, section 98.0503 and Information Bulletin P/GI 2014-28 (Part II). r 1 u 1i IPOI a iaNcuvI Materials Control Section (213) 482-7097 Renewal is in process Division of the State Architect February 14, 2017 Jeremy Larsen Kleinfelder West, Inc. 620 South Magnolia Avenue, Building G Ontario, CA 91762 1102 Q Street, Suite 5100 i 916.445.8100 Sacramento, CA 95811 i 916.445,3521 www.dsa.dgs.ca.gov NOTICE OF RENEWAL OF ACCEPTANCE - LEA 082 Dear Mr. Larsen: This letter is to inform you of the renewal of acceptance by the Division of the State Architect (DSA) of the facility referenced above into the Laboratory Evaluation and Acceptance (LEA) program. The referenced facility may provide the construction material testing and inspection services indicated on the attached list for projects under the jurisdiction of the DSA, which includes public schools (grades K-12 and community colleges) and State-owned or leased essential service buildings. LEA information for your facility will be posted or the DSA website (www.app.dgs.ca.gov/tracker/apptovedLabs.aspx). Please take time to review this correspondence with members of your staff that might be unfamiliar with our requirements. This acceptance is valid until July 1, 2020 and is contingent on continued compliance with the following LEA program requirements. 1. Eric Noel (RCE# 53513) is the approved full-time engineering manager responsible for the testing and inspection services listed on the enclosed. You must notify the DSA prior to any change in engineering managerial responsibility. 2a.The facility shall continue to receive biennial assessments by AASHTO Materials Reference Laboratory (AMRL) and the Cement and Concrete Reference Laboratory (CCRL) as applicable to the services offered at the facility. Future reports and evidence of corrective action shall be submitted to the DSA. 2b.The facility shall maintain current participation in AMRL and CCRL proficiency sample programs (PSP). Future PSP reports and explanations of any low ratings shall be submitted to the DSA. 3. If the subject laboratory has granted DSA "Specifier" privileges with AMRL, written reports do not need to be sent to the DSA. 4. The facility shall maintain all test equipment and records in accordance with applicable, current American Society for Testing and Materials (ASTM) standards. 1102 Q Street, Suite 5200 1515 Clay Street. Suite 1201 700 N. Alameda St., Suite 5-500 10920 Via Frontera, Suite 300 Sacramento, CA 95811 Oakland, CA 94612 Los Angeles, CA 90012 San Diego, CA 92127 916.445.8730 510.622.3101 213.897.3995 858.674.5400 Jeremy Larsen -2- February 14, 2017 Kleinfelder West, Inc. 5. The facility shall provide laboratory and field testing personnel who are adequately trained, supervised and currently certified as required by the latest ASTM or other recognized standards. 6. Masonry inspectors assigned to projects under DSA jurisdiction shall have passed DSA's masonry inspector examination and be specifically approved for each project by the DSA field engineer. 7. Welding inspectors assigned to projects under DSA jurisdiction shall hold current American Welding Society (AWS) Certified Welding Inspector (CWI) or Senior CWI certification and be specifically approved for each project by the DSA field engineer. 8. The facility's Nondestructive Testing (NDT) program shall be supervised by an individual currently certified by the American Society for Nondestructive Testing (ASNT) as NDT Level III in applicable methods. Such certification shall have been obtained through ASNT by testing, not by employer or self -certification. 9. The facility's NDT written practice and procedures shall conform to the requirements of ANSI/ASNT CP-189, 2006, and be approved by the supervising Level III. All NDT technicians assigned to projects under DSA jurisdiction shall hold current Level II or greater certification, in accordance with the requirements of CP-189. 10. The laboratory facility shall provide test, inspection and verified reports in accordance with the requirements of the 2016 California Building Standards Administrative Code (CBC) Title 24, Part 1. Report format shall comply with LEA Program requirements and applicable ASTM standards. 11. The physical location of the facility, including but not limited to laboratory equipment and personnel, shall not change without prior notification to the DSA. Please be aware that failure to comply with any of the requirements of the LEA Program may result in this acceptance being revoked. A facility with a revoked acceptance may be reinstated when it demonstrates all deficiencies cited by the DSA have been corrected. Fees may be charged. If you wish to continue DSA acceptance beyond your current expiration date, you must submit a renewal application package at least 30 days prior to that date. The application (form DSA 100-PRE) and detailed instructions outlining submittal requirements can be downloaded from the DSA website. When we have received all required information, we will schedule an on -site evaluation of your facility. Thank you for participating in the Division of the State Architect's LEA program. Should you have any questions regarding the LEA program requirements please feel free to contact me at (916) 445-2193 or e-mail me at eric.france@dgs.ca.gov. Sincerely, Eric H. France Division of the State Architect Laboratory Evaluation and Acceptance Program Enclosure: Kleinfelder West, Inc. LEA 082 TESTING SERVICES ACCEPTED INSPECTION SERVICES ACCEPTED Earthwork/Lab Earthwork/Field Earthwork ® Soil ® Soil Compaction ® Fill Placement Z Aggregate ® Foundation ® Asphalt Concrete ® Caissons/Plies Reinforcing Steel Reinforcing Steel ® Re -Bar Tension and Bend ® Welding ❑ Multi -Wire Strand ❑ Chemical Analysis Concrete ® Batch Plant Concrete ® Re -Bar and Concrete Sampling ® Makin / Curing Specimens ® Pre -Stressed Concrete ® Drilled Cores / Beams ❑ Shotcrete ® Compressive Strength ❑ Fiber Reinforced Concrete ® Length Change ❑ Epoxy injection ® Flexural Strength ❑ Reinforced Gypsum ® Lightweight Concrete ® Post Installed Anchors ® Mix Design Review ❑ Splitting Tensile Masonry Post Installed Anchors ® Batch Plant Torque ® Proof Load ® Masonry Placement ® Post Installed Anchors Masonry ® Makin / Curing Specimens Structural Metals ® Grout Compressive Strength ® Welding ® Prism Compressive Strength ® High Strength Bolting ® Unit Cow. Strength ® Absorption ®Spray -Applied Fireproofing ® Dimensions ® Masonry Shear ® Drying Shrinkage Other Inspection Services: Metals/Lab Metals/ Field-N.D.T Structural Steel ❑ Liquid Penetrant ® Tension ® Magnetic Particle ® Bend ® Ultrasonic ® Density of SFRM High Strength Bolt ❑ Radiographic ❑ Tension Other Tests: ❑ Hardness ❑ Charpy V - Notch Roofing ❑ Tiles ❑Built-U Approved by: ate: February 14, 2017 Division of the State Architect LEA Acceptance for Kleinfelder West, Inc., LEA# 082 is effective until July 1, 2020. 1102 0 Street, Suite 5100 - Sacramento, California 95811 - (916) 445-8100 Renewal is in process 0_1 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION APPLICATION FOR OSHPD PREAPPROVED AGENCY (OPAA) FOR STRUCTURAL TESTS AND SPECIAL INSPECTIONS For Office Use Only OPAA-0010-16 Approved Agency City County State ZIP Code Kleinfelder Inc. Ontario San Bernardino CA 91762 APPLICATION TYPE / FEE Application Type New Application Fee (Fees are Nonrefundable) Renewal Fee (Fees are Nonrefundable) 0 Combined Testing AND Special Inspection Agency ❑ $1,000.00 ❑X $500.00 ❑ Testing Agency ONLY ❑ $500.00 ❑ $250.00 ❑ Special Inspection Agency ONLY ❑ $500.00 ❑ $250.00 APPLICANT INFORMATION Applicant Name Jeffrey Diaz Position in the Organization Ontario Laboratory Supervisor Agency's Local Name Kleinfelder West, Inc Application Date 3/9/2017 Phone Number (909) 657-1716 E-Mail jmdiaz@kleifnelder.com Applicant certifies that all information provided in this application are accurate.i__ Applicant Signature Address of Facility Location (Each facility location requires separate application.) Street 620 South Magnolia Avenue, Building 'G' City: Ontario County San Bernardino State: CA Zip Code: 91762 Facility Mailing Address (If different from facility address above.) Street City: State: Zip Code: KEY AGENCY PERSONNEL (Attach additional pages if needed.) Engineering Manager (or equivalent) —Name Eric Noel CA Registration Number C 53513 Expiration Date 6-30-2017 Title in the Organization Project Manager III Phone Number (951) 801-3723 FAX Number E-Mail ENoel@kleinfelder.com Alternate to Engineering Manager (if any) — Name CA Registration Number Expiration Date Title in the Organization Phone Number Alternate Phone Number E-mail "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSH FD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 1 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION KEY TESTING PERSONNEL (Attach additional pages if needed.) Testing Supervisor — Name CA Registration Number (if any) Expiration Date Jeremy Larsen Title in the Organization Phone Number Vice Pres Const. Materials Eng. & Test Div Manager (909) 657-1716 Alternate Phone Number E-Mail JLarsen@Kleinfelder.com Field Testing Supervisor -- Name CA Registration Number (if any) Expiration Date Jeremy Larsen Title in the Organization Phone Number Vice Pres Const. Materials Eng. & Test Div Manager (909) 657-1716 Alternate Phone Number E-mail JLarsen@kleinfelder.com KEY SPECIAL INSPECTIONS PERSONNEL (Attach additional pages if needed.) Special Inspections Supervisor — Name CA Registration Number (if any) Expiration Date Jeremy Larsen Title in the Organization Phone Number Vice Pres Const. Materials Eng. & Test Div Manager (909) 657-1716 Alternate Phone Number E-Mail JLarsen@kleinfleder.com Field Special Inspection Supervisor — Name CA Registration Number (if any) Expiration Date Jeremy Larsen Title in the Organization Phone Number Vice Pres Const. Materials Eng. & Test Div Manager (909) 6578-1716 Alternate Phone Number E-mail JLarsen@Kleinfelder.com "Access to Safe. Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 2 of 19 0 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION ACCREDITATION AND QUALIFICATIONS Agency currently holds accreditation by: (Attach a copy of current accreditation details.) 0 AASHTO Accreditation Program (AAP) ❑ National Voluntary Laboratory Accreditation Program (NVLAP) ❑ International Accreditation Service (IAS) ❑ American Association of Laboratories Program (A21-A) ❑ Laboratory Accreditation Program (LAB) ❑ Construction Materials Engineering Council (CMEC) ❑ ANSI-ASQ National Accreditation Board ❑ Other Latest Expiration Date (if any) Is this Agency accepted in the Division of the State Architect Laboratory Evaluation and Acceptance Program, DSA-LEA? ❑ No X❑ Yes Expiration Date: July 1, 2020 Basis for accreditation (Check all that apply): ❑ ISO/IEC 17025: General requirements for competence of testing and calibration laboratories ❑ ISO/IEC 17020: General requirements for the operation of various types of bodies performing inspection ❑ NISTIR 7012: Technical requirements for construction materials testing 0 AASHTO R18: Standard Recommended Practice for Establishing and Implementing a Quality System for Construction Materials Testing Laboratories • ASTM E 329: Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction • ASTM C 1077: Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation • ASTM D 3666: Specification for Minimum Requirements for Agencies Testing and Inspecting Bituminous Paving Materials • ASTM D 3740: Practice for Evaluation of Agencies Engaged in Testing and/or Inspections of Soils and Rock as Used Engineering Design and Construction 0 ASTM C 1093: Practice for Accreditation of Testing Agencies for Unit Masonry ❑ ASTM E 1212: Practice for Quality Management Systems for Nondestructive Testing (NDT) Agencies ❑ ASTM E 543: Specification for Agencies Performing Nondestructive Testing (NDT) ❑ IAS AC 291: Accreditation Criteria for Special Inspection Agency Basis for Test Technician/Special Inspector Qualification (Check all that apply): ❑ Hospital inspector class "A", "B", or "C" certification N DSA-LEA approval as test Technician/special inspector ❑ Certification listed in IAS AC 291 Table 1: Minimum Qualifications for Special Inspectors 0 Welding inspectors satisfying the requirements of the CBC 2016 Section 1705A.2.5 0 California licensed engineer qualified to be test technician/special inspector "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSH PD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 3 of 19 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION APPLICABLE TEST STANDARDS FOR WHICH AGENCY IS APPROVED By checking `yes" in Tables 1 through 6 below, the applicant verifies that the agency has the equipment and qualified personnel to perform the indicated testing. ONLY mark tests that are listed in accreditation certificate or DSA-LEA. 1 SOILS AND FOUNDATIONS Tests Yes Standard Test Procedure Dry Prep of Soil Yes 0 Standard Test Procedure © a. ASTM D 421 b. ASTM D 422 Particle Size Analysts ❑ c. ASTM D 558 Moisture Density of Soil Cement Mixtures 0 d. ASTM D 698 Compaction of Soil -Standard ❑ e. ASTM D 854 Specific Gravity of Soil ❑X f. ASTM D 1140 No. 200 Wash ❑ g. ASTM D 1143 Deep Foundations — Axial Compression ❑X h. ASTM D 1556 Density of Soils — Sand Cone 0 L ASTM D 1557 Soil Compaction — Modified ❑ j. ASTM D 1883 CBR Lab. Compacted Soils 0 k. ASTM D 2166 Unconfined Compressive Strength/Moisture content 0 I. ASTM D 2216 Water Content of Soil 0 m. ASTM D 2419 Sand Equivalent Value ❑X n. ASTM D 2434 Permeability of Granular Soils 0 o. ASTM D 2435 Consolidation Test ❑X p. ASTM D 2487 Classification of Soils 0 q. ASTM D 2488 Identification of Soil (Visual) ❑X r. ASTM D 2844 Resistance R-Value & Exp. Pressure ❑ s. ASTM D 2850 Unconsolidated, Undrained Triaxial ❑ t. ASTM D 2974 Organic Content 0 u. ASTM D 3080 Direct Shear ❑ v. ASTM D 3441 Cone Penetration Test (CPT) ❑ w. ASTM D 3689 Deep Foundations — Axial Tension 0 x. ASTM D 3744 Durability Index ❑ y. ASTM D 3966 Deep Foundations —Lateral Loads 0 z. ASTM D 4318 Liquid I Plastic Limit ❑ aa. ASTM D 4546 Swell or Collapse Test ❑ bb. ASTM D 4643 Microwave Moisture of Soils ❑ cc. ASTM D 4718 Oversize Rock Correction ❑ dd. ASTM D 4767 Triaxial Compression ❑X ee. ASTM D 4829 Expansion Index ❑ ff. ASTM D 4945 Deep Foundations — Dynamic Testing ❑ gg. ASTM D 5084 Permeability of Soils ❑ hh. ASTM D 5778 Friction Cone and Piezocone Penetration Test ❑ ii. ASTM D 6913 Gradation of Soil Using Sieve Analysis 0 jj. ASTM D 6938 Density of Soils — Nuclear Gage ❑ kk. ASTM D 7012 Triaxial Compressive Strength of Rock Core Specimens ❑ II. ❑ mm. ❑ nn. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. Yes Standard Test Procedure Yes Standard Test Procedure ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe, Quality Healthcare Environments that Meet California's Diverse and Dvnamic Needs" STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OSHPD 4 I OPAA-0010-16 Page 4 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 2 CONCRETE Tests Yes Standard Test Procedure Yes Standard Test Procedure Post -Installed Mechanical Anchors ❑ a. AASHTO M 201 Moisture Rooms ❑ b. ACI 355.2 ❑ C. ACI 355.4 Adhesive Anchors ❑ d. ACI 374.1 Moment Frames ❑ e. ACI ITG-5.1 Post -Tensioned Precast Special Walls ❑ f. ASTM A 416 Steel Strand ITension and Bend X❑ g. ASTM A 615 Tension Test 0 h. ASTM A 706 ❑ L ASTM A 970 lHeaded Steel Bars - Bend ❑ j. ASTM A 1034 IRebar Mechanical Splices X❑ k. ASTM C 29 Unit Weight I Voids 0 I. ASTM C 31 Concrete Sampling - Field rX_1 M. ASTM C 39 Compressive Strength ❑ n. ASTM C 40 Organic Impurities 0 o. ASTM C 42 Concrete Core 0 P. ASTM C 78 Flexural Strength 0 q. ASTM C 88 Sodium Sulfate Soundness 0 r. ASTM C 117 No. 200 Wash 0 S. ASTM C 127 Specific Gravity - Coarse 0 t. ASTM C 128 Specific Gravity - Fine 0 U. ASTM C 131 Degradation of Aggregate 0 V. ASTM C 136 Sieve Analysis Course I Fine 0 W. ASTM C 138 Density I Yield I Air Content 0 X. ASTM C 142 Clay I Friable Particles X❑ Y. ASTM C 143 Slump 0 Z. ASTM C 157 Length Change 0 aa. ASTM C 172 Sampling Freshly Mixed Concrete 0 bb. ASTM C 173 Air Content (V) ❑ cc. ASTM C 174 Measuring Thickness Using Drilled Concrete Cores 0 dd. ASTM C 192 Making I Curing Specimens - Lab X❑ ee. ASTM C 231 Air Content (P) ❑ ff. ASTM C 295 Petrographic Analysis ❑ gg. ASTM C 495 Lightweight Concrete ❑ hh. ASTM C 496 Splitting Tensile 0 ii. ASTM C 511 Moist Cure Rooms/Tanks 0 jj. ASTM C 535 LA Abrasion 0 kk. ASTM C 566 Moisture Content of Aggregate ❑ II. ASTM C 567 Density of Lightweight Aggregate 0 mm. ASTM C 617 Capping Concrete Specimens 0 nn. ASTM C 702 (Reducing Aggregate Samples 0 00. ASTM C 1064 Temperature ❑ pp. ASTM C 1140 Shotcrete Compression 0 qq. ASTM C 1231 Unbonded Caps 0 rr. ASTM C 1252 Uncompacted Void Content ❑ ss. ASTM C 1260 Alkali Reactivity of Aggregate ❑ tt. ASTM C 1293 Length Change due to Alkali -Silica Reaction X❑ uu. ASTM C 1542 Measuring Length of Cores ❑ vv. ASTM C 1602 Water ❑ ww. ASTM C 1604 Shotcrete Core 0 xx. ASTM D 75 Sampling Aggregate 0 yy. ASTM D 1560 Stabilometer Value 0 zz. ASTM D 1561 Prep for HMA Test Specimens 0 aaa. ASTM D 2041 Maximum Theo. Specific Gravity 0 bbb. ASTM D 2419 Sand Equivalent Value X] ccc. ASTM D 2726 Specific Gravity of Marshall Sample ❑ ddd. ASTM D 2950 In -Situ Density with Nuc. Gauge ❑ eee. ASTM D 3039 Tensile Strength of FRP 0 fff. ASTM D 3203 Percent Air Voids X❑ ggg. ASTM D 3744 Aggregate Durability Index ❑ hhh. ASTM D 4541 Pull of Strength of FRP 0 iii. ASTM D 4791 Flat Elongated Pieces in Aggregate 0 jjj. ASTM D 5444 Sieve Analysis of Extracted Aggregate X❑ kkk. ASTM D 5821 Percent Crushed Particles 0 III. ASTM D 6307 Asphalt Content by Ignition ❑ mmm. ASTM D 6926 Prep for Marshal test Specimen ❑ nnn. ASTM D 6927 Marshall Stability & Flow, Air Voids "Access to Safe, Quality Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 5 of 19 o"00, �OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 2 CONCRETE (Continued) Tests Yes Standard Test Procedure Yes Standard Test Procedure ❑ 000. ASTM E 488 Strength of Anchors ❑ PPP. ASTM E 1190 Power Actuated Fasteners ❑ qqq• ASTM E 1512 Bond Strength of Anchors ❑ rrr. ICC-ES AC 193 Anchors in Concrete ❑ sss. ICC-ES AC 232 Anchor Channels in Concrete ❑ ttt. ICC-ES AC 308 Adhesive Anchors in Concrete ❑ uuu. ICC-ES AC 395 Headed Shear Stud Reinforcement ❑ vvv. ICC-ES AC 398 Cold Formed Steel Connectors in Concrete for Light -Frame Construction ❑ www. ICC-ES AC 399 Cast -in -Place Bolts in Concrete for Light -Frame Construction ❑ xxx. ❑ YYY• ❑ zzz. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. Yes Standard Test Procedure Yes Standard Test Procedure ❑ a. ❑ b. ❑ c. ❑ d. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSH PD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 6 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 3 MASONRY Tests Standard/Code Reference Test Procedure Yes Standard/Code Reference Test Procedure Yes 0 a. ASTM C 39 Core Compressive Strength ❑ b. 0 C. ASTM C 140 Absorption, Compressive Strength, Unit Weight, Dimensions & Moisture Content ❑ d. ❑ e. ASTM C 426 Linear Drying Shrinkage 0 f. ASTM C 780 Mortar Compressive Strength 0 g' ASTM C 1019 Sampling and Testing Grout (Compressive Strength) 0 h. ASTM C 1314 Prism Sampling & Compressive Strength ❑ L 0 j. ASTM C 1552 Capping Masonry ❑ k. ASTM E 384 Micro -indentation Hardness ❑ I. 0 m. CBC 2105A Mortar Sampling n. CBC 2105A Core Shear ❑ o. ICC-ES AC 01 Anchor in Masonry ❑ P. ICC-ES AC 58 Adhesive Anchors ❑ q. ICC-ES AC 106 Screw Anchors in Masonry ❑ r. ❑ S. ❑ t. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. Yes Standard/Code Reference Test Procedure Yes Standard/Code Reference Test Procedure ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 7 of 19 O, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT _;n FACILITIES DEVELOPMENT DIVISION 4 STEEL Tests Yes Standard/Code Reference Test Procedure Yes Standard/Code Reference Test Procedure ❑ a. AISC 341 Section K2 Beam to Column Moment & EBF Connections Cyclic Tests ❑ b. AISC 341 Section K3 BRBF Cyclic Tests ❑ C. ASTM A 90 Weight of Coating ❑ d. 0 e. ASTM A 370 Tension & Bend Test ❑ f. ASTM A 970 Headed Steel Bars Bend Test ❑ g. ASTM A 1061 Uncoated Seven -Wire Tension ❑ h. ASTM A 1064 Steel Wire Tension & Bend Test ❑ i. ASTM E 10 Brinell Hardness ❑ j. ASTM E 18 Rockwell Hardness ❑ k. ASTM E 23 Charpy V - Notch ❑ I. ASTM E 94 Radiographic ❑ M. ASTM E 164 Ultrasonic ❑ n. ASTM E 165 Liquid Penetrant ❑ o. ASTM E 190 Guided Bend 0 P. ASTM E 290 Bend Test 0 q. ASTM E 605 Density of SFRM ❑ r. ASTM E 1444 Magnetic Particle ❑ S. ASTM F 606 Bolt Tension Test 0 t. CBC 2203A Material Identification ❑ U. ICC-ES AC 318 Tapping Screw Fasteners ❑ V. ICC-ES AC 322 Cold -formed Steel Vertical Assemblies Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. Yes Standard/Code Reference Test Procedure Yes Standard/Code Reference Test Procedure ❑X a. ASTM E736 SFRM Adhesive ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. 5 Wood and Roof Assemblies Tests Yes Standard Test Procedure Yes Standard Test Procedure ❑ a. ASTM C 67 Brick and Structural Clay Roof Tiles ❑ b. ASTM D 1761 Fasteners in Wood ❑ C. ASTM D 2395 Density/Sp. Gr. Of Wood ❑ d. ASTM D 3617 Analysis of Built -Up Roof Systems ❑ e. ASTM D 4442 Moisture Content of Wood ❑ f. ASTM D 7147 Joist Hangers ❑ g. ASTM E 72 Panel Testing ❑ h. ASTM E 2126 Cyclic Testing of Panel for Shear ❑ i. ICC-ES AC 130 Wood Shear Panels ❑ j. ICC-ES AC 155 Hold -Down for Woods ❑ k. ICC-ES AC 233 Alternate Dowel -Type Threaded Fasteners ❑ I. ICC-ES AC 283 Plate Connector for Wood Trusses ❑ M. ❑ n. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 8 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 6 COMPONENT, ASSEMBLY, PROTOTYPE & MISCELLANEOUS TESTING Tests Yes Standard/Code Reference Test Procedure Yes Standard/Code Reference Test Procedure ❑ a. AAMA 501.4 Static Test for Curtain Wall and Storefront Systems ❑ b. AAMA 501.6 Dynamic Test for Curtain Wall and Storefront Systems ❑ C. ICC-ES AC 156 Shake Table Test ❑ d. FM 1950 Seismic Sway Brace Testing ❑ e. ❑ f. ❑ g. ❑ h. ❑ L ❑ j. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 9 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 7 TEST TECHNICIANS Provide Following Information for Each Test Technician Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for OPAA and proof of renewal for certification/license shall be required Test Technician's Certification/ Certification/ Certification/ Name License Type Licensing Agency License Number Expiration Date* Comments NICET LEVEL III NICET 129413 06-01-19 Soils NICET Level III NICET 129413 06-01-19 Asphalt NICET Level III NICET 129413 06-01-19 Michael Magana Concrete CI Aggregate ACI 01112801 12-20-21 Updated since DSA App CI Field Testing CI 01112801 03-17-17 ech CI Strength CI 01112801 08-13-19 Testing Tech Caltrans - Soils Caltrans Na 1-31-19 Updated since DSA App Updated Since DSA Michael Magana Caltrans - Concrete Caltrans Na 12-2-18 PP Caltrans - Asphalt Caltrans Na 9-17-17 Mario Sanchez CI Strength CI 0138403 11/10/21 esting Tech CI Field Testing CI na 5-12-17 Eric Finley Tech HMA / SOILS / PCC Caltrans Na 12-31-17 CI Field Testing CI Na 12-14-18 Tech Edmond Jabbour ACI Strength Test CI Na 11-14-18 Tech HMA / SOILS / PCC Caltrans Na 1-31-19 Curtis Bullis ecField Testing CI Na 3-17-17 CI Field Testing CI Na 1-17-20 Dominic Montemayor Tech Soils / PCC Caltrans Na 5-9-17 CI Field Testing CI 00988756 3-16-18 Thomas Rebosky Tech ICC Soils ICC 8083156 10-18-19 Soils, Concrete NICET 130583 10-1-2019 Asphalt Jeffrey Diaz Soils, Concrete, Caltrans na Various Asphalt Reinforced Conc, Mas, ICC 5320836 2-07-2018 Fireproofing, Soils, CI (Multi) CI 01074782 Various Test Technicians with expired license shall not be permitted to perform Tests. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 10 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 7 TEST TECHNICIANS (Continued) Provide Following Information for Each Test Technician Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for OPAA and proof of renewal for certification/license shall be required Test Technician's Name Certification/ License Type Certification/ Licensing Agency Certification/ License Number Expiration Date* Comments Test Technicians with expired license shall not be permitted to perform Tests. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 11 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION APPLICABLE SPECIAL INSPECTIONS FOR WHICH AGENCY IS APPROVED By checking `yes" in Tables 7 through 12 below, the applicant verifies that the agency has the equipment and qualified personnel to perform the indicated special inspections. ONLY mark tests that are listed in accreditation certificate or DSA-LEA. 8 SOILS AND FOUNDATIONS Special Inspections Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection 0 a. CBC 1705/1705A Cast -in -place Deep Foundations ❑X b. CBC 1705/1705A Driven Deep Foundations 0 c. CBC 1705/1705A Soils (Excavations and Fills) 0 d. CBC 1812A Shoring 0 e. CBC 1813A Ground Improvement ❑ f. ❑ g. ❑ h. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. 9 CONCRETE Special Inspections Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection 0 a. CBC 1705/1705A Post -Installed Anchors 0 b. CBC 1705/1705A Shotcrete 0 c CBC 1705/1705A & ACI 318 Pre -Stressed Concrete 0 d CBC 1705/1705A & ACI 318 Reinforced Cast -In -Place Concrete 0 e CBC 1705/1705A & ACI 318 Reinforced Pre -Cast Concrete 0 f CBC 1705/1705A and ASTM C94 Batch Plant 0 g CBC 1705/1705A & AWS D1.4 Rebar Welding ❑ h CBC 1911A & ICC- ES AC 178 Fiber Reinforced Polymer (FRP) Composites ❑ i. ❑ j. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection ❑ a. ❑ b. ❑ c. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OSHPD 4 I OPAA-0010-16 Page 12 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 10 MASONRY Special Inspections Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection 0 a CBC 170511705A & AWS D1.4 Rebar Welding 0 b CBC 1705/1705A & TMS 602 Masonry Placement ❑ c. ❑ d. ❑ e. ❑ f. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. 11 STEEL Special Inspections Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection 0 a. CBC 1705/1705A Fireproofing 0 b. CBC 1705/1705A Structural Cold -Formed Steel C. CBC 170511705A, AISC 360 & 341 High Strength Bolts 0 d CBC 1705/1705A, AISC 360 & 341 Steel Fabrication &Erection 0 e. CBC 170511705A, AWS QC1, AISC 360 & 341 Welding ❑ f. ❑ g. ❑ h. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 13 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 12 Wood and Roof Assemblies Special Inspections Yes Code/Standard Field and Types of Inspection) Yes Code/Standard Field and Types of Inspection ❑ a. CBC 1705/1705A Wood Construction ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. ❑ g. ❑ h. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. 13 NONSTRUCTURAL COMPONENTS AND MISCELLANEOUS SPECIAL INSPECTIONS Special Inspections Yes Code/Standard Field and Types of Yes Code/Standard Field and Types of Inspection ❑ a. CBC 1705/1705A Damping System ❑ b. CBC 1705/1705A Nonstructural Components, Supports and Attachments ❑ c. CBC 1705/1705A Seismic Isolation System ❑ d. CBC 2003 & AWS D1.2 Aluminum/Aluminum Welding ❑ e. CBC 2410 (SSG)Structural Silicone Glazing ❑ f Special Ins ections that are in the a enc 's scope but are not listed above should be provided in the s aces below. ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 14 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 14 SPECIAL INSPECTORS Provide Following Information for Each Special Inspector Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for OPAA and proof of renewal for certification/license shall be required Inspector's Name Certification/ License Type Certification/ Licensing Agency Certification/ License Number Expiration Date* Comments Fireproofing ICC 5320836 2-16-2018 Correct Exp Date Reinforced Concrete ICC 5320836 2-16-2018 Correct Exp Date Jeffrey Diaz Soils ICC 5320836 2-16-2018 Correct Exp Date Masonry ICC 5320836 2-16-2018 Correct Exp Date Masonry ICC 1106095 1-18-2020 Kim Byrd Welding ICC 1106095 1-18-2020 Reinforced Concrete ICC 1106095 1-18-2020 Prestressed Concrete ICC 1109095 1-18-2020 Masonry ICC 5114248 6-13-2017 Troy Degener Welding ICC 5114248 6-13-2017 Reinforced Concrete ICC 5114248 6-13-2017 Fireproofing ICC 5114248 6-13-2017 High Strength Bolting ICC 5114248 6-13-2017 Masonry ICC 5077705 7-20-2019 Welding ICC 5077705 7-20-2019 Eric Kennedy High Strength Bolting ICC 5077705 7-20-2019 Reinforced Concrete ICC 5077705 7-20-2019 Prestressed Concrete ICC 5077705 7-20-2019 Masonry ICC 5006860 9-13-2017 Correct ICC ID Prestressed Concrete 5006860 9-13-2017 Correct ICC ID Robert Carman Welding ICC 5006860 9-13-2017 Correct ICC ID Reinforced Concrete ICC 5006860 9-13-2017 Correct ICC ID Fireproofing ICC 5006860 9-13-2017 Correct ICC ID Masonry ICC 1066095 1-2-2020 Prestressed Concrete ICC 1066095 1-2-2020 Dennis Brown Welding ICC 1066095 1-2-2020 Reinforced Concrete ICC 1066095 1-2-2020 Masonry ICC 5223743 1-24-2019 Jesse Maddox Welding ICC 5223743 1-24-2019 Reinforced Concrete ICC 5223743 1-24-2019 Masonry ICC 1026139 5-14-2019 Reinforced Concrete ICC 1026139 5-14-2019 Vartan Deirdeirian Prestressed Concrete ICC 1026139 5-14-2019 Shotcrete LA City P009633 na Special Inspectors with expired license shall not be permitted to perform Special Inspections. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 15 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 14 SPECIAL INSPECTORS (Continued) Provide Following Information for Each Special Inspector Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for OPAA and proof of renewal for certification/license shall be required Inspector's Name Certification/ License Type Certification/ Licensing Agency Certification/ License Number Expiration Date* Comments Soils ICC 8324546 1-24-2018 Zach Roush Steel and Bolting ICC 8324546 12-8-2018 Reinforced Concrete ICC 8324546 2-26-2019 Michael Carman Welding & Bolting ICC 5032377 5-25-2018 Special Inspectors with expired license shall not be permitted to perform Special Inspections. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 16 of 19 O_, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 14 SPECIAL INSPECTORS (Continued) Provide Following Information for Each Special Inspector Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for OPAA and proof of renewal for certification/license shall be required Inspector's Name Certification/ License Type Certification/ Licensing Agency Certification/ License Number Expiration Date* Comments Special Inspectors with expired license shall not be permitted to perform Special Inspections. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 17 of 19 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 15 SUMMARY OF AGENCY'S TESTING AND SPECIAL INSPECTION SERVICES Structural Tests & Special Inspections (Check all that apply) Yes Structural Tests Yes Structural Special Inspections ❑X Soil ❑X Earthwork ❑XAggregate ❑X Batch Plant X❑ Reinforcing Steel ❑X Reinforced Concrete X❑ Concrete ❑X Pre -Stressed Concrete ❑X Post -Installed Anchors ❑X Post -Installed Anchors ❑X Concrete Specialty Inserts ❑X Pre -Cast Concrete ❑X Shotcrete ❑X Shotcrete X❑ Masonry ❑X Masonry ❑X Steel ❑X Steel Welding X❑ High -Strength Bolts and other Fasteners ❑X High -Strength Bolts and other Fasteners X❑ Non -Destructive Testing (NDT) ❑X Spray Applied Fireproofing ❑ Wood ❑ Wood ❑XAluminum/Aluminum Welding ❑X Aluminum/Aluminum Welding ❑ Fiber Reinforced Polymer (FRP) Composites ❑ Fiber Reinforced Polymer (FRP) Composites Z Deep Foundations ❑X Deep Foundations ❑X Nonstructural Components, Supports and Attachments ❑X Nonstructural Components, Supports and Attachments X❑ Structural Elements and Connections ❑ Base Isolators ❑ Shake Table Tests ❑ Dampers Tests and Special Inspections that are in the Agency's scope but are not listed above should be provided in the s aces below. ❑ ❑ ❑ ❑ ❑ ❑ "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSH PD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 18 of 19 10 ,� OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION List of Attachments Supporting the Agency's Approval (Check all that apply) Yes Enclosure Type ❑x OSHPD Facilities Development Division (FDD) Payment Form (OSH-AD-367): http://oshpd.ca.gov/FDD/Forms/eSPForms/OSH-FD 367-FaCDvmtDivPmtForm. df ❑x DSA-LEA Laboratory Qualification as posted at DSA website: https://www.apps.dgs.ca.gov/tracker/ApprovedLabs.aspx Latest Copy of DSA 100: LEA Program Application as Submitted to DSA Latest copy of DSA 220: LEA Program On -Site Assessment Report Latest copy of DSA acceptance (letter) of the Agency into the LEA program. Current Accreditation Certificates including List of Tests and Special Inspections for which the Agency is Accredited Copy of Test Technician/Individual Special Inspector's License/Certification showing expiration date(s) ® OPL Number for Conversion of OPL to OPAA only: OPL-0045-10 OPAA Number for Conversion/Renewal of OPAA only: Other (Please Specify): Other (Please Specify): E] Other (Please Specify): 0 Other (Please Specify): OSHPD Approval (For Office Use Only) Signature: Approval Date: 3/28/17 Print Name: M. R. Karim Title: SHFR Condition of approval (if applicable): "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" Approval Expiration Date: July 1, 2020 OSHPD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (6/24/2016) 3/28/2017 OPAA-0010-16 Page 19 of 19 Validation Certificate Page 1 of 2 USACE CERTIFICATE OF LABORATORY VALIDATION Kleinfelder 620 South Magnolia Ave Ontario, CA, United States Jeffrey Diaz (909) 657-1716 has demonstrated, by abbreviated audit of its AASHTO accreditation, or by inspection of required records, equipment, procedures, facilities, and/or final reports, its proficiency to perform testing of construction materials, as established by the quality standards of AASHTO R 18 guidance and the requirements of the applicable ASTM standards. THIS USACE CERTIFICATE OF LABORATORY VALIDATION IS ACCURATE AS OF ITS DATE AND TIME OF GENERATION: 07 FEB 2020 AT 15:30 HOURS ALL METHODS LISTED ON THIS CERTIFICATE OF VALIDATION WILL EXPIRE ON 02/07/2022 PLEASE CONFIRM THE CURRENT VALIDATION STATUS OF THIS LABORATORY USING THE SEARCH FEATURE ON OUR PUBLIC WEBSITE: https://mtc.erdc.dren.mil �a S' 14,�. Chad A. Gartrell, PE, Director USACE Materials Testing Center Vicksburg, Mississippi, USA AGGREGATE Aggregate - C 29 - Opt - Unit Weight and Voids in Aggregate Aggregate - D 75 - Opt - Sampling Aggregate - C 88 - Opt - Sulfate Soundness Aggregate - C 117 - Req - Material Finer than 75 pm (No. 200) Sieve Aggregate - C 127 - Req - Specific Gravity & Absorption in Coarse Aggregate Aggregate - C 128 - Req - Specific Gravity & Absorption in Fine Aggregate Aggregate - C 131 - Opt - Los Angeles Abrasion Resistance on Small -Size Coarse Aggregate Aggregate - C 136 - Req - Sieve Analysis of Aggregates Aggregate - C 142 - Opt - Clay Lumps Aggregate - C 535 - Opt - Los Angeles Abrasion Resistance on Large Size Coarse Aggregate Aggregate - C 566 - Opt - Total Moisture Content Aggregate - C 702 - Opt - Reducing Samples to Testing Size Aggregate - C 1077 - Opt - Concrete and Concrete Aggregate Testing Standards (Quality Standards) Aggregate - C 1252 - Opt - Uncompacted Void Content of Fine Aggregate (as influenced by particle shape, surface texture, and grading) Aggregate - D 2419 - Opt - Sand Equivalent Value Aggregate - D 3666 - Opt - Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials Aggregate - D 3744 - Opt - Aggregate Durability Index Aggregate - D 4791 - Opt - Flat and Elongated Particles in Course Aggregate Aggregate - D 5821 - Opt - Percentage of Fractured Particles in Coarse Aggregate BITUMINOUS Bituminous - D 979 - Req - Sampling Bituminous Paving Mixtures Bituminous - D 1188 - Req - Bulk Specific Gravity & Density Using Coated Samples Bituminous - D 1560 - Req - Resistance to Deformation & Cohesion by Hveem Bituminous - D 1561 - Req - Preparation by CA Kneading Compactor Bituminous - D 2041 - Req - Theoretical Maximum Specific Gravity & Density (Rice) Bituminous - D 2172 - Req - Quantitative Extraction Bituminous - D 2726 - Req - Bulk Specific Gravity and Density Bituminous - D 2950 - Req - Density of Bituminous Concrete in Place by Nuclear Methods Bituminous - D 3666 - Opt - Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials https://mtc.erdc.dren.mil/Print_Report.aspx?LID=303 2/7/2020 Validation Certificate Page 2 of 2 Bituminous - D 5444 - Req - Mechanical Size Analysis of Extracted Aggregate Bituminous - D 6307 - Req - Asphalt Content of Hot -Mix Asphalt by Ignition Method Bituminous - D 6926 - Req - Preparation of Bituminous Specimens using Marshall CONCRETE Concrete - C 31 - Req - Making and Curing Test Specimens in the Field Concrete - C 39 - Req - Compressive Strength of Cylindrical Specimens Concrete - C 42 - Opt - Drilled Cores and Sawed Beams Concrete - C 78 - Opt - Flexural Strength by Third Point Loading Concrete - C 138 - Req - Unit Weight and Air Content by Gravimetric Concrete - C 143 - Req - Slump Concrete - C 157 - Opt - Length Change of Concrete and Mortars Concrete - C 172 - Req - Sampling Concrete - C 173 - Req - Air Content by Volumetric —required if C231 not performed — Concrete - C 192 - Opt - Making and Curing Test Specimens in Laboratory Concrete - C 231 - Req - Air Content by Pressure —required if C173 not performed — Concrete - C 511 - Opt - Moist Cabinets, Moist Rooms, Water Storage Tanks Concrete - C 617 - Opt - Capping Cylindrical Specimens Concrete - C 1064 - Req - Temperature of Concrete Concrete - C 1077 - Opt - Concrete and Concrete Aggregate Testing Standards (Quality Standards) Concrete - C 1231 - Opt - Unbonded Caps Concrete - C 1542 - Opt - Measuring Length of Concrete Cores MASONRY Masonry - C 140 - Req - Sampling and Testing Concrete Masonry and Related Units Masonry - C 511 - Opt - Mixing Rooms, Moist Cabinets, Cure Tanks Masonry - C 780 - Req - Evaluation of Mortars for Plain and Reinforced Unit Masonry Masonry - C 1019 - Req - Sampling and Testing Grout Masonry - C 1093 - Opt - Masonry Testing Standard (Quality Standards) Masonry - C 1314 - Opt - Compressive Strength of Masonry Prisms Masonry - C 1552 - Opt - Capping Concrete Masonry Units and Related for Compression Testing SOILS Soils - D 421 - Req - Dry Preparation for Particle Size Distribution & Soil Constants Soils - D 422 - Req - Particle Size Analysis Soils - D 558 - Req - Moisture -Density of Soil -Cement Soils - D 698 - Req - Compaction Characteristics by Standard Effort Soils - D 1140 - Req - Material Finer than 75 m (No. 200) Sieve Soils - D 1556 - Req - Density & Unit Weight by Sand Cone Soils - D 1557 - Req - Compaction Characteristics by Modified Effort Soils - D 2166 - Req - Unconfined Compressive Strength Soils - D 2216 - Req - Water Content Soils - D 2434 - Opt - Permeability of Granular Soils (Constant Head Method) (Withdrawn 2015) Soils - D 2487 - Req - Classification of Soils Soils - D 2488 - Req - Description & Identification of Soils (Visual -Manual Procedure) Soils - D 2844 - Opt - Resistance R-Value and Expansion Pressure of Compacted Soils Soils - D 2974 - Req - Moisture, Ash, & Organic Matter of Peat & Other Organic Soils Soils - D 3080 - Req - Direct Shear Test in Consolidated Drained Conditions Soils - D 3740 - Opt - Soil and Rock Testing Standards (Quality Standard) Soils - D 4318 - Req - Liquid & Plastic Limits & Plasticity Index Soils - D 4718 - Opt - Correction of Unit Weight and Water Content for Soils Containing Oversize Particles Soils - D 4829 - Opt - Expansion Index of Soils Soils - D 6913 - Req - Particle -Size Distribution of Soils Using Sieve Analysis Soils - D 6938 - Req - Density and Water Content by Shallow Depth Nuclear Method SPRAYED FIRE RESISTIVE Sprayed Fire Resistive - E 329 - Opt - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection Sprayed Fire Resistive - E 605 - Opt - Thickness and Density of Sprayed Fire Resistive Material (SFRM) Applied to Structural Members Sprayed Fire Resistive - E 736 - Opt - Cohesion Adhesion of Sprayed Fire Resistive Materials Applied to Structural Members https://mtc.erdc.dren.mil/Print_Report.aspx?LID=303 2/7/2020 State of California -Health and Human Services Agency California Department of Public Health Page 1 of 4 pages RADIOACTIVE MATERIAL LICENSE Pursuant to the California Code of Regulations, Division 1, Title 17, Chapter 5, Subchapter 4, Group 2, Licensing of Radioactive Material, and in reliance on statements and representations heretofore made by the licensee, a license is hereby issued authorizing the licensee to receive, use, possess, transfer, or dispose of radioactive material listed below, and to use such radioactive material for the purpose(s) and at the place(s) designated below. This license is subject to all applicable rules, regulations, and orders of the California Department of Public Health now or hereafter in effect and to any standard or specific condition specified in this license. Kleinfelder West, Inc. 2. Address: 620 S. Magnolia Avenue, Bldg. G Ontario, CA 91762 Attention: Jeffery Diaz Radiation Safety Officer License Number 6852-19 is hereby amended as follows: 3. 6852-19 Amendment Number. 17 4. Expiration Date: January 2, 2023 (5) Radiologic Health Branch South 6. Nuclide 7. Form 8. Possession Limit A. Cesium -137/ A. Sealed sources (CPN #131) A. 29 source pairs not to exceed 370.0 MBq (10 mCi) Americium-241:Be of Cesium-137 and 1.9 GBq (50 mCi) of Americium-241 each. B. Cesium-137/ B. Sealed sources (Troxler Dwg. B. 12 source pairs not to exceed 333.0 MBq (9 mCi) of Americium-241:Be No. A-102112 and A-102451) Cesium-137 and 1.6 GBq (44 mCi) of Americium- 241 each. C. Cesium-137 C. Sealed sources (Troxler Dwg. C. 2 sources not to exceed 333.0 MBq (9 mCi) each. No. A-102112) D. Cesium-137/ D. Sealed sources (HSI Dwgs. D. 2 source pairs not to exceed 407.0 MBq (I I mCi) of Americium-241:Be 2200064 and 2200067) Cesium-137 and 1.6 GBq (44 mCi) of Americium- 241 each. E. Cesium-137/ E. Sealed sources (Troxler Dwg. E. I source not to exceed 370.0 MBq (10 mCi) of Americium-241:Be No. A-100281) Cesium-137 and 1.9 GBq (50 mCi) of Americium- 241. 9. Authorized Use A. To be used as components of gauges, CPN Corporation Models A, BR, MC, or 500 series, for determination of moisture/density in engineering materials. B. To be used as components of gauges, Troxler Model 3400 series, for determination of moisture/density in engineering materials. C. To be used as components of gauges, Troxler Model 4640 series, for determination of surface density in engineering materials. D. To be used as components of gauges, Humboldt Scientific, Inc. Model 5000 Series, for determination of moisture/density in engineering materials. E. To be used as components of gauges, Troxler Model 2401 for determination of moisture/density in engineering materials (for storage only). State of California -Health and Human Services Agency California Department of Public Health Page 2 of 4 pages RADIOACTIVE MATERIAL LICENSE License Number: 6852-19 Amendment Number: 17 LICENSE CONDITIONS 10. Radioactive materials may be used at temporary job sites of the licensee in areas not under exclusive federal jurisdiction throughout the State of California (see Condition 23). Radioactive materials may be permanently stored only at: (a) 620 S. Magnolia Avenue, Bldg. G, Ontario, CA. (b) 2 Ada, Suite 150, Irvine, CA. (c) 20411 South Susana Road, Suite E, Long Beach, CA. 11. This license is subject to an annual fee for sources of radioactive material authorized to be possessed at any one time as specified in Items 6, 7, 8 and 9 of this license. The annual fee for this license is required by and computed in accordance with Title 17, California Code of Regulations, Sections 30230-30232 and is also subject to an annual cost -of -living adjustment pursuant to Section 100425 of the California Health and Safety Code. 12. Radioactive material may be used only by, or under the supervision and in the physical presence of, individuals who: (a) Have satisfactorily completed a course, accepted by the Department as adequate, in safe use of soil/asphalt content gauges containing radioactive material and also; (b) . Have been provided with a statement, signed by the Radiation Safety Officer, which designates that individual as an authorized user qualified to use radioactive material under this license. Copies of these documents shall be maintained for inspection by the Department. 13. Except as specifically provided otherwise by this license, the licensee shall possess and use radioactive material described in Items 6, 7, 8 and 9 of this license in accordance with the statements, representations, and procedures contained in the documents listed below. The Department's regulations shall govern unless the statements, representations, and procedures in the licensee's application and correspondence are more restrictive than the regulations. (a) The renewal application with attachments dated November 13, 2007, signed by Julie Ster, Corporate Radiation Safety Officer, as modified by the letter with attachments, dated July 9, 2009, signed by Julie Ster, Corporate Radiation Safety Officer, the email with attachments received from Julie Ster, Corporate Radiation Safety Officer, on March 15, 2011, and the letter with attachments, dated January 18, 2013, signed by David Robinson, Radiation Safety Officer. (b) The e-mails, both with attachments, received on July 23, 2015 and June 8, 2016, both from Julie Ster, Corporate Radiation Safety Officer, and the letters, both with attachments, dated March 6, 2016 and March 24, 2016, both signed by Julie Ster, Corporate Radiation Safety Officer, in regards to adding 20411 South Susana Road, Suite E, Long Beach, CA, as a permanent storage location, releasing 620 West 161h Street, Unit F, Long Beach, CA, for unrestricted use, Duties and Responsibilities and Delegation of Authority for the Radiation Safety Officer, updated Emergency Contact List, and updated Organizational Chart. 14. (a) The Radiation Safety Officer in this program shall be Jeffery Diaz. (b) The Alternate Radiation Safety Officer in this program for Long Beach shall be Roger Khoudessian. (c) The Alternate Radiation Safety Officer in this program for Irvine shall be Farid Ghaheri. 15. Sealed sources contained in CPN, Troxler and Humboldt Scientific soil/asphalt gauges shall be tested for leakage and/or contamination at intervals not to exceed twelve (12) months. State of California -Health and Human Services Agency California Department of Public Health Page 3 of 4 pages RADIOACTIVE MATERIAL LICENSE License Number: 6852-19 Amendment Number: 17 16. The following individuals are authorized to collect wipe test samples of sealed sources possessed under this license using leak test kits acceptable to the California Department of Public Health: (a) The Radiation Safety Officer (b) Qualified individuals designated in writing by the Radiation Safety Officer 17. Quantitative analytical assays for the purpose of tests for leakage and/or contamination of sealed sources shall be performed only by persons specifically authorized to perform that service. 18. Records of leak test results shall be kept in units of becquerls (microcuries) and maintained for inspection. Records may be disposed of following Department inspection. Any leak test revealing the presence of 185 Bq (0.005 µCi) or more of removable radioactive material shall be reported to the California Department of Public Health, Radiologic Health Branch, MS 7610, P.O. Box 997414, Sacramento, CA 95899-7414, within five days of the test. This report shall include a description of the defective source or device, the results of the test, and the corrective action taken. 19. Maintenance and repair of soil/asphalt content gauges shall be performed only by persons specifically authorized to perform those services. 20. At any time the licensee is engaged in making measurements by authority of this license at either a permanent or temporary job site, the licensee shall have a current copy of each of the following documents available for inspection at the job site: (a) A statement authorizing each qualified individual to use radioactive material (See Condition 12). (b) This license. (c) The manufacturer's instruction manual with appropriate emergency procedures. 21. The licensee shall comply with all requirements of Title 17, California Code of Regulations, Section 30373 when transporting or delivering radioactive materials to a carrier for shipment. These requirements include; packaging, marking, labeling, loading, storage, placarding, monitoring, and accident reporting. Shipping papers shall be maintained for inspection pursuant to the U.S. Department of Transportation requirements (Title 49, Code of Federal Regulations, Part 172, Sections 172.200 through 172.204). 22. The licensee shall conduct a physical inventory every six months to account for all sealed sources and/or devices received and possessed under the license. Records of the inventories shall be maintained for inspection, and may be disposed of following Department inspection. 23. Before radioactive materials may be used at a temporary job site at any federal facility, the jurisdictional status of the job site must be determined. If the jurisdictional status is unknown, the federal agency should be contacted to determine if the job site is under exclusive federal jurisdiction. A response shall be obtained in writing or a record made of the name and title of the person at the federal agency who provided the determination and the date that it was provided. Authorization for use of radioactive materials at the job sites under exclusive federal jurisdiction shall be obtained either by: (a) Filing an NRC Form-241 in accordance with the Code of Federal Regulations, Title 10, Part 150.20 (b), "Recognition of Agreement State Licenses", or (b) By applying for a specific NRC license. Before radioactive material can be used at a temporary job site in another State, authorization shall be obtained from the State if it is an Agreement State, or from the NRC for any non -Agreement State, either by filing for reciprocity or applying for a specific license. State of California -Health and Human Services Agency California Department of Public Health Page 3 of 4 pages RADIOACTIVE MATERIAL LICENSE License Number: 6852-19 Amendment Number: 17 16. The following individuals are authorized to collect wipe test samples of sealed sources possessed under this license using leak test kits acceptable to the California Department of Public Health: (a) The Radiation Safety Officer (b) Qualified individuals designated in writing by the Radiation Safety Officer 17. Quantitative analytical assays for the purpose of tests for leakage and/or contamination of sealed sources shall be performed only by persons specifically authorized to perform that service. 18. Records of leak test results shall be kept in units of becquerels (microcuries) and maintained for inspection. Records may be disposed of following Department inspection. Any leak test revealing the presence of 185 Bq (0.005 µCi) or more of removable radioactive material shall be reported to the California Department of Public Health, Radiologic Health Branch, MS 7610, P.O. Box 997414, Sacramento, CA 95899-7414, within five days of the test. This report shall include a description of the defective source or device, the results of the test, and the corrective action taken. 19. Maintenance and repair of soil/asphalt content gauges shall be performed only by persons specifically authorized to perform those services. 20. At any time the licensee is engaged in making measurements by authority of this license at either a permanent or temporary job site, the licensee shall have a current copy of each of the following documents available for inspection at the job site: (a) A statement authorizing each qualified individual to use radioactive material (See Condition 12). (b) This license. (c) The manufacturer's instruction manual with appropriate emergency procedures. 21. The licensee shall comply with all requirements of Title 17, California Code of Regulations, Section 30373 when transporting or delivering radioactive materials to a carrier for shipment. These requirements include; packaging, marking, labeling, loading, storage, placarding, monitoring, and accident reporting. Shipping papers shall be maintained for inspection pursuant to the U.S. Department of Transportation requirements (Title 49, Code of Federal Regulations, Part 172, Sections 172.200 through 172.204). 22. The licensee shall conduct a physical inventory every six months to account for all sealed sources and/or devices received and possessed under the license. Records of the inventories shall be maintained for inspection, and may be disposed of following Department inspection. 23. Before radioactive materials may be used at a temporary job site at any federal facility, the jurisdictional status of the job site must be determined. If the jurisdictional status is unknown, the federal agency should be contacted to determine if the job site is under exclusive federal jurisdiction. A response shall be obtained in writing or a record made of the name and title of the person at the federal agency who provided the determination and the date that it was provided. Authorization for use of radioactive materials at the job sites under exclusive federal jurisdiction shall be obtained either by: (a) Filing an NRC Form-241 in accordance with the Code of Federal Regulations, Title 10, Part 150.20 (b), "Recognition of Agreement State Licenses", or (b) By applying for a specific NRC license. Before radioactive material can be used at a temporary job site in another State, authorization shall be obtained from the State if it is an Agreement State, or from the NRC for any non -Agreement State, either by filing for reciprocity or applying for a specific license. State of California -Health and Human Services Agency California Department of Public Health Page 4 of 4 pages RADIOACTIVE MATERIAL LICENSE License Number: 6852-19 Amendment Number: 17 24. The Radiation Safety Officer shall establish measures for the security of devices possessed and transported under authority of this license. The Radiation Safety Officer shall ensure security measures required by this license meet the following minimum standards: (a) Transport vehicles must be equipped to provide security of the transport case. The method selected must provide for a fixed and permanent attachment to vehicle frame. When secondary containers are used for the Type A package they shall be attached to the vehicle with the use of tamper resistant fasteners to the frame of the transport vehicle. (b) A minimum of two locks shall be placed between radioactive sources and the public when the device is being transported, in addition to the locks securing the Type A package to the vehicle. (c) Transport vehicles must be equipped with a security device (such as an alarm system) capable of deterring unauthorized entry, access and use of the vehicle. (d) Local law enforcement shall be notified immediately in the event of loss or theft. 25. At least 30 days prior to vacating any address of use listed in Condition 10 of this license, the licensee shall provide written notification of intent to vacate to the California Department of Public Health, in accordance with Title 17, California Code of Regulations, Section 30256 (b). Control of all licensed areas must be maintained until such areas are released by the Department for unrestricted use or the license is terminated, in accordance with Title 17, California Code of Regulations, Section 30256 0). 26. The licensee will provide the Low Level Radioactive Waste (LLRW) reports specified in the California Health and Safety Code section 115000.1(h) to the California Department of Public Health (CDPH) on an annual basis for both shipped and stored LLRW. Alternatively, LLRW shipment information may be provided on a per shipment basis. LLRW shipment information and annual reports shall be mailed to: Attn: LLRW Tracking Program California Department of Public Health Radiologic Health Branch MS 7610 P.O. Box 997414 Sacramento, CA 95899-7414 27. A copy of this license and a copy of all records and documents pertaining to this license shall be maintained available for inspection at 620 S. Magnolia Avenue, Bldg. G, Ontario, CA. Issued for tpe State of Zalifornia Department of Public Health Date: August 8, 2016 By: diologic HeditFFBranch S 7610, P.O. Box 997414 Sacramento, CA 95899-7414 IAD TL-0113: CALTRANS ACCREDITATION LABORATORY INSPECTION REPORT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CALTRANS ACCREDITATION LABORATORY INSPECTION REPORT Expiration Date: 2020-11-21 Inspected By: Ashley Shaw IA No.: 68 Phone: 949-279-8731 RSP #: 206 File: Material Category 500 Laboratory: Kleinfelder, Inc. 20411 South Susana Road Unit E Long Address: Beach CA, 00810 Lab QC Mgr.: Mike Dorsch E-mail: mdorsch@kleinfelder.com Telephone:909-657-1716 Fax #.: 562432-1796 A certified Independent Assurance (IA) visited this laboratory on 2019-11-21 Only the equipment to be used on Caltrans Construction projects and/or local construction projects on the National Highway System was checked for qualification. At the time of Caltrans Accreditation, this laboratory had all necessary equipment to perform the test methods indicated below. Testing personnel shall be Caltrans Qualified and possess a current Caltrans Certification Form TL-0111 or AASHTO Proficiency Form TL-0115 prior to performing any sampling or testing. CT 105 CT 106 CT 125 ADMIX CT 125 AGG CT 125 BIT CT 125 GEN CT 125 HMA CT 125 PCC CT 201 CT 202 CT 205 CT 206 CT 216 CT 217 CT 226 CT 227 CT 229 CT 231 CT 301 CT 304 CT 308 CT 309 CT 366 CT 370 CT 375 CT 382 CT 504 CT 518 CT 521 CT 523 CT 524 CT 533 CT 539 CT 540 CT 562 CT 556 CT 557 A visual check was performed and documents provided as necessary for the following items: ✓ Facility Safety Manual _ ✓ Laboratory Procedures Manual _ ✓ Laboratory Quality Control Manual _ ✓ Proper test equipment On 2019-11-21 this laboratory was Caltrans Qualified by: Ashley R. Shaw (Printed name of IA person) ✓_Copies of current applicable test procedures ✓_Calibration and service documentation ✓_Calibration stickers affied to test equipment (dated within the 12 months) (Signature c A person) Please verify lab accreditation by visiting SIAD website: https://sia.dot.ca.govl Page 1/1 AASH O A C C R E D I T E D CERTIFICATE OF JdICCRECIITATION Kminfelder, Inc. in Long Beach, California, USA AMERICAN ASSOCIATION �c STATE HIGHWAY L^4D TRA NSPORTfATION OFFICIALS AASH O has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established by the AASHTO Committee on Materials and Pavements. The scope of accreditation can be viewed on the Directory of AASHTO Accredited Laboratories (aashtoresource.org). JA Tymon, AASHTO Executive Director Moe Jamshidi, AASHTO COMP Chair This certificate was generated on 10/03/2019 at 12:08 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashto reso u rce. org/aap/accreditation-directory SCOPE OF AASHTO ACCREDITATION FOR: AASH O ACCREDITED Standard: Kleinfelder, Inc. in Long Beach, California, USA Quality Management System Accredited Since: R18 Establishing and Implementing a Quality System for Construction Materials Testing Laboratories D3666 (Aggregate) Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials D3666 (Asphalt Mixture) Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials Page 1 of 4 This certificate was generated on 10/03/2019 at 12:08 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresou rce.org/aap/accreditation-directory 11/27/2017 11 /27/2017 11/27/2017 SCOPE OF AASHTO ACCREDITATION FOR: RASH O ACCREDITED Standard: Kleinfelder, Inc. in Long Beach, California, USA Asphalt Mixture Accredited Since: R47 Reducing Samples of Hot -Mix Asphalt to Testing Size R68 Preparation of Asphalt Mixtures by Means of the Marshall Apparatus T30 Mechanical Analysis of Extracted Aggregate T166 Bulk Specific Gravity of Compacted Hot Mix Asphalt Using Saturated Surface -Dry Specimens T168 Sampling Bituminous Paving Mixtures T209 Maximum Specific Gravity of Hot Mix Asphalt Paving Mixtures T245 Resistance to Plastic Flow of Asphalt Mixtures Using Marshall Apparatus T269 Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures T275 Bulk Specific Gravity of Compacted Bituminous Mixtures Using Paraffin -Coated Specimens T308 Determining the Asphalt Content of Hot Mix Asphalt (HMA) by the Ignition Method D979 Sampling Bituminous Paving Mixtures D1188 Bulk Specific Gravity of Compacted Bituminous Mixtures Using Paraffin -Coated Specimens D2041 Maximum Specific Gravity of Hot Mix Asphalt Paving Mixtures D2726 Bulk Specific Gravity of Compacted Hot Mix Asphalt Using Saturated Surface -Dry Specimens D2950 Density of Bituminous Concrete In Place by Nuclear Methods D3203 Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures D5444 Mechanical Analysis of Extracted Aggregate D6307 Determining the Asphalt Content of Hot Mix Asphalt (HMA) by the Ignition Method D6926 Preparation of Asphalt Mixtures by Means of the Marshall Apparatus D6927 Resistance to Plastic Flow of Asphalt Mixtures Using Marshall Apparatus Page 2 of 4 This certificate was generated on 10/03/2019 at 12:08 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresou rce. org/aap/accreditation-directory 10/03/2019 10/03/2019 10/03/2019 10/03/2019 10/03/2019 10/03/2019 11 /27/2017 10/03/2019 11 /27/2017 10/03/2019 10/03/2019 10/03/2019 10/03/2019 10/03/2019 10/03/2019 10/03/2019 10/03/2019 10/03/2019 11/27/2017 10/03/2019 SCOPE OF AAS HTO ACCREDITATION FOR: Kleinfelder, Inc. AASH O in Long Beach, California, USA ACCREDITED $OIl Standard: Accredited Since: T99 The Moisture -Density Relations of Soils Using a 5.5 Ib [2.5 kg] Rammer and a 12 in. [305 mm] Drop T180 Moisture -Density Relations of Soils Using a 10 lb [4.54 kg] Rammer and an 18 in. 1457 mm] Drop T265 Laboratory Determination of Moisture Content of Soils D698 The Moisture -Density Relations of Soils Using a 5.5 lb [2.5 kg] Rammer and a 12 in. [305 mm] Drop D1140 Amount of Material in Soils Finer than the No. 200 (75-pm) Sieve D1557 Moisture -Density Relations of Soils Using a 10 lb 14.54 kg] Rammer and an 18 in. [457 mm] Drop D2216 Laboratory Determination of Moisture Content of Soils D6938 In -Place Density and Moisture Content of Soil and Soil -Aggregate by Nuclear Methods (Shallow Depth) Page 3 of 4 This certificate was generated on 10/03/2019 at 12:08 PM Eastern Time. Please conf rm the current accreditation status of this laboratory at aashtoresou rce.o rg/aap/accreditation-directory 10/03/2019 11/27/2017 11 /27/2017 10/03/2019 11/27/2017 11/27/2017 11 /27/2017 11/27/2017 SCOPE OF AASHT❑ ACCREDITATION FOR: AASH O ACCREDITED Standard: Kleinfelder, Inc. in Long Beach, California, USA Aggregate Accredited Since: R76 Reducing Samples of Aggregate to Testing Size T11 Materials Finer Than 75-lum (No. 200) Sieve in Mineral Aggregates by Washing T27 Sieve Analysis of Fine and Coarse Aggregates T85 Specific Gravity and Absorption of Coarse Aggregate T176 Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test T210 Aggregate Durability Index C117 Materials Finer Than 75-um (No. 200) Sieve in Mineral Aggregates by Washing C127 Specific Gravity and Absorption of Coarse Aggregate C136 Sieve Analysis of Fine and Coarse Aggregates C702 Reducing Samples of Aggregate to Testing Size D75 Sampling Aggregate D2419 Plastic Fines in Graded Aggregates and Sails by Use of the Sand Equivalent Test D3744Aggregate Durability Index Page 4 of 4 This certificate was generated on 10/03/2019 at 12:08 PM Eastern Time. Please conf rm the current accreditation status of this laboratory at aashtoresou rce.org/aap/accreditation-directory 10/03/2019 11/27/2017 11 /27/2017 11/27/2017 10/03/2019 10/03/2019 11 /27/2017 11/27/2017 11 /27/2017 10/03/2019- 10/03/2019 10/03/2019 10/03/2019 III AASH ❑ ACCRE v IT E❑ CERTIFICATE OF ACCREDITATION Kleinfelder, Inc. In San Diego, California, USA AMENIQA64 As SpG+a►fpN r�r SLJ.tF �"��ii►iw�J1r �•. �� AASH 0 has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established by the AASHTO Committee on Materials and Pavements. The scope of accreditation can be viewed on the Directory of AASHTO Accredited Laboratories (aashtoresource.org). '�- A',- e,46 Tyrnon, AASHTO ELtwe Director Moe Jarnshidi, AASH TO COW Chair This certificate was generated on 05105i2020 at 5,30 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource. orgiaaplaccred itation-directory 00 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION APPLICATION FOR OSHPD PREAPPROVED AGENCY (OPAA) FOR STRUCTURAL TESTS AND SPECIAL INSPECTIONS For Office Use Only OPAA — 0042-16 Approved Agency City County State ZIP Code Kleinfelder, Inc. San Diego San Diego CA 92111 APPLICATION TYPE / FEE Application Type New Application Fee (Fees are Nonrefundable) Renewal Fee (Fees are Nonrefundable) 0 Combined Testing AND Special Inspection Agency ❑ $1,000.00 0 $500.00 ❑ Testing Agency ONLY ❑ $500.00 ❑ $250.00 ❑ Special Inspection Agency ONLY ❑ $500.00 ❑ $250.00 APPLICANT INFORMATION Applicant Name James L. Stiady Position in the Organization Project Manager Agency's Local Name Kleinfelder, Inc. Application Date 12/11/18 Phone Number 858-223-8500 E-Mail jstiady@kleinfelder.com Applicant certifies that all information provided in this application are accurate. Applicant signature Address of Facility Location (Each facility location requires separate application.) Street 5761 Copley Drive, Suite 100 City: San Diego County San Diego State: CA Zip Code: 92111 Facility Mailing Address (If different from facility address above.) Same as above Street City: State: Zip Code: KEY AGENCY PERSONNEL (Attach additional pages if needed.) Engineering Manager (or equivalent) —Name James L. Stiady CA Registration Number C66243 — GE2820 Expiration Date 06/30/2020 Title in the Organization Project Manager II 858-223-8500 Phone Number FAX Number 858-223-8499 E-Mail jstiady@kleinfelder.com Alternate to Engineering Manager (if any) — Name Chad Davis CA Registration Number C59908 Expiration Date 12/31/2019 Title in the Organization CoMET Team Leader Phone Number 858-223-8500 Alternate Phone Number E-mail cmdavis@kleinfelder.com "Access to Safe, Quality Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 1 of 19 00 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION KEY TESTING PERSONNEL (Attach additional pages if needed.) Testing Supervisor — Name CA Registration Number (if any) Expiration Date Lee Bainer N/A N/A Title in the Organization Phone Number Laboratory Manager 858-223-8500 Alternate Phone Number E-Mail lbainer@kleinfelder.com Field Testing Supervisor — Name CA Registration Number (if any) Expiration Date Nikki Mangold N/a N/A Title in the Organization Phone Number Materials Operations Supervisor 58-223-8500 Alternate Phone Number E-mail nmangold@kleinfelder.com KEY SPECIAL INSPECTIONS PERSONNEL (Attach additional pages if needed.) Special Inspections Supervisor — Name CA Registration Number (if any) Expiration Date Robert Turchick N/A 10/06/2021 Title in the Organization Phone Number Senior Special Inspector 858-736-6423 Alternate Phone Number E-Mail rturchick@kleinfelder.com Field Special Inspection Supervisor — Name CA Registration Number (if any) Expiration Date Robert Turchick N/A 10/06/2021 Title in the Organization Phone Number Senior Special Inspector 858-736-6423 Alternate Phone Number E-mail rturchick@kleinfelder.com "Access to Safe. Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 2 of 19 I�! OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION ACCREDITATION AND QUALIFICATIONS Agency currently holds accreditation by: (Attach a copy of current accreditation details.) 0 AASHTO Accreditation Program (AAP) ❑ National Voluntary Laboratory Accreditation Program (NVLAP) ❑ International Accreditation Service (IAS) ❑ American Association of Laboratories Program (A21-A) ❑ Laboratory Accreditation Program (LAB) ❑ Construction Materials Engineering Council (CMEC) ❑ ANSI-ASQ National Accreditation Board ❑ Other Latest Expiration Date (if any) 09/25/2022 Is this Agency accepted in the Division of the State Architect Laboratory Evaluation and Acceptance Program, DSA-LEA? ❑ No 0 Yes Expiration Date: 09/25/2022 Basis for accreditation (Check all that apply): ❑ ISO/IEC 17025: General requirements for competence of testing and calibration laboratories ❑ ISO/IEC 17020: General requirements for the operation of various types of bodies performing inspection ❑ NISTIR 7012: Technical requirements for construction materials testing • AASHTO R18: Standard Recommended Practice for Establishing and Implementing a Quality System for Construction Materials Testing Laboratories 0 ASTM E 329: Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction 0 ASTM C 1077: Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation 0 ASTM D 3666: Specification for Minimum Requirements for Agencies Testing and Inspecting Bituminous Paving Materials 0 ASTM D 3740: Practice for Evaluation of Agencies Engaged in Testing and/or Inspections of Soils and Rock as Used Engineering Design and Construction • ASTM C 1093: Practice for Accreditation of Testing Agencies for Unit Masonry ❑ ASTM E 1212: Practice for Quality Management Systems for Nondestructive Testing (NDT) Agencies ❑ ASTM E 543: Specification for Agencies Performing Nondestructive Testing (NDT) ❑ IAS AC 291: Accreditation Criteria for Special Inspection Agency Basis for Test Technician/Special Inspector Qualification (Check all that apply): ❑ Hospital inspector class "A", "B", or "C" certification 0 DSA-LEA approval as test Technician/special inspector ❑ Certification listed in IAS AC 291 Table 1: Minimum Qualifications for Special Inspectors ❑ Welding inspectors satisfying the requirements of the CBC 2016 Section 1705A.2.5 ❑ California licensed engineer qualified to be test technician/special inspector "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 3 of 19 00 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION APPLICABLE TEST STANDARDS FOR WHICH AGENCY IS APPROVED By checking `yes" in Tables 1 through 6 below, the applicant verifies that the agency has the equipment and qualified personnel to perform the indicated testing. ONLY mark tests that are listed in accreditation certificate or DSA-LEA. 1 SOILS AND FOUNDATIONS Tests Yes ❑ Standard a. ASTM D 421 Test Procedure Dry Prep of Soil Yes 0 Standard Test Procedure b. ASTM D 422 Particle Size Analysts 0 C. ASTM D 558 Moisture Density of Soil Cement Mixtures 0 d. ASTM D 698 Compaction of Soil -Standard 0 e. ASTM D 854 Specific Gravity of Soil ❑X f. ASTM D 1140 No. 200 Wash ❑ g. ASTM D 1143 Deep Foundations — Axial Compression ❑ h. ASTM D 1556 Density of Soils — Sand Cone 0 L ASTM D 1557 Soil Compaction — Modified ❑ j. ASTM D 1883 CBR Lab. Compacted Soils 0 k. ASTM D 2166 Unconfined Compressive Strength/Moisture content I. ASTM D 2216 Water Content of Soil 0 m. ASTM D 2419 Sand Equivalent Value ❑ n. ASTM D 2434 Permeability of Granular Soils 0 o. ASTM D 2435 Consolidation Test ❑ p. ASTM D 2487 Classification of Soils ❑ q. ASTM D 2488 Identification of Soil (Visual) ❑X r. ASTM D 2844 Resistance R-Value & Exp. Pressure ❑ s. ASTM D 2850 Unconsolidated, Undrained Triaxial ❑ t. ASTM D 2974 Organic Content 0 u. ASTM D 3080 Direct Shear ❑ v. ASTM D 3441 Cone Penetration Test (CPT) ❑ w. ASTM D 3689 Deep Foundations — Axial Tension ❑ x. ASTM D 3744 Durability Index ❑ y. ASTM D 3966 Deep Foundations —Lateral Loads X❑ z. ASTM D 4318 Liquid I Plastic Limit ❑ aa. ASTM D 4546 Swell or Collapse Test ❑ bb. ASTM D 4643 Microwave Moisture of Soils ❑ cc. ASTM D 4718 Oversize Rock Correction ❑ dd. ASTM D 4767 Triaxial Compression ❑X ee. ASTM D 4829 Expansion Index ❑ ff. ASTM D 4945 Deep Foundations — Dynamic Testing ❑ gg. ASTM D 5084 Permeability of Soils ❑ hh. ASTM D 5778 Friction Cone and Piezocone Penetration Test 0 ii. ASTM D 6913 Gradation of Soil Using Sieve Analysis 0 jj. ASTM D 6938 Density of Soils — Nuclear Gage ❑ kk. ASTM D 7012 Triaxial Compressive Strength of Rock Core Specimens ❑ II. ❑ mm. ❑ nn. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. Yes Standard Test Procedure Yes Standard Test Procedure ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 4 of 19 100 �!,_ P, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 2 CONCRETE Tests Yes Standard Test Procedure Yes Standard Test Procedure Post -Installed Mechanical Anchors ❑ a. AASHTO M 201 Moisture Rooms ❑ b. ACI 355.2 ❑ c. ACI 355.4 Adhesive Anchors ❑ d. ACI 374.1 Moment Frames ❑ e. ACI ITG-5.1 Post -Tensioned Precast Special Walls ❑ f. ASTM A 416 Steel Strand Tension and Bend ❑ g. ASTM A 615 Tension Test 0 h. ASTM A 706 ❑ i. ASTM A 970 Headed Steel Bars - Bend ❑ j. ASTM A 1034 Rebar Mechanical Splices ❑ k. ASTM C 29 Unit Weight I Voids 0 I. ASTM C 31 Concrete Sampling - Field ❑ M. 2016 CBC §1903A.5(1); ASTM C33 Appendix X1.3 Evaluating Potential for Deleterious Expansion Due to Alkali Reactivity of an Aggregate. ❑X In. ASTM C 39 Compressive Strength ❑ o. ASTM C 40 Organic Impurities ❑ p. ASTM C 42 lConcrete Core ❑X q. ASTM C 78 Flexural Strength ❑X r. ASTM C 88 ISodium Sulfate Soundness X❑ s. ASTM C 117 No. 200 Wash ❑X t. ASTM C 127 Specific Gravity - Coarse ❑X u. ASTM C 128 Specific Gravity - Fine ❑ V. ASTM C 131 Degradation of Aggregate X❑ W. ASTM C 136 Sieve Analysis Course I Fine ❑X X. ASTM C 138 Density I Yield I Air Content ❑ Y. ASTM C 142 Clay I Friable Particles ❑X Z. ASTM C 143 Slump ❑ aa. ASTM C 157 Length Change ❑X bb. ASTM C 172 Sampling Freshly Mixed Concrete ❑ cc. ASTM C 173 Air Content (V) ❑ dd. ASTM C 174 Measuring Thickness Using Drilled Concrete Cores X❑ ee. ASTM C 192 Making I Curing Specimens - Lab ❑X ff. ASTM C 231 Air Content (P) ❑ gg. ASTM C 295 Petrographic Analysis ❑ hh. ASTM C 495 Lightweight Concrete ❑ ii. ASTM C 496 Splitting Tensile ❑X jj. ASTM C 511 Moist Cure Rooms/Tanks ❑ kk. ASTM C 535 LA Abrasion ❑X II. ASTM C 566 Moisture Content of Aggregate ❑ mm. ASTM C 567 Density of Lightweight Aggregate ❑X nn. ASTM C 617 Capping Concrete Specimens ❑ oo. ASTM C 702 Reducing Aggregate Samples ❑X pp. ASTM C 1064 Temperature ❑ qq. ASTM C 1140 Shotcrete Compression ❑X rr. ASTM C 1231 Unbonded Caps X❑ ss. ASTM C 1252 Uncompacted Void Content ❑ tt. ASTM C 1260 Alkali Reactivity of Aggregate ❑ uu. ASTM C 1293 Length Change due to Alkali -Silica Reaction ❑ W. ASTM C 1542 Measuring Length of Cores ❑ ww. ASTM C 1602 Water ❑ XX• ASTM C 1604 Shotcrete Core ❑ yy. ASTM D 75 Sampling Aggregate ❑X zz• ASTM D 1560 Stabilometer Value X❑ aaa. ASTM D 1561 Prep for HMA Test Specimens ❑X bbb. ASTM D 2041 Maximum Theo. Specific Gravity X❑ ccc. ASTM D 2419 Sand Equivalent Value ❑X ddd. ASTM D 2726 Specific Gravity of Marshall Sample ❑ eee. ASTM D 2950 In -Situ Density with Nuc. Gauge ❑ fff. ASTM D 3039 Tensile Strength of FRP "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY I� OSH PD lil OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 5 of 19 100 �!,_ P, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 2 CONCRETE (Continued) Tests Yes Standard M ggg. ASTM D 3744 ❑ iii. ASTM D 4541 M kkk. ASTM D 4791 X❑ mmm. ASTM D 5821 X❑ 000. ASTM D 6926 ❑ I qqq• ASTM D 7522 ❑ sss. ASTM E 1190 ❑ uuu. ICC-ES AC 193 ❑ www. ICC-ES AC 308 ❑ YYY• ICC-ES AC 398 Test Procedure ggregate Durability Index ull of Strength of FRP lat Elongated Pieces in Aggregate ercent Crushed Particles rep for Marshal test Specimen ❑ aaaa. He II -Off Strength for FRP Laminate stems Bonded to Concrete bstratel wer Actuated Fasteners chors in Concrete hesive Anchors in Concrete Id Formed Steel Connectors in ncrete for Light -Frame nstruction Yes Standard 0 hhh. ASTM D 3203 0 jjj. ASTM D 5444 0 III. ASTM D 6307 0 nnn. ASTM D 6927 ❑ I ppp ASTM D7565 ❑ I rrr. ASTM E 488 Test Procedure ;rcent Air Voids eve Analysis of Extracted Aggregate 3phalt Content by Ignition arshall Stability & Flow, Air Voids -termining Tensile Properties of FRP atrix Composites Used for rengthening of Civil Structures renath of Anchors ❑ ttt. ASTM E 1512 Bond Strength of Anchors ❑ vvv• ICC-ES AC 232 Anchor Channels in Concrete ❑ xxx. ICC-ES AC 395 Headed Shear Stud Reinforcement ❑ zzz. ICC-ES AC 399 Cast -in -Place Bolts in Concrete for Liaht-Frame Construction ElICC ES AC 446 Concrete I Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. Yes Standard Test Procedure Yes Standard ❑ a. STM D 546 Sieve Analysis of Mineral Filler for b. ASTM D1188 Asphalt Paving Mixture aded Cast -In Specialty Inserts in ❑X ❑X c. STM D4867 Effect of Moisture of Asphalt d. STM D6925 Concrete Paving Mixtures ❑X e. ASTM D6931 (Indirect Tensile (IDT) Strength of I ❑ t Asphalt Mixtures "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" Test Procedure k Specific Gravity and Density of mpacted Bituminous Mixture Using ated Samples ,paration and Determination of the lative Density of Asphalt Mix 9cimens by Means of the Superpave ratory Compactor OSH PD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 6 of 19 00 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 3 MASONRY Tests Standard/Code Reference Test Procedure Yes Standard/Code Reference Test Procedure Yes 0 a. ASTM C 39 Core Compressive Strength 0 b. ASTM C 140 Absorption, Compressive Strength, Unit Weight, Dimensions & Moisture Content ❑ c. ASTM C 426 Linear Drying Shrinkage 0 d. ASTM C 780 Mortar Compressive Strength 0 e. ASTM C 1019 Sampling and Testing Grout (Compressive Strength) 0 f. ASTM C 1314 Compressive Strength of Masonry Prism 0 g. ASTM C 1552 Capping CMU, Related Units & Masonry Prisms for Compression Testing ❑ h. ASTM E 384 Micro -indentation Hardness ❑ i. CBC 2105A Mortar Sampling ❑ j. CBC 2105A Core Shear ❑ k. ICC-ES AC 01 Anchor in Masonry ❑ I. ICC-ES AC 58 Adhesive Anchors ❑ m. ICC-ES AC 106 Screw Anchors in Masonry ❑ n• ❑ 0• ❑ P. ❑ q. ❑ r. ❑ s. ❑ t. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. Yes Standard/Code Reference Test Procedure Yes I Standard/Code Reference Test Procedure ❑ a. ❑ b. ❑ c. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 7 of 19 ON - OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 4 STEEL Tests Yes Standard/Code Reference Test Procedure Yes Standard/Code Reference Test Procedure ❑ a. AISC 341 Section K2 Beam to Column Moment & EBF Connections Cyclic Tests ❑ b. AISC 341 Section K3 BRBF Cyclic Tests ❑ C. ASTM A 90 Weight of Coating 0 d. ASTM A 370 Tension & Bend Test ❑ e. ASTM A 970 Headed Steel Bars Bend Test ❑ f. ASTM A 1061 Uncoated Seven -Wire Tension ❑ g. ASTM A 1064 Steel Wire Tension & Bend Test ❑ h. ASTM E 10 Brinell Hardness 0 L ASTM E 18 Rockwell Hardness ❑ j. ASTM E 23 Charpy V - Notch ❑ k. ASTM E 94 Radiographic ❑ I. ASTM E 164 Ultrasonic ❑ M. ASTM E 165 Liquid Penetrant ❑ n. ASTM E 190 Guided Bend 0 0. ASTM E 290 Bend Test 0 P. ASTM E 605 Density of SFRM ❑ q. ASTM E 1444 Magnetic Particle 0 r. ASTM F 606 Bolt Tension Test ❑ S. CBC 2203A Material Identification ❑ t. ICC-ES AC 318 Tapping Screw Fasteners ❑ U. ICC-ES AC 322 Cold -formed Steel Vertical Assemblies ❑ V. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. Yes Standard/Code Reference Test Procedure Yes Standard/Code Reference Test Procedure ❑X a. ASTIM E 736 Cohesion/Adhesion of Sprayed Fire -Resistive Materials Applied to Structural Members ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. 5 Wood and Roof Assemblies Tests Yes Standard Test Procedure Yes Standard Test Procedure ❑ a. ASTM C 67 Brick and Structural Clay Roof Tiles ❑ b. ASTM D 1761 Fasteners in Wood ❑ C. ASTM D 2395 Density/Sp. Gr. Of Wood ❑ d. ASTM D 3617 Analysis of Built -Up Roof Systems ❑ e. ASTM D 4442 Moisture Content of Wood ❑ f. ASTM D 7147 Joist Hangers ❑ g. ASTM E 72 Panel Testing ❑ h. ASTM E 2126 Cyclic Testing of Panel for Shear ❑ L ICC-ES AC 130 Wood Shear Panels ❑ j. ICC-ES AC 155 Hold -Down for Woods ❑ k. ICC-ES AC 233 Alternate Dowel -Type Threaded Fasteners ❑ I. ICC-ES AC 283 Plate Connector for Wood Trusses ❑ M. ❑ n. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. ❑ a. F 1 ❑ b. OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 8 of 19 0 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT V FACILITIES DEVELOPMENT DIVISION ❑ c. ❑ d. ❑ e. ❑ f. 6 COMPONENT, ASSEMBLY, PROTOTYPE & MISCELLANEOUS TESTING Tests Yes Standard/Code Reference Test Procedure Yes Standard/Code Reference Test Procedure ❑ a. AAMA 501.4 Static Test for Curtain Wall and Storefront Systems ❑ b. AAMA 501.6 Dynamic Test for Curtain Wall and Storefront Systems ❑ C. ICC-ES AC 156 Shake Table Test ❑ d. FM 1950 Seismic Sway Brace Testing ❑ e. ❑ f. ❑ I g. I ❑ I h. ❑ i. ❑ j. Tests that are in the lab's scope but are not listed above should be provided in the space(s) below. ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSH PD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 9 of 19 00 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 7 TEST TECHNICIANS Provide Following Information for Each Test Technician Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for OPAA and proof of renewal for certification/license shall be required Test Technician's Certification/ Certification/ Certification/ Expiration Date* Comments Name License Type Licensing Agency License Number Robert Frazer Concrete Field Testing ACI 1370226 06/18/2021 FT Tech — Grade I Carl De La Torre Concrete Field Testing ACI 1395396 04/29/2022 FT Tech — Grade I Felipe Cisneros Concrete Field Testing ACI 24939 03/14/2020 FT Tech — Grade I Nuclear Gauge CPN International, Inc. 39339 N/A FT Geoff Swink Concrete Field Testing ACI 103546 09/29/2023 FT Tech — Grade I Nuclear Gauge Boart Longyear Co. 28883 N/A FT Jesse Gastelum Concrete Field Testing ACI 986950 09/29/2023 FT Tech — Grade I Jonathan Taylor Concrete Field Testing ACI 1302268 09/20/2019 FT Tech — Grade I Neil Carey Concrete Field Testing ACI 57544 09/29/2023 FT Tech — Grade I Robert Turchick Concrete Field Testing ACI 25680 02/10/2023 FT Tech — Grade I James Reeves Concrete Field Testing ACI 1370228 08/13/2021 FT Tech — Grade I Randall Lewis Concrete Field Testing ACI 00088722 12/12/2020 FT Tech — Grade I Test Technicians with expired license shall not be permitted to perform Tests. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 10 of 19 00 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 7 TEST TECHNICIANS (Continued) Provide Following Information for Each Test Technician Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for OPAA and proof of renewal for certification/license shall be required Test Technician's Name Certification/ License Type Certification/ Licensing Agency Certification/ License Number Expiration Date* Comments Test Technicians with expired license shall not be permitted to perform Tests. "Access to Safe. Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 11 of 19 00 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION APPLICABLE SPECIAL INSPECTIONS FOR WHICH AGENCY IS APPROVED By checking `yes" in Tables 8 through 13 below, the applicant verifies that the agency has the equipment and qualified personnel to perform the indicated special inspections. ONLY mark tests that are listed in accreditation certificate or DSA-LEA. 8 SOILS AND FOUNDATIONS Special Inspections (Qualified Representative of Responsible Geotechnical Engineer) Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection 0 a. CBC 1705/1705A Cast -in -place Deep Foundations X❑ b. CBC 1705/1705A Driven Deep Foundations 0 c. CBC 1705/1705A Soils (Excavations and Fills) X❑ d. CBC 1812A Shoring 0 e. CBC 1813A Ground Improvement ❑ f. ❑ g. ❑ h. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection ❑ a. ❑ b. ❑ c. ❑ d. ❑ e. ❑ f. 9 CONCRETE Special Inspections Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection 0 a. CBC 1705/1705A Post -Installed Anchors 0 b. CBC 1705/1705A Shotcrete 0 c CBC 1705/1705A & ACI 318 Pre -Stressed Concrete 0 d CBC 1705/1705A & ACI 318 Reinforced Cast -In -Place Concrete 0 e CBC 1705/1705A & ACI 318 Reinforced Pre -Cast Concrete 0 f CBC 1705/1705A and ASTM C94 Batch Plant 0 g CBC 1705/1705A & AWS D1.4 Rebar Welding ❑ h CBC 1911A & ICC- ES AC 178 Fiber Reinforced Polymer (FRP) Composites ❑ i. ❑ j. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection ❑ a. ❑ b. ❑ c. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 12 of 19 00 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 10 MASONRY Special Inspections Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection 0 a CBC 1705/1705A & AWS D1.4 Rebar Welding 0 b CBC 1705/1705A & TMS 602 Masonry Placement ❑ C. ❑ d. ❑ e. ❑ f. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection ❑ a. ❑ b. ❑ C. ❑ 1 d. ❑ e. ❑ f. 11 STEEL Special Inspections Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection 0 a. CBC 1705/1705A Fireproofing 0 b. CBC 1705/1705A Structural Cold -Formed Steel 0 C. CBC 1705/1705A, AISC 360 & 341 High Strength Bolts 0 d CBC 1705/1705A, AISC 360 & 341 Steel Fabrication & Erection 0 e. CBC 1705/1705A, AWS QC1, AISC 360 & 341 Welding ❑ f. ❑ g. ❑ h. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. Yes Code/Standard Field and Types of Inspection Yes Code/Standard Field and Types of Inspection ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe. Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 13 of 19 00 OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 12 Wood and Roof Assemblies Special Inspections Yes Code/Standard Field and Types of Inspection) Yes Code/Standard Field and Types of Inspection ❑ a. CBC 1705/1705A Wood Construction ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. ❑ g. ❑ h. Special Inspections that are in the agency's scope but are not listed above should be provided in the space(s) below. ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. 13 NONSTRUCTURAL COMPONENTS AND MISCELLANEOUS SPECIAL INSPECTIONS Special Inspections Yes Code/Standard Field and Types of Yes Code/Standard Field and Types of Inspection ❑ a. CBC 1705/1705A Damping System ❑ b. CBC 1705/1705A Nonstructural Components, Supports and Attachments ❑ c. CBC 1705/1705A Seismic Isolation System ❑ d. CBC 2003 & AWS D1.2 Aluminum/Aluminum Welding ❑ e. CBC 2410 SSSGtural Silicone Glazing ❑ f Special Ins ections that are in the a enc 's scope but are not listed above should be provided in the s aces below. ❑ a. ❑ b. ❑ C. ❑ d. ❑ e. ❑ f. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 14 of 19 100 �!,- P, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 14 SPECIAL INSPECTORS Provide Following Information for Each Special Inspector Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for OPAA and proof of renewal for certification/license shall be required Inspector's Name Certification/ Certification/ Certification/ Expiration Date* Comments License Type Licensing Agency License Number Spray Applied ICC 1138578 10/06/2021 FT Fireproofing Structural Steel & ICC 1138578 10/06/2021 FT Welding Structural Steel and ICC 1138578 10/06/2021 FT bolting Prestressed Concrete ICC 1138578 10/06/2021 FT Reinforced Concrete ICC 1138578 10/06/2021 FT Robert Turchick Structural Masonry ICC 1138578 10/06/2021 FT Certified Welding AWS 13011121 01/31/2022 FT Inspector Shotcrete DSA 5675 12/31 /2019 FT Class 2 DSA 3729 03/17/2021 FT Masonry DSA 5399 02/23/2021 FT FT Soils ICC 8164532 10/08/2020 Spray Applied ICC 8164532 06/16/2021 FT Fireproofing Reinforced Concrete ICC 8164532 08/20/2021 FT Carl De La Torre Prestressed Concrete ICC 8164532 10/13/2021 FT Structural Masonry ICC 8164532 10/28/2021 FT Structural Steel and ICC 8164532 11/17/2021 FT bolting Spray Applied ICC 5119934 03/12/2021 FT Fireproofing Structural Welding ICC 5119934 02/09/2020 FT Chris Shipp Structural Steel and ICC 5119934 02/0912020 FT bolting Certified Welding AWS 02040121 04/30/2020 FT Inspector Special Inspectors with expired license shall not be permitted to perform Special Inspections. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSH PD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 15 of 19 100 �!,- P, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 14 SPECIAL INSPECTORS (Continued) Provide Following Information for Each Special Inspector Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for CPAA and proof of renewal for certification/license shall be required Inspector's Name Certification/ Certification/ Certification/ Expiration Date* Comments License Type Licensing Agency License Number Reinforced Concrete ICC 8715595 08/29/2020 FT James Reeves Structural Masonry ICC 8715595 03/22/2021 FT Spray Applied ICC 8375377 01/28/2023 FT Fireproofing Jonathan Taylor Soils ICC 8375377 01/282023 FT Soils ICC 8017636 07/22/2020 FT Spray Applied ICC 8017636 07/22/2020 FT Fireproofing Reinforced Concrete ICC 8017636 07/22/2020 FT Felipe Cisneros Prestressed Concrete ICC 8017636 07/22/2020 FT Structural Masonry ICC 8017636 07/22/2020 FT Structural Steel and ICC 8017636 12/26/2020 FT bolting Robert Frazer Soils ICC 8418831 04/24/2022 FT Neil Carey Soil ICC 8803597 08/11/2020 FT William Woltman Soil ICC 8897104 07/27/2021 FT Certified Welding AWS O4090271 09/01/2020 FT Inspector Adhesive Anchor ACI 00088722 01/23/2021 FT Inspector/Installer Spray Applied ICC 5098547 04/18/2020 FT Fireproofing Structural Welding ICC 5098547 04/18/2020 Randall Lewis FT Structural Steel and ICC 5098547 04/18/2020 FT bolting Prestressed Concrete ICC 5098547 04/18/2020 FT Reinforced Concrete ICC 5098547 04/18/2020 FT Special Inspectors with expired license shall not be permitted to perform Special Inspections. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSH PD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 16 of 19 100 �!,- P, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 14 SPECIAL INSPECTORS (Continued) Provide Following Information for Each Special Inspector Employed by the Agency (Attach additional sheets if needed) *To update expiration date a renewal application for OPAA and proof of renewal for certification/license shall be required Structural Masonry CC 5098547 04/18/2020 FT Randall Lewis Master of Special Inspection CC 5098547 04/18/2020 FT Special Inspectors with expired license shall not be permitted to perform Special Inspections. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSH PD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 17 of 19 100 �!,_ P, OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION 15 SUMMARY OF AGENCY'S TESTING AND SPECIAL INSPECTION SERVICES Structural Tests & Special Inspections (Check all that apply) Yes Structural Tests Yes Structural Special Inspections ❑X Soil 0 Earthwork 0 Aggregate 0 Batch Plant X❑ Reinforcing Steel 0 Reinforced Concrete X❑ Concrete 0 Pre -Stressed Concrete X❑ Post -Installed Anchors 0 Post -Installed Anchors ❑ Concrete Specialty Inserts 0 Pre -Cast Concrete X❑ Shotcrete 0 Shotcrete X❑ Masonry 0 Masonry X❑ Steel 0 Steel Welding X❑ High -Strength Bolts and other Fasteners 0 High -Strength Bolts and other Fasteners X❑ Non -Destructive Testing (NDT) 0 Spray Applied Fireproofing ❑ Wood ❑ Wood ❑Aluminum/Aluminum Welding ❑Aluminum/Aluminum Welding ❑ Fiber Reinforced Polymer (FRP) Composites 0 Fiber Reinforced Polymer (FRP) Composites ❑ Deep Foundations 0 Deep Foundations X❑ Nonstructural Components, Supports and Attachments 0 Nonstructural Components, Supports and Attachments X❑ Structural Elements and Connections ❑ Base Isolators ❑ IShake Table Tests ❑ Dampers Tests and Special Inspections that are in the Agency's scope but are not listed above should be provided in the s aces below. "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" OSH PD STATE OF CALIFORNIA— HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 18 of 19 ON - OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION List of Attachments Supporting the Agency's Approval (Check all that apply) Yes Enclosure Type 0 OSHPD Facilities Development Division (FDD) Payment Form (OSH-AD-367): http://oshpd.ca.gov/FDD/Forms/eSPForms/OSH-FD 367-FaCDvmtDivPmtForm. df DSA-LEA Laboratory Qualification as posted at DSA website: https://www.apps2.dgs.ca.gov/DSA/Tracker/ApprovedLgbs.aspx Latest Copy of DSA 100: LEA Program Application as Submitted to DSA Latest copy of DSA 220: LEA Program On -Site Assessment Report El Latest copy of DSA acceptance (letter) of the Agency into the LEA program. Current Accreditation Certificate(s) including List of Tests and Special Inspections for which the Agency is Accredited Copy of Test Technician/Individual Special Inspector's License/Certification showing expiration date(s) OPL Number for Conversion of OPL to OPAA only: OPL-0042-15 El OPAA Number for Conversion/Renewal of OPAA only: El Other Please Specify): El Other (Please Specify): El Other (Please Specify): El Other (Please Specify): OSHPD Approval (For Office Use Only) Signature: Approval Date: 5/6/2019 Print Name: Jeffrey Kikumoto Approval Expiration Date: 9/25/2022 Title: SE Condition of approval (if applicable): "Access to Safe, Qualitv Healthcare Environments that Meet California's Diverse and Dvnamic Needs" ;Ii A i 11 OSHPD STATE OF CALIFORNIA — HEALTH AND HUMAN SERVICES AGENCY OSH-FD-OPAA-100 (03/01/2018) 5/6/2019 OPAA-0042-16 Page 19 of 19 065 611112 4k t *VICE% Laboratory Qualifications Laboratory NameXleinfelder Address:5761 Copley drive, Suite 100 Zip:92111 AcceptancelRe n ewal 0912312018 Date:' Engineerin Manager;ENl]-i38me5 Shady r Erna it a}slrady+�klerrtfeider.�carrr Laboratory ` Lee Sainer S upervisvrl sj: I Structural test Qualifications E SSA City:San Diego Ph one :t8581223-851I0 Expiration Date �0912312022 NOT Level III Adm i ni strator•_ Clete Henlae Field, Supervisor(s): Robert Sun hick Soils V Concrete -/ Structural Steel Aggregates -e Shotcrete J Nigh Strength Soils 4 Reinforcing Steel ✓ Structural Masonry a Non Destructive (NDT) ✓ Post Installed Anchors Other JAJC, SFRM Special Inspection Qualifications -' Earthwork .r Shotcrele High Strength Bolting ,( Reinforced Concrete %e Stmctural Masonry J Spray -Applied Fireproofing J Prestressed Concrete 4 Structural Welding 4 Batch Plant (Continuous) %F Post Inslalled Anchors Other ❑GS Links • DGS Home • SSA Home • DSA News Tracker Links IIAx%t' % Tesding Lab's . Florr e Home Dashboard Lab Informalim for Kleinfeider Basic Informalion Lab Name Manager Name Lab Email Lab Telephone Lab Fax Lab Full Address Zip Lab Type District no Kleinfelder Lee Sainer Ibainer@kleinfelder. corn 858-223-8500 858-277-1035 5761 Copley Drive, Suite 100. San Diego, CA 92111 92111 Private 11 RSP information RSP Shipping Address: 5761 Copley Drive Suite 100, San Diego; CA 92111 SIAD TL-0113: CALTRANS ACCREDITATION LABORATORY INSPECTION REPORT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CALTRANS ACCREDITATION LABORATORY INSPECTION REPORT -04-01 1 Fahrtosh iA No.: 112 Phoize: 562-345-3147 RSP #. 1733 File: Material Category 500 Laboratory: TransMat, Inc. Address: 8966 Benson Ave. Unit B Montclair CA, 91763 Lab QC Mgr.: Kreetha Mekchai E-mail: transmatinc@gmail.com Telephone: 626-532-7705 Fax It.: A certified Independent Assurance (IA) visited this laboratory on 2020-04-01 Only the equipment to be used on Caltrans Construction projects and/or local construction projects on the National Highway System was checked for qualification. At the time of Caltrans Accreditation, this laboratory had all necessary equipment to perform the test methods indicated below. Testing personnel shall be Caltrans Qualified and possess a current Caltrans Certification Form TL-0111 or AASHTO Proficiency Form TL-0115 prior to performing any sampling or testing. AASHTO T11 AASHTO T27 AASHTO R47 AASHTO R76 AASHTO T84 AASHTO T85 AASHTO T166 AASHTO T176 AASHTO T209 AASHTO T255 AASHTO T275 AASHTO T308 AASHTO T329 AASHTO T335 CT 105 CT 106 CT 125 ADMIX CT 125 AGG CT 125 BIT CT 125 CEM CT 126 GEN CT 125 HMA CT 201 CT 202 CT 205 CT 206 CT 207 CT 209 CT 216 CT 217 CT 226 CT 227 CT 229 CT 231 CT 234 CT 235 CT 308 CT 309 CT 382 CT 384 CT 504 CT 518 CT 523 CT 524 CT 533 CT 539 CT 540 CT 552 CT 556 CT 557 A visual check was performed and documents provided as necessary for the following items: ✓ Facility Safety Manual ✓ Copies of current applicable test procedures ✓ Laboratory Procedures Manual ✓ Calibration and service documentation ✓ Laboratory Quality Control Manual ✓ Calibration stickers affied to test equipment Proper test equipment (dated within the 12 months) On 2020-04-01 , this laboratory was Caltrans Qualifies Majid Fahrtosh- IA112 (Printed name of IA person) Please verify lab accreditation by visiting SIAD webs Page 111 'PtCERTIFICATE OF A A S F A C C R E D 1 T E D Ac c: R E D I TAT 1113 N TransMat, Inc. in Montclair, California, USA AMERICAN A550CIATION nF STATE H10 HWAY ANO TRANSPORTATION OFFICIALS A A S 0 has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established by the AASHTO Committee on Materials and Pavements. The scope of accreditation can be viewed on the Directory of AASHTO Accredited Laboratories (aashtoresource.org). J� Tymon, AASHTO Executive Director Moe Jamshidi, AASHTO COMP Chair This certificate was generated on 03/13/2020 at 8:18 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory SCOPE OF AAS HTO ACCREDITATION FOR: TransMat, Inc. AASH ❑ in Montclair, California, USA A C C 17 E G 1 T E G Quality Management System Standard: Accredited Since: R18 Establishing and Implementing a Quality System for Construction Materials Testing Laboratories 01/18/2019 D3666 (Asphalt Mixture) Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials 01/18/2019 D3740 (Soil) = Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction 04/11/2019 E329 (Asphalt Mixture) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction Page 1 of 4 This certificate was generated on 03/13/2020 at 8:18 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 01/18/2019 SCOPE OF AAS HTO ACCREDITATION FOR: TransMat, Inc. AA S H ❑ in Montclair, California, USA A C C R E O 1 T E O Asphalt Mixture Standard: Accredited Since: R47 Reducing Samples of Hot -Mix Asphalt to Testing Size T30 Mechanical Analysis of Extracted Aggregate T166 (Cores) Bulk Specific Gravity of Compacted Hot Mix Asphalt Using Saturated Surface -Dry Specimens (Cores) T209 Maximum Specific Gravity of Hot Mix Asphalt Paving Mixtures T269 Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures T275 (Cores) Bulk Specific Gravity of Compacted Bituminous Mixtures Using Paraffin -Coated Specimens (Cores) T308 Determining the Asphalt Content of Hot Mix Asphalt (HMA) by the Ignition Method D5444 Mechanical Analysis of Extracted Aggregate D6307 Determining the Asphalt Content of Hot Mix Asphalt (HMA) by the Ignition Method Page 2 of 4 This certificate was generated on 03/13/2020 at 8:18 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 SCOPE OF AAS HTO ACCREDITATION FOR: TransMat, Inc. AASH ❑ in Montclair, California, USA A C C 17 E G 1 T E G SOII Standard: Accredited Since: D421 Dry Preparation of Disturbed Soil and Soil Aggregate Samples for Tes 01/18/2019 D698 The Moisture -Density Relations of Soils Using a 5.5 lb [2.5 kg] Rammer and a 12 in. [305 mm] Drop 01/18/2019 D1140 Amount of Material in Soils Finer than the No. 200 (75-pm) Sieve �8/2019 D1557 Moisture -Density Relations of Soils Using a 10 lb [4.54 kg] Rammer and an 18 in. [457 mm] D D2216 Laboratory Determination of Moistur ontent of Soils Page 3 of 4 01/18/2019 111111111111111111111111111111`18/2019 This certificate was generated on 03/13/2020 at 8:18 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory SCOPE OF AAS HTO ACCREDITATION TransMat, Inc. AA S H ❑ in Montclair, California, USA A C C R E O 1 T E O Aggregate Standard: R76 Reducing Samples of Aggregate to Testing Size R90 Sampling Aggregate T11 Materials Finer Than 75-pm (No. 200) Sieve in Mineral Aggregates by Washing T27 Sieve Analysis of Fine and Coarse Aggregates T84 Specific Gravity (Relative Density) and Absorption of Fine Aggregate T85 Specific Gravity and Absorption of Coarse Aggregate T176 Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test T255 Total Moisture Content of Aggregate by Drying T304 Uncompacted Void Content of Fine Aggregate (Influenced by Shape, Texture, and Grading) T335 Determining the Percentage of Fractured Particles in Coarse Aggregate C117 Materials Finer Than 75-pm (No. 200) Sieve in Mineral Aggregates by Washing C127 Specific Gravity and Absorption of Coarse Aggregate C128 Specific Gravity (Relative Density) and Absorption of Fine Aggregate C136 Sieve Analysis of Fine and Coarse Aggregates C566 Total Moisture Content of Aggregate by Drying C702 Reducing Samples of Aggregate to Testing Size C1252 Uncompacted Void Content of Fine Aggregate (Influenced by Shape, Texture, and Grading) D75 Sampling Aggregate D2419 Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test D4791 Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate D5821 Determining the Percentage of Fractured Particles in Coarse Aggregate Page 4 of 4 FO R: Accredited Since: This certificate was generated on 03/13/2020 at 8:18 PM Eastern Time. Please confirm the current accreditation status of this laboratory at aashtoresource.org/aap/accreditation-directory 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 01/18/2019 State of California -Health and Human Services Agency California Department of Public Health Page 1 of 3 pages RADIOACTIVE MATERIAL LICENSE Pursuant to the California Code of Regulations, Division 1, Title 17, Chapter 5, Subchapter 4, Group 2, Licensing of Radioactive Material, and in reliance on statements and representations heretofore made by the licensee, a license is hereby issued authorizing the licensee to receive, use, possess, transfer, or dispose of radioactive material listed below; and to use such radioactive material for the purpose(s) and at the place(s) designated below. This license is subject to all applicable rules, regulations, and orders of the California Department of Public Health now or hereafter in effect and to any standard or specific condition specified in this license. 1. Licensee: Transmat, Inc. 3. License Number: 8313-36 Amendment Number: 1 2. Address: 8966 Benson Avenue, Suite B 4. Expiration date: Montclair, CA 91763 September 5, 2029 (5) Attention: Kreetha Mekchai 5. Inspection agency: Radiologic Health Branch Radiation Safety Officer South License Number 8313-36 is hereby administratively corrected as follows: 6. Nuclide 7. Form 8. Possession Limit A. Cesium- 137/Americium-241:Be A. Sealed sources (Troxler A. 2 source pairs not to exceed Drawing No. A-102112 and 333.0 MBq (9 mCi) of A-102451) cesium-137 and 1.6 GBq (44 mCi) of americium-241 each. Total not to exceed 3.9 GBq (106 mCi). Authnri7ed iTce A. To be used as components of gauges, Troxler Electronic Laboratories Model 3400 Series, for determination of moisture/density in engineering materials. LICENSE CONDITIONS 10. Radioactive materials may be used at temporary job sites of the licensee in areas not under exclusive federal jurisdiction throughout the State of California (see Condition 15). Radioactive materials may be permanently stored only at the following approved location: (a) 8966 Benson Avenue, Suite B, Montclair, CA. 11. This license is subject to an annual fee for sources of radioactive material authorized to be possessed at any one time as specified in items 6, 7, 8 and 9 of this license. The annual fee for this license is required by and computed in accordance with Title 17, California Code of Regulations, Sections 30230-30232 and is also subject to an annual cost -of -living adjustment pursuant to Section 100425 of the California Health and Safety Code. 12. Radioactive material may be used only by, or under the supervision and in the physical presence of, individuals who: (a) Have satisfactorily completed a course, accepted by the Department as adequate, in safe use of soil/asphalt content gauges containing radioactive material and also; (b) Have been provided with a statement, signed by the Radiation Safety Officer, which designates that individual as an authorized user qualified to use radioactive material under this license. Copies of these documents shall be maintained for inspection by the Department. State of California -Health and Human Services Agency California Department of Public Health Page 2 of 3 pages RADIOACTIVE MATERIAL LICENSE License Number: 8313-36 Amendment Number: 1 13. Except as specifically provided otherwise by this license, the licensee shall possess and use radioactive material described in Items 6, 7, 8 and 9 of this license in accordance with the statements, representations, and procedures contained in the documents listed below. The Department's regulations shall govern unless the statements, representations, and procedures in the licensee's application and correspondence are more restrictive than the regulation. (a) The license application, with attachments, dated March 29, 2019, and the letter, with attachments, dated July 24, 2019, both signed by Kreetha Mekchai, Radiation Safety Officer. 14. The Radiation Safety Officer in this program shall be Kreetha Mekchai. 15. Before radioactive materials may be used at a temporary job site at any federal facility, the jurisdictional status of the job site must be determined. If the jurisdictional status is unknown, the federal agency should be contacted to determine if the job site is under exclusive federal jurisdiction. A response shall be obtained in writing or a record made of the name and title of the person at the federal agency who provided the determination and the date that it was provided. Authorization for use of radioactive materials at the job sites under exclusive federal jurisdiction shall be obtained either by: (a) Filing an NRC Form-241 in accordance with the Code of Federal Regulations, Title 10, Part 150.20 (b), "Recognition of Agreement State Licenses", or (b) By applying for a specific NRC license. Before radioactive material can be used at a temporary job site in another State, authorization shall be obtained from the State if it is an Agreement State, or from the NRC for any non -Agreement State, either by filing for reciprocity or applying for a specific license. 16. Sealed sources contained in soil/asphalt gauges shall be tested for leakage and/or contamination at intervals not to exceed 12 months. 17. Quantitative analytical assays for the purpose of tests for leakage and/or contamination of sealed sources shall be performed only by persons specifically authorized to perform that service. 18. The following individuals are authorized to collect wipe test samples of sealed sources possessed under this license using leak test kits acceptable to the California Department of Public Health: (a) The Radiation Safety Officer (b) Qualified individuals designated in writing by the Radiation Safety Officer 19. Records of leak test results shall be kept in units of becquerels (microcuries) and maintained for inspection. Records may be disposed of following Department inspection. Any leak test revealing the presence of 185 Bq (0.005 µCi) or more of removable radioactive material shall be reported to the California Department of Public Health, Radiologic Health Branch MS 7610, P.O. Box 997414, Sacramento, CA 95899-7414, within five days of the test. This report shall include a description of the defective source or device, the results of the test, and the corrective action taken. 20. The licensee shall conduct a physical inventory every six months to account for all sealed sources and/or devices received and possessed under the license. Records of the inventories shall be maintained for inspection, and may be disposed of following Department inspection. 21. Maintenance and repair of soil/asphalt content gauges shall be performed only by persons specifically authorized to perform those services. State of California -Health and Human Services Agency California Department of Public Health Page 3 of 3 pages RADIOACTIVE MATERIAL LICENSE License Number: 8313-36 Amendment Number: 1 22. At any time the licensee is engaged in making measurements by authority of this license at either a permanent or temporary job site, the licensee shall have a current copy of each of the following documents available for inspection at the job site: (a) A statement authorizing each qualified individual to use radioactive material (see Condition 12). (b) This license. (c) The manufacturer's instruction manual with appropriate emergency procedures. 23. The licensee shall comply with all requirements of Title 17, California Code of Regulations, Section 30373 when transporting or delivering radioactive materials to a carrier for shipment. These requirements include; packaging, marking, labeling, loading, storage, placarding, monitoring, and accident reporting. Shipping papers shall be maintained for inspection pursuant to the U.S. Department of Transportation requirements (Title 49, Code of Federal Regulations, Part 172, Sections 172.200 through 172.204). 24. The Radiation Safety Officer shall establish measures for the security of devices possessed and transported under authority of this license. The Radiation Safety Officer shall ensure security measures required by this license meet the following minimum standards: (a) Transport vehicles must be equipped to provide security of the transport case. The method selected must provide for a fixed and permanent attachment to vehicle frame. When secondary containers are used for the Type A package they shall be attached to the vehicle with the use of a tamper resistant fasteners to the frame of the transport vehicle. (b) Each portable gauge licensee shall use a minimum of two independent physical controls that form tangible barriers to secure portable gauges from unauthorized removal, whenever portable gauges are not under the control and constant surveillance of the licensee. (c) Transport vehicles must be equipped with a security device (such as an alarm system) capable of deterring unauthorized entry, access and use of the vehicle. (d) Local law enforcement shall be notified immediately in the event of loss or theft. 25. At least 30 days prior to vacating any address of use listed in Condition 10 of this license, the licensee shall provide written notification of intent to vacate to the California Department of Public Health, in accordance with Title 17, California Code of Regulations, Section 30256 (b). Control of all licensed areas must be maintained until such areas are released by the Department for unrestricted use or the license is terminated, in accordance with Title 17, California Code of Regulations, Section 30256 0). 26. In accordance with California Health and Safety Code Section 115000.1(h), the licensee shall annually report the radioactive waste inventory held in storage on December 31 of each year and all manifests of Low Level Radioactive Waste (LLRW) shipments to licensed LLRW disposal facilities made during the year to the Department via the online LLRW Tracking System at https:HUrwts.cdph.ca.gov/. 27. A copy of this license and a copy of all records and documents pertaining to this license shall be maintained available for inspection at 8966 Benson Avenue, Suite B. Montclair, CA. Issued for the State of California Department of Public Health Date: September 18, 2019 By: Radiolohic Health Branch P.O. Box 997414, M.S. 7610 Sacramento, CA 95899-7414 0 Appendix ATTACHMENT 34a NON -COLLUSION AFFIDAVIT CERTIFICATIONS NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Non -collusion Affidavit. BIDDERS are cautioned that making a false certification may subject the certifier to criminal prosecution. Signed State of California County of Riverside Subscribed and sworn to (or affirmed) before me on this 2� day of seP 2020, by a V9i �i �a> proved to me on the basis of safisfactory evidence to be the persons) who appeared before me. NAUSIR MAHMOUP FIRAS Notary Public - California Riverside County Commission M 2281654 My Comm. Expires Mar 19, 2023 l4 No ary Public Signature Notary Public Seal City of Santa Ana RFP Page A3-1 Appendix ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. 2. If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. Firm Kleinfelder, Inc. Signed and Printed Name: Title Project Manager / PC ipal Agent Date September 30, 2020 Dany Hanna, PE City of Santa Ana RFP Page A3-2 Appendix ATTACHMENT 3-3: NON-DISCRIMINATION CERTIFICATION CERTIFICATIONS The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: 1. The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted City of Santa Ana RFP Page A3-3 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: Title: Project Manager / Principal Agent Firm: Kleinfelder, Inc. Date: September 30, 2020 City of Santa Ana RFP Page A3-4 Appendix ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. 2. If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. Firm Signed and Printed Name: Title Date Kreetha Mekchai City of Santa Ana RFP Page A3-2 Appendix ATTACHMENT 3-3: NON-DISCRIMINATION CERTIFICATION CERTIFICATIONS The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: 1. The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted City of Santa Ana RFP Page A3-3 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: Title: CEO/President Firm: TransMat Inc. Date: 09-24-2020 City of Santa Ana RFP Page A3-4 www.kleinfeldff.com EXHIBIT C PROFESSIONAL / ADMINISTRATIVE STAFF RATES ProjectManager...................................................................................................................... $ 186.95 / hr. Project Administrator............................................................................................................... $ 115.91 / hr. TECHNICAL STAFF RATES Field Soils & Materials Tester: Prevailing Wage Group 1......................................................... $ 168.69 / hr. Special Inspection & Batch Plant: Prevailing Wage Group 2................................................... $ 173.76 / hr. Non-destructive Testing: Prevailing Wage Group 3................................................................. $ 179.46 / hr. Special Inspector & Materials Tester: Non -Prevailing Wage .................................................... $ 94.25 / hr. *Please see the attached Basis of Charges for all additional fee schedule information. Kleinfelder Fee Schedule for the City of Santa Ana Revised 05/2021 BASIS OF CHARGES 1. A two-hour show up minimum charge will be made for all field services where work is cancelled less than two hours prior to the requested start time. A four-hour minimum charge will be made for any field services in excess of two hours. An eight -hour minimum charge will be made for field services in excess of four hours per day. 2. Time worked in excess of 8 hours per day (Monday - Friday) and up to 12 hours per day on Saturday will be charged at 1.5 times the hourly rate. Time worked in excess of 12 hours per day (Monday — Saturday) and all time worked on Sundays and holidays will be charged at 2 times the hourly rate. 3. Per diem will be charged at cost for all projects in excess of 50 miles from the nearest Kleinfelder office. 4. Office support staff, field inspection non -prevailing wage staff, and laboratory testing rates will be escalated 3% annually on October 1 st for the duration of the contract. 5. Field inspection staff subject to prevailing wages per the DIR will be escalated 3% annually on July 1 st for the duration of the contract. 6. Vehicle mileage will be charged at the current IRS reimbursement rate portal-to-portal from the nearest Kleinfelder office. 7. The proposed fee includes standard invoicing with time detail summary. Additional administrative time will be charged if invoice backup information (timesheets, daily field reports, or work summaries) is requested. 8. Certified payroll for prevailing wage projects will be provided only if requested and will be subject to additional charges for administrative time for each pay period. Kleinfelder Basis of Charges for the City of Santa Ana Revised 05/2021 SOIL TESTS SOIL DENSITY TESTS Test Standard Test Methodt Fee Standard Proctor D698, T99 $ 245 each Modified Proctor D1557, T180 $ 245 each Proctor Check Point T272 $ 140 each Proctor Oversize Correction D4718 $ 75 each Treated Soil Proctor D558 $ 320 each Minimum and Maximum Relative Density D4254, D4253 $ 425 each Maximum Density by Vibratory Hammer D7382 $ 550 each Moisture/Density, TEX 113-E TEX113-E $ 275 each Moisture/Density, TEX 114-E TEX114-E $ 275 each California Impact, CT 216, Dry Method CT216 $ 225 each California Impact, CT 216, Wet Method CT216 $ 225 each SOIL CLASSIFICATION AND INDEX TESTS Test Standard Test Methodt Fee Visual Classification D2488 $ 30 each Sieve Analysis, % Finer than 200 Sieve D1140 $ 90 each Sieve Analysis, Fine D422, D6913, T88 $ 130 each Sieve Analysis, Coarse D422, D6913, T88 $ 130 each Sieve Analysis, Coarse and Fine D422, D6913, T88 $ 165 each Hydrometer Analysis (Requires a Sieve Analysis, not included) D422, D7928 $ 185 each Water Content D2216, D4363, T265 $ 25 each Water Content and Dry Unit Weight D2216, D2937, D7263 $ 45 each Atterberg Limits, Single Point D4318-B, T89, T90 $ 120 each Atterberg Limits, Multiple Point D4318-A, T89, T90 $ 185 each Atterberg Limits, Liquid Limit Only D4318, T90 $ 115 each Soil Specific Gravity D854, T100 $ 225 each Soil Organic Content D2974-C $ 125 each Fiber Content of Peat Soils D1997 $ 270 each Pinhole Dispersion Classification D4647 $ 525 each Soil pH D4972, G51 $ 60 each Double Hydrometer for Dispersive Soils D4221 $ 275 each Soil Resistivity G187 $ 160 each Chloride Content $ 70 each Sulfate Content $ 60 each Thermal Resistivity, Per Point D5334, IEEE 422 $ 325 each Thermal Resistivity, Dry -Out Curve D5334, IEEE 422 $ 950 each SOIL BEARING PRESSURE TESTS Test Standard Test Methodt Fee California Bearing Ratio, Single Point (proctornotinciuded) D1883, T193 I $ 350 each California Bearing Ratio, 3 Points (proctornotinciuded) D1883, T193 $ 650 each tCommon ASTM, AASHTO and DOT test methods. • Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods. Page 1 of 8 All rates are subject to a 3% annual increase beginning October 1, 2021. SOIL TESTS (continued) SOIL BEARING PRESSURE TESTS (continued) Test Standard Test Methodt Fee Resistance R-Value D2844 $ 325 each Resistance R-Value of Treated Material D2844 $ 375 each Rock Correction for R-Value D2844 $ 85 each Stabilized Soil UC Strength, 1 Point (proctor not included) D1633, D5102 $ 175 each Stabilized Soil UC Strength, Set of 3 D1633, D5102 $ 950 each CT373, 1 Lime Content, w/o Opt. Moist. CT373 $ 175 each CT373, 1 Lime Content CT373 $ 370 each CT373, 3 Lime Contents CT373 $ 1,100 each Eades and Grim Test (Opt. Lime Content) C977 $ 195 each Resilient Modulus T307 $ 475 each CTB Strength, Individual Specimen $ 185 each CTB Strength, Set of 3, Without Design $ 420 each CTB Complete Mix Design $ 6,500 each SOIL STRENGTH AND PERMEABILITY TESTS Test Standard Test Methodt Fee Pocket Penetration Value $ 30 each Unconfined Compressive Strength D2166, T208 $ 140 each Direct Shear, 1 Point D3080, T236 $ 150 each Direct Shear, 3 Points D3080, T236 $ 390 each Direct Shear, Residual Strength, Each Pt D3080-Modified $ 250 each Consolidation without Time Rate Plots D2435-Modified $ 345 each Consolidation with 2 Time Rate Plots D2435-A, T216-A $ 450 each Consolidation, All Loads with Time Rates D2435-B, T216-B $ 630 each Collapse Potential D5333 $ 250 each One Dimensional Swell — Wetting After Loading, Series D4546-A $ 300 each One Dimensional Swell — Wetting After Loading D4546-B $ 175 each One Dimensional Swell — Loading After Wetting D4546-C $ 475 each Expansion Index D4829 $ 195 each Denver Swell Test $ 125 each Permeability, Rigid Wall D2434 $ 450 each Permeability, Flexible Wall D5084-C $ 390 each Triaxial Compression, CU, 1 Point D4767, T297 $ 500 each Triaxial Compression, CU, 3 Points D4767, T297 $ 1,350 each Triaxial Compression, UU, 1 Point D2850, T296 $ 210 each Triaxial Compression, UU, 3 Points D2850, T296 $ 630 each Triaxial Compression, UU Saturated, 1 Point D2850-Modified $ 300 each Triaxial Test, TEX117E, Part I TEX117E $ 1,950 each Triaxial Test, TEX117E, Part 11 TEX117E $ 1,950 each tCommon ASTM, AASHTO and DOT test methods. • Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods. Page 2 of 8 All rates are subject to a 3% annual increase beginning October 1, 2021. AGGREGATE TESTS Test Standard Test Methodt Fee Acid Solubility $ 185 each ASR Reactivity, Long Method C227, C1293 $ 1,850 each ASR Reactivity, Short Method C1260, C1567 $ 950 each Cleanness Value CT227 $ 165 each Clay Lumps and Friable Particles, per size *(see note below) C142, T112 $ 105 each Coarse Specific Gravity & Absorption C127, T85 $ 85 each Fine Specific Gravity & Absorption C128, T84 $ 145 each Coarse Durability D3744, T210 $ 150 each Fine Durability D3744, T210 $ 150 each Flat and Elongated Particles, per size *(see note below) D4791 $ 95 each Fractured Faces, per size *(see note below) D5821, T335 $ 105 each Lightweight Pieces (Per specific gravity of heavy liquid) C123, T113 $ 330 each Los Angeles Abrasion, Large Aggregate C535 $ 200 each Los Angeles Abrasion, Small Aggregate C131, T96 $ 200 each Mortar Sand Strength C87, CT515 $ 650 each Organic Impurities C40, T21 $ 75 each Sand Equivalent, 1 point D2419, T176 $ 100 each Sand Equivalent, 3 points D2419, T176 $ 150 each Sieve Analysis, % Finer than 200 Sieve C117, T11 $ 90 each Sieve Analysis, Fine C136, T27 $ 130 each Sieve Analysis, Coarse C136, T27 $ 130 each Sieve Analysis, Coarse and Fine C136, T27 $ 165 each Soundness of Aggregate, per size *(see note below) C88, T104 $ 150 each Unit Weight C29, T19 $ 65 each Water Content D2216, C566, T255 $ 25 each Texas Wet Ball Mill TEX116E $ 300 each Decantation Wash TEX406A $ 90 each Uncompacted Void Content of Fine Aggregate C1252, T304 $ 140 each *Tests are billed by each size fraction tested. The quantity of fractions tested is dependent on the sample gradation and test method. FILTER MEDIA TESTS Test Standard Test Methodt Fee Filter Media, Sieve Analysis (includes d10, d60, es, cu) AWWA B100 $ 185 each Filter Media, Mohs Hardness AWWA B100 $ 185 each Filter Media, Percent Silica $ 200 each Acid Solubility AWWA B100 $ 185 each tCommon ASTM, AASHTO and DOT test methods. • Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods. Page 3 of 8 All rates are subject to a 3% annual increase beginning October 1, 2021. CONCRETE TESTS Test Standard Test Methodt Fee Concrete Compression C39 $ 32 each Concrete Core Compression C42 $ 85 each Concrete Flexural Strength C78 $ 105 each Hydraulic Cement Mortar Compression C109 (field cast) $ 32 each Concrete Drying Shrinkage, set of 3 C157 $ 510 Each Concrete Core Thickness C174 $ 45 each Concrete Laboratory Trial Batch* C192 $ 1,350 each Concrete Time of Set by Penetration Resistance C403, C191 $ 2,400 each Concrete Modulus of Elasticity C469 $ 350 each Concrete Splitting Tensile Strength C496 $ 105 each Concrete Absorption C497, C642 $ 160 each Concrete Cylinder Unit Weight C567 $ 160 each Non -Shrink Grout Compression C1107, C579 $ 32 each Shotcrete Compression C1140, C1604 $ 85 each Concrete Chloride Ion Penetration C1202 $ 750 each Concrete Paving Slab Modulus of Rupture C1782 $ 750 each Concrete Direct Tensile D2936, CRD C164 $ 500 each CLSM Compression D4832 $ 45 each *Includes 6 cylinders 4x8 or 6x12 or 6 flex beams, additional cylinders, beams, or shrinkage prisms charged at individual unit rates ROLLER COMPACTED CONCRETE TESTS Test Standard Test Methodt Fee RCC Compression C1435/C39 $ 65 each RCC Air Content C1849 $ 50 each RCC Unit Weight C1849 $ 50 each RCC Consistency and Density VeBe) C1170 $ 1,600 each RCC Accelerated Cure C1768 - modified $ 750 each RCC Trial Batch ACI 211.1 $ 4,800 each RCC Aggregate Mixing ACI 211.1 $ 2,000 each MASONRY TESTS Test Standard Test Methodt Fee Masonry Grout Compression C1019, C942 $ 32 each Masonry Mortar Compression C270, C780 $ 32 each Masonry Core Compression and Shear CA DSA $ 170 each Masonry Prism Compression C1314 $ 125 each CMU Absorption and Received Moisture C140 $ 100 each CMU Compression C140 $ 105 each CMU Dimension Verification C140 $ 45 each CMU Lineal Shrinkage C426 $ 250 each CMU/Seg. Retaining Wall Unit Freeze -Thaw C1262 $ 1,750 each tCommon ASTM. AASHTO and DOT test methods. • Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods. Page 4 of 8 All rates are subject to a 3% annual increase beginning October 1, 2021. ROCK TESTS Test Standard Test Methodt Fee Rock Sample Preparation D4543 $ 100 each Rock Direct Shear, 1 Point D5607 $ 350 each Rock Mohs Hardness IRSM $ 45 each Rock Point Load Index, per Point* D5731 $ 55 each Rock Slake Durability D4644 $ 200 each Rock Splitting Tensile/Brazilian, per Point* D3967 $ 100 each Rock Direct Tensile D2936 $ 250 each Rock Triaxial Compression D7012-A $ 420 each Rock Triaxial Compression w/Modulus of Rupture D7012-B $ 560 each Rock Unconfined Compression D7012-C $ 250 each Rock Unconfined Compression w/Modulus of Rupture D7012-D $ 500 each Above testing fees include routine sample preparation (end grinding) and sample photographs *Point load andsplitting tensile test fees are per break, not per set of 10. ASPHALT TESTS BINDER TESTS Test Standard Test Methodt Fee Absolute Viscosity D2171 $ 220 each Bitumen Penetration D5 $ 85 each Kinematic Viscosity D2170 $ 200 each Recovery by Roto-Vapor D5404 $ 365 each Softening Point, Ring & Ball D36 $ 105 each Bitumen Recovery by Abson Method D5404 $ 375 each Ductility of Bitumen D113 $ 130 each Resilience of AR Binders D5329 $ 80 each EMULSION TESTS Test Standard Test Methodt Fee Emulsion Elastic Recovery D6084, T301 $ 260 each Emulsion Settlement D6930, T59 $ 235 each Emulsion Sieve Test D6933, T59 $ 105 each Emulsion Storage Stability D6930, T59 $ 185 each Emulsion Torsional Recovery CT332 $ 160 each Particle Charge D7402, T59 $ 105 each Residue by Evaporation D6934, T59 $ 115 each Sa bolt Viscosity D7946, T59 $ 160 each tCommon ASTM. AASHTO and DOT test methods. • Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods. Page 5 of 8 All rates are subject to a 3% annual increase beginning October 1, 2021. ASPHALT TESTS (continued) MIX PROPERTY TESTS Test Standard Test Methodt Fee Air Voids Determination (calculation only) D3203, AI-MS-2 $ 60 each VMA Determination (calculation only) AI-MS-2, CT-LP-2 $ 55 each VFA Determination (calculation only) AI-MS-2, CT-LP-2 $ 55 each Volumetric Properties (calculation only) AI-MS-2, CT-LP-2 $ 55 each AC Moisture Content T329 $ 60 each Gradation of Extracted Aggregate D5444 $ 125 each AC Content by Extraction D2172 $ 220 each AC Content by Ignition Oven D6307, T308 $ 160 each AC Ignition Oven Calibration (determination of mix correction) D6307 $ 350 each Hveem Stability D1560 $ 350 each Hveem Stability without Compaction D1560 $ 185 each Marshall Stability and Flow (does not include compaction) D6927 $ 175 each AC Swell CT305 $ 500 each Slurry Seal Wet Track Abrasion D3910, ISSA TB100 $ 350 each DESIGN AND DENSITY TESTS Test Standard Test Methodt Fee AC Core Thickness D3549 $ 15 each AC Core Unit Weight & Thickness D1188, D2726, D3549 $ 55 each Unit Weight, Gyratory Method T312 $ 325 each Unit Weight, Hveem Method D1561 $ 310 each Unit Weight, Marshall Method D6926 $ 225 each Maximum Theoretical Specific Gravity D2041 $ 165 each Moisture Induced Damage T283 $ 1,470 each Moisture Vapor Susceptibility CT307 $ 600 each Hamburg Wheel Track, Set of 2 T324 $ 1,100 each Index of Retained Strength D1075 $ 1,250 each Indirect Tensile Strength (does not include compaction) D6931 $ 1,050 set/3 Indirect Tensile Strength of Cored Specimen D6931 $ 350 each Caltrans Tensile Strength Ratio CT371 $ 2,000 each Caltrans Opt Bitumen Content OGFC CT368 $ 1,850 each Centrifuge Kerosene Equivalent CT303 $ 300 each Film Stripping CT302 $ 150 each Mix Design, Hveem Method w/RAP CT367 $ 7,800 each Mix Design, Hveem Method CT367 $ 6,000 each Mix Design, Marshall Method AI-MS-2 $ 3,250 each Mix Design, Superpave Method AI-MS-2 $ 7,500 each tCommon ASTM, AASHTO and DOT test methods. • Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods. Page 6 of 8 All rates are subject to a 3% annual increase beginning October 1, 2021. METAL TESTS BOLT TESTS Test Standard Test Methodt Fee Bolt Assembly Suite (Bolt, Nut, Washer) * F606 $ 225 each Bolt Hardness E18 $ 30 each Bolt Proof Load F606 $ 45 each Bolt Wedge Tensile F606 $ 45 each Nut Hardness E18 $ 30 each Nut Proof Load F606 $ 45 each Washer Hardness E18 $ 30 each *An 'assembly' is one bolt, one nut and one washer. The suite consists of a bolt wedge tensile test, bolt and nut proof load tests, and hardness tests on all three pieces. REINFORCING BAR TESTS Test Standard Test Methodt Fee Bend A370,E290 $ 45 each Rebar Tensile, up to No. 11 A370, E8 $ 95 each Rebar Tensile, No. 14 and No. 18 A370, E8 $ 200 each Rebar Coupler Slip A370, A1034, CT670 $ 150 each Rebar Coupler Tensile, up to No. 11 A370, A1034, CT670 $ 90 each Rebar Coupler Tensile, No. 14 and No. 18 A370, A1034, CT670 $ 200 each CT670 Strain (Elongation) CT670 $ 20 each Headed Rebar Tensile, up to No. 11 A370, A970 $ 90 each Headed Rebar Tensile, No. 14 and No. 18 A370, A970 $ 200 each Modulus of Elasticity* A370 $ 125 Each Epoxy Coating Thickness A775, A934 $ 100 each Epoxy Coating Continuity — Holiday Test A775, A934 $ 100 each Epoxy Flexibility - Bending A775, A934 $ 75 each In addition to the testing fee. METAL TESTS Test Standard Test Methodt Fee PT Strand Tensile A370, A1061 $ 165 each Anchor Bolt Tensile, up to 1.5" dia. F1554 $ 150 each Anchor Bolt Tensile, greater than 1.5" dia. F1554 $ 250 each Reduced Section Tensile* A370 $ 125 each Rockwell Hardness E18 $ 30 each Macroetch E381 $ 250 each Charpy Impact, Set of 3 ** A370, A673 $ 375 each Galvanization Thickness B499, E376 $ 25 each Fireproofing Density E605 $ 75 each *Machining testspecimens is not included. Additional fees for stress -strain diagram. **Machining testspecimens is not included. Additional fees will be assessed for testing at temperatures other than 40*F. 'Common ASTM, AASHTO and DOT test methods. • Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods. Page 7 of 8 All rates are subject to a 3% annual increase beginning October 1, 2021. DIMENSION STONE AND ROOFING MATERIAL TESTS DIMENSION STONE Test Standard Test Methodt Fee Dimension Stone, Absorption/Specific Gravity C97 $ 220 set/5 Dimension Stone, Compressive Strength C170 $ 220 set/5 Dimension Stone, Flexural Strength C880 $ 220 set/5 Dimension Stone, Modulus of Rupture C99 $ 220 set/5 MISCELLANEOUS TESTS MISCELLANEOUS TESTS Test Standard Test Methodt Fee Hydraulic Ram Verification E4 $ 315 each Tensile and Elastic Modulus Polymer Composite Materials D3039 $ 650 set/5 SAMPLE PREPARATION SAMPLE PREPARATION Test Standard Test Methodt Fee Rock Sample Preparation D4543 $ 100 each Sample Crushing $ 150 each Sample Cutting and Trimming $ 35 each Sample Mixing and Processing $ 105 each Sample Preparation $ 55 each Sample Preparation, per hour $ 105 each Sample Remolding $ 80 each Contamination Fee $ 250 each Sample Disposal Fee $ 10 each tCommon ASTM, AASHTO and DOT test methods. • Those beginning with A, B, C, D, E, F, or G are ASTM methods. • Those beginning with T are AASHTO methods. Page 8 of 8 All rates are subject to a 3% annual increase beginning October 1, 2021. AGREEMENT TO PROVIDE ON -CALL MATERIAL TESTING AND SPECIAL INSPECTION SERVICES THIS AGREEMENT is made and entered into this 6thth day of July, 2021 by and between RMA Group ("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On September 2, 2020, the City issued Request for Proposal No. 20-111, by which it sought qualified consultants to provide on -call material testing and special inspection services for the City's Public Works Agency. B. Consultant submitted a responsive proposal that was among those selected by the City. Consultant represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 20-111. C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES On an on -call basis, and at the City's sole discretion, Consultant shall perform the services described in the scope of work that was included in RFP No. 20-111, which is attached as Exhibit A, and as more specifically delineated in Consultant's proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City neither warrants nor guarantees any minimum or maximum compensation to Consultant under this Agreement. Consultant shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit C. Consultant is one of three (3) consultants selected to provide services on an on -call basis under RFP No. 20-111. The total compensation for these services provided by all such consultants selected under RFP No. 20-111 shall not exceed the shared aggregate amount of $1,000,000 during the term of the Agreement, including any extension periods. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate on July 5, 2024, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for two 1-year periods upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Consultant 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 being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). Consultant shall require all subconsultants to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subconsultant prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Prior to undertaking performance of work under this Agreement, Consultant shall maintain and shall require its subconsultants, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Consultant shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Consultant's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $1,000,000 per occurrence, with $2,000,000 in the aggregate. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. Worker's Compensation Insurance. In accordance with the California Labor Code, Consultant, if Consultant has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Consultant agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Consultant is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $1,000,000 per claim with $2,000,000 in the aggregate. e. The following requirements apply to the insurance to be provided by Consultant pursuant to this section: (i) Consultant shall maintain all insurance required above in full force and effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. (iii) Certificates and policies shall state that the policies shall not be cancelled or reduced in coverage or changed in any other material aspect, by Consultant, without thirty (30) days prior written notice to the City. (iv) Consultant shall supply City with a fully executed additional insured endorsement. f. If Consultant fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Consultant's right to be paid for its time and materials expended prior to notification of termination. Consultant waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, Consultants, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant or its subconsultants, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. 10. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement. 11. CONFIDENTIALITY If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Consultant covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) Santa Ana, CA 92702-1988 Fax: (714) 647-6956 Executive Director Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Consultant: Slawek Dymerski, PE, GE Vice President/ Principle -in -Charge RMA Group. 1210 E. 223rd Street, Suite 319 Carson, CA 90745 A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the' City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other Consultants retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 20. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: DAISY GOMEZ Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By: Ig" -f. 'L JMN M. FUNK Sr. Assistant City Attorney RECOMMENDED FOR APPROVAL NABIL SABA, PE Executive Director Public Works Agency CITY OF SANTA ANA KRISTINE RIDGE City Manager CONSULTANT Name: Title: permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: DAISY GOMEZ Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By: 7g, -f-L- JOWN M. FUNK Sr. Assistant City Attorney RECOMMENDED FOR APPROVAL NABIL SABA, PE Executive Director Public Works Agency CITY OF SANTA ANA KRISTINE RIDGE City Manager CONSULTANT W"tiv-111 Name: on Title: President EXHIBIT A Appendix ATTACHMENT 1 SCOPE OF WORK CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR TESTING AND SPECIAL INSPECTION SERVICES RFP NO.20-111 INTRODUCTION/BACKGROUND Under the City of Santa's Capital Improvement Program, a number of construction projects will take place in the next few years. These projects include street pavement, traffic signals, underground utilities, buildings, bridges and park facility improvements. The total value of construction is estimated to exceed $100 million. In order to maintain high quality of construction, the City intends to retain testing and inspection firms to provide quality assurance services for those projects. The selected firms are expected to provide testing and inspections for construction activities involving grading, soils, base material, concrete, masonry, asphalt concrete, structural steel, reinforcing steel, painting and to provide other quality assurance services when required. The purpose of this RFP is to solicit proposals from quality control consulting firms for the required services. The selected consultant is expected to enter into an agreement with the City to provide services on an as -needed basis. Prime consultant mark-ups for sub -consultant work will not be allowed. All proposals, plans, drawings, specifications, estimates, grant applications, modeling, studies, presentations, and/or reports will be subject to the final approval and satisfaction of the City. The selected consultants must have the expertise, experience, and demonstrated resources available to perform the work described in this RFP. The City desires to enter into Agreements with multiple top-ranking firms for an initial three (3)- year term, with a City option to exercise one (1), two (2)-year extension period. The annual amount to be expended under the Agreement will vary at the City's discretion and will be dependent on available funding. City of Santa Ana RFP 20-111 Page Al-1 A. SCOPE OF SERVICES The required services shall include, but not be limited to, the following: ♦ Provide field inspections and compaction tests for grading, trench backfill and asphalt concrete pavement construction according to the project special provisions, the Standard Specifications for Public Works Construction ("Green Book") and Caltrans Standard Specifications. Submit daily field reports to the City and a final report after work is completed. ♦ Provide inspections for installation of precast and cast in -place concrete, welding, high strength bolts, structural steel, masonry, painting and other types of work in accordance with the California Building Code (CBC) and the contract documents. Submit field reports to the City immediately after inspections are completed. All deputy inspectors shall register with the City's Planning and Building Agency prior to start inspection. ♦ Perform tests on various construction materials as required by the City. Available tests may include the following: o Mix Designs o Concrete o Concrete Blocks o Brick Masonry o Masonry Prisms o Mortar and Grout o Fireproofing o Soils and Aggregates o Asphalt Concrete o Reinforcing Steel o Environmental ♦ Inspectors who perform work in confined areas or at elevated levels shall be certified or trained for confined space and fall protection. ♦ Recommend testing method on defective work and advise the City of acceptance standards. ♦ Provide source inspection for concrete and asphalt concrete at mixing plants, and inspection for other materials at their source as required by the project specifications. ♦ Provide other quality control services as requested by the City. ♦ Field reports shall be submitted daily to the City. Submit and distribute typed inspection and testing reports to the City's Public Works Agency and the Planning and Building Agency in accordance with "Green Book" and "CBC" requirements and to other concerned parties within a week after the work is performed. City of Santa Ana RFP 20-111 Page Al-2 ♦ Submit a final report to the City within five working days upon completion of each project. B. SPECIAL REQUIREMENTS Since some of the city projects will be funded by Federal or State grants, the selected consulting firm must comply with requirements of Caltrans' construction manual and the following: Certificate of Personnel ♦ The personnel who will conduct the sampling and testing must be certified. They can be certified by Caltrans' District Materials Engineer, by the National Institute Certification of Engineering Technologies, or by other authority acceptable by the Construction Engineer of the City to be proficient in accepting sampling and testing. ♦ A copy of each person's certificate must be on file in the office of the Construction Engineer. The certificate shall list the type of work which the individual is authorized to perform. ♦ The testing laboratory must be under the supervision of a registered engineer with experience in inspection and testing of construction materials. This engineer shall certify the results of all tests performed by the lab personnel under his/her supervision. ♦ The selected firm must maintain the laboratory testing equipment in accordance with recognized national standards. ♦ The selected firm must have an independent assurance testing and sampling program. This program can be performed either by their own personnel not involved in the acceptance testing and sampling, or by another quality assurance organization. ♦ Correlation Testing Program: The Materials Laboratory shall be a participant in one or more of the following testing programs: ♦ AASHTO Materials Reference Laboratory (ARML) ♦ Cement and Concrete Reference Laboratory (CCRL) ♦ Caltrans' Reference Samples Program (RSP) Acceptance Testing and Sampling ♦ The selected testing laboratory shall conduct acceptance testing of materials on the first day when work is performed, and continues daily until the work is completed. City of Santa Ana RFP 20-111 Page Al-3 Reporting Test Results ♦ When aggregate sample is taken in the material source, the testing firm shall submit to the Resident Engineer results of sand equivalent, cleanness value and sieve analysis within 24 hours. When soils and aggregate samples are taken at the job site, results of these tests should be submitted within 72 hours. ♦ Results of compaction and density tests taken at the job site should be submitted within 24 hours. ♦ When samples of soils and asphalt concrete are taken at the job site, R-value and result of asphalt extraction test should be submitted within 96 hours. Independent Assurance Sampling and Testing The selected firm shall establish and maintain an Independent Sampling and Testing (ISAT) program: ♦ To verify that the project sampling and testing are performed correctly by the testers and samplers. ♦ To ensure the equipment is properly calibrated. ♦ To provide the City with a copy of the program to ensure that the program is carried out. ♦ To provide the Resident Engineer with a report indicating actions to be taken by the selected testing firm when discrepancies are found between ISAT and acceptance tests (AT). C. CITY RESPONSIBILITIES ♦ Furnish construction plans and specifications to the consultant. ♦ Coordinate with the contractor regarding work schedule and notify the consultant 24 hours in advance for the required inspections and tests. D. SPECIAL REQUIREMENTS (ATTACHMENT 4) ♦ This project may utilize California Department of Transportation (Caltrans) funds and shall therefore comply with all state and federal requirements. The below referenced forms included in Attachment 4 (Additional Provisions) of the Appendix must be completed in their entirety and submitted with your proposal: LAPM Exhibit 10-H: Sample Cost Proposal City of Santa Ana RFP 20-111 Page Al-4 • LAPM Exhibit 10-01: Consultant Proposal DBE Commitment • LAPM Exhibit 10-02: Consultant Contract DBE Commitment • LAPM Exhibit 10-K: Consultant Certification of Contract Costs and Financial management System Please reference Caltrans Local Assistance Procedure Manual, Consultant Selection, Chapter 10, for further instructions and guidelines pertaining to the completion of these forms: https://dot.ca.gov/-/media/dot-media/programs/local- assistance/documents/lapm/ch 1 O.pdf COMPLIANCE WITH REQUIREMENTS OF FUNDING AGENCY: This agreement may be funded with state and/or federal grant funds administered by Caltrans. Proposer shall comply with all requirements as they pertain to the use of these funds. Refer to Attachment 4 for Caltrans required forms, including Exhibit 10-H — Sample Cost Proposal (112 for On -Call Contracts) in the Appendix of this RFP. DISADVANTAGED BUSINESS ENTERPRISES (DBE) GOAL: The Agency has established a DBE goal for this Contract. Proposers are encouraged to obtain DBE participation for this contract. Refer to Exhibit 10-I — Notice to Proposers DBE Information included in the Appendix of this RFP. Proposers must submit Exhibits 10-01 & 10-02 — Consultant Proposal & Contract DBE Commitment to demonstrate compliance with Agency's DBE goal. CONSULTANT AUDIT AND REVIEW PROCESS: Prior to contract award and dependent on contract award amount, the selected Consultant shall be subject to an audit or review by Caltrans' Audit and Investigations (A&I), other state audit organizations, or the federal government. The selected Consultant shall complete Exhibit 10-K — Consultant Annual Certification of Indirect Costs and Financial Management System for all prime and sub -consultants in the Appendix of this RFP. To independently download any of the Caltrans Exhibits required per this RFP, visit: https:Hdot. ca. gov/pro grams/local-assistance/forms/local-assistance-procedures-manual-forms City of Santa Ana RFP 20-111 Page Al-5 EXHIBIT B 171 RMA Group EveryProject Matters I www.rmacompanies.com 1210 E. 223RD STREET, CARSON, CA 90745 September 30, 2020 20-1600-P WRMA Group Every Project Matters I www.rmocompanies.com Mr. Sean Thomas September 30, 2020 City of Santa Ana RMA Group No: 20-1600-P Public Works Agency M-36 20 Civic Center Plaza I Ross Annex Santa Ana, CA 92701 SUBJECT: RFP NO. 20-111 1 MATERIALS TESTING AND SPECIAL INSPECTION SERVICES Dear Mr. Thomas: We're pleased to present our firm's qualifications to you for this RFP to highlight our extensive experience with On -Call contracts as well as our ability to perform services that conform with local agency quality assurance programs and funding agency requirements. Whiletherearea numberof consultantswho are capable of performing these services, RMA Group has an unmatched combination of experienced personnel, resources, and proprietary project controls which sets us apart from our competition and uniquely positions us to assist you in successfully delivering your projects. RMA Group has extensive experience in pavement, roadway improvement, and municipal projects having provided on -call services for cities and agencies throughout the state, encompassing not only materials testing and special inspection, but also geotechnical engineering expertise. Our ability to cross-reference our knowledge on either discipline allows RMA Group the flexibility to expeditiously perform in a time and budget -effective manner. EXECUTIVE SUMMARY Our proposal will illustrate: • Our full -service laboratory's proximity to the City's service area and our staff's knowledge of local conditions and familiarity with permitting processes; • Our extensive experience executing services for on -call projects for multiple agencies and districts while maintaining our highest standards in maintaining quality control over processes and procedures; • Our firm's project approach to RMA Group's proven experience working with Task Orders and our availability to respond promptly to requests; and • Our project management tools that enable us to ensure our deliverables are prepared in accordance to the project specifications while controlling budgets and schedules. THE RMA GROUP DIFFERENCE RMA Group has provided a wide range of on -call services to numerous public agencies throughout California. Our clientele includes water districts, cities, counties, schools, transportation authorities, and various state agencies including Caltrans. We understand the issues that are critical to our clients and have developed proactive solutions and tools that enable us to respond quickly to requests for geotechnical services and allow us to perform the services efficiently and accurately. THE RMA GROUP TEAM I will serve as Principal -In -Charge and will be supported by Mr. Raymond Roblero who will act as our Project Manager. Based out of our Carson office, Ray is knowledgeable about project specifications, materials testing and inspection requirements, financial and safety concerns, and general project approach for projects of the type listed in the scope of work. Our full -service team will be able to provide your staff with seamless execution of your task order needs with comprehensive test results. We are confident that our project profiles / statement of qualifications will prove our commitment to superior quality of service. As the Vice President of RMA Group, I am empowered to contractually obligate, clarify information, and negotiate the contract on behalf of our firm. We have reviewed the Contract Agreement Statement and have no concerns regarding the existing provisions contained in the document. We look forward to partnering with you to achieve success on your projects and we thank you for your consideration. Sincerely, Slawek Dymerski, PE, GE Vice President / Principal -In -Charge 1210 E. 223RD STREET, CARSON, CA 90745 T: 310.684.4854 F: 310.861.1117 www.rmacompanies.com FIRM AND TEAM EXPERIENCE INTRODUCTION RMA Group has provided geotechnical engineering, materials testing, and construction inspection services throughout Southern California since 1962. The firm has always had a strong focus on public works construction materials testing and geotechnical engineering and has participated in the design and construction of much of the infrastructure that supports growing local communities. There are three reasons in particular that the RMA Group team is the best choice for your projects: Experienced, Proactive Staff Extensive Experience on On -Call Contracts Extensive City and County Experience in Southern California A Project Manager with Experience for Processes, Task Management, and Budget Control Full -service capabilities and resources Laboratory Located less than 35 Minutes of City of Santa Ana locations. Fully Accredited and Certified to Perform Testing Required for the Contract Budget awareness Budget and Schedule Management with the use of RMA Group's own Proprietary Software that Ensures Real -Time Accounting of Project Activity Today, RMA Group has grown to become the leader in California for construction materials testing. RMA Group's local resources ensure that your projects will receive accurate, timely test results in Hours not Days: We have the current capacity to dispatch more than 160 inspectors and technicians every day throughout Southern California RMA Group owns more Nuclear Gauges than any other laboratory in California with 85 gauges available locally. We dispatch more trained soils and concrete technicians each day than any other company in Southern California. The RMA Group team is experienced in all phases of planning, design, and construction of street pavement, traffic signals, underground utilities, buildings, bridges and park facility improvements, and other related projects. Our field and laboratory resources, our knowledge and experience, and our proactive culture make RMA Group the best team for your projects. Our staff consists of registered geotechnical engineers and engineering geologists that provide our firm with comprehensive design capabilities. RMA Group's geotechnical and geologic design services include preliminary geotechnical investigations, foundation studies, fault investigations, liquefaction analysis, Phase I Environmental Site Assessments, and geotechnical and geologic review of grading and foundation plans. Our inspectors and technicians are highly qualified to perform all the services anticipated to be part of this contract. They are experienced, cross -trained, and hold multiple certifications (including NICET, ICBO, ACI, Caltrans, OSHPD, and DSA) to inspect the diverse elements of construction projects simultaneously. This allows us to provide inspection services for projects in a highly efficient manner reducing the overall cost of inspection and testing programs. Our local resources will provide the City of Santa Ana with experienced and highly qualified engineers, geologists, ICC special inspectors, public works inspectors, and soils and materials testing technicians for public works inspection. The key individuals proposed for this project have more than 25 years average experience on various major construction projects and bring a combination of skills and knowledge that will be an asset to the contract's projects. We anticipate that some projects might require outside services. In managing team subconsulants, RMA Group's Project Manager oversees the respective firm's activities that have been contracted and verifies that quality, scheduling and budgets are maintained per the project parameters. No test results, reports, or other deliverable are received by the client before it is vetted by the RMA Group Project Manager. Much like the manner in which RMA Group maintains its corporate culture of project control, quality, and efficiency, so do our subconsultants integrate their services to be a reflection of the team's processes and procedures. RFP NO: 20-111 I MATERIALS TESTING & SPECIAL INSPECTION SERVICES Page 1 CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 � �'�� "P/ RMA Group Every Project Matters I www. rmacomponies.com FIRM AND TEAM EXPERIENCE LABORATORY CAPABILITIES RMA Group maintains the most comprehensive state of the art laboratory resources available in California. We own and operate full -service construction materials testing facilities located in Rancho Cucamonga, San Jose, Rancho Cordova, Concord, and San Diego. Services for this contract will be delivered from our office and laboratory in Carson with back-up services provided from our office and laboratory location in Carson, CA. Our laboratory facilities are fully equipped to perform Portland cement concrete, masonry, hot mix asphalt, soils, aggregates, structural steel, reinforcing steel, spray fire -resistive materials, and geotechnical engineering application testing for any project which allows us to control the scheduling and priority of all testing and to never rely on an unrelated third party to deliver test results. Our laboratories have sample receiving areas and are equipped with moist curing rooms, fume hoods, compressed air, deionized water, and other general utilities required for certified facilities. Our moist curing rooms are walk-in storage units with controlled temperature and relative humidity. Our asphalt laboratories are at the cutting edge of the latest technologies performing mix design tests utilizing the Gyratory compactor and rut testing of asphalt mixes utilizing the Hamburg wheel tracking device. Our universal tension / compression machines run from 60k pounds to 600k pounds and are fully instrumented and equipped to test up to a number 18 reinforcing steel bars. Our laboratories are ISO 17025 accredited and approved to test mechanical couplers and welded splices and hoops for columns used in contruction. In addition to our permanent and satellite laboratory facilities, RMA Goup owns a fleet of fully self-sufficient and customizable mobile laboratories. These mobile labs are available to be mobilized to a jobsite in hours and arrive at the project site Caltrans-certified and ready to perform testing within minutes. RMA Group They are fully -self sufficient with internal power and water and are capable of being moved to various locations throughout the duration of a project to maximize their efficiency. All of our laboratories comply with the requirements for laboratory facilities detailed in ASTM E-329 and are inspected biannually by the Division of the State Architect (DSA), Cement and Concrete Reference Laboratory (CCRL) and the American Association of State Highway and Transportation Officials Materials Reference Laboratory (AMRL) of the National Bureau of Standards. RMA Group continually participates in the reference sample programs offered by the CCRL, the AMRL, and Caltrans. Our testing laboratories are fully certified and we are recognized as a soils and physical materials testing agency by the following agencies: Division of the State Architect: LEA 17, 147, 205, 232,302 AASHTO Materials Reference Laboratory CCRL Cement and Concrete Reference Labora- tory » California Department of Transportation » Federal Aviation Administration » United States Army Corps of Engineers » OSHPD OPAA-0015-16 (Sacramento -area lab) s AW A_ - RFP NO: 20-111 I MATERIALS TESTING & SPECIAL INSPECTION SERVICES RMA Group Every Project Matters I www. rmacompanies.com CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 I Page 2 FIRM AND TEAM EXPERIENCE QUALIFIED STAFF We have seasoned veterans with more than 20 years of experience who are versatile, cross -trained, and hold multiple certifications to inspect the diverse elements of construction projects simultaneously. This allows us to provide inspection services for projects in a highly efficient manner reducing the overall cost of inspection and testing programs. RMA Group constantly invests in educating our inspectors and technicians to be fully certified in many of the different phases of construction. This provides a continuity of personnel during all phases of construction that enables them to have a broadened range of project understanding. Our special inspection services include, but are not limited to, the following. • Reinforced Concrete and Reinforcing Steel • Post -Tensioned Concrete • Foundation Inspection • Structural Masonry • Wood and Timber Construction • Seismic Retrofit Inspections • Soil Compaction • Asphaltic Concrete • Shotcrete PRINCIPAL -IN -CHARGE SLAWEK DYMERSKI, PE, GE KEN DOWELL, PG, CEG, QSP PRINCIPAL GEOLOGIST JACOB PEREYRA STAFF GEOLOGIST JENNIFER MOORE JERRYLEYBA FRANK GONZALES TROY RAY BRENT CARROLL LOUIS RILEY AMBER ELLINGSON MICHAEL COUTURE • Structural Steel, Welding Inspection and Testing • Shop Fabrication QC Audits (Source) • Fireproofing and Coatings • High Strength Bolting • Roofing Inspection • Torque and Pull Testing • Floor Flatness Testing • Floor Level Survey • Glu-Laminated Inspections • Shear Wall Nailing and Bolting Inspections • Non -Destructive Testing (NDT) We will assign a team of senior -level individuals with direct relevant experience in materials testing and inspection services that understands the unique nature new construction and modernization projects. Theirexperience grounds them with an understanding of the complex and often time -sensitive nature of project directives. Each member will have specific areas of responsibility to manage and carry out all aspects of this contract. RMA Group staff are available immediately for providing all services needed for this contract. RAYMOND ROBLERO CARL BACHLER, PE LAB MANAGER MARTA LANDAVERDE LAB SUPERVISOR CALIFORNIA TESTING & INSPECTION RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES Page 3 CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 t ,ram RMA Group EveryProject Matters I www.rmacomponies.com FIRM AND TEAM EXPERIENCE ASSIGNMENT OF KEY STAFF The strength of our team lies in our people. Our proposed team for this contract consists of our most experienced and capable staff. The key individuals proposed for this project have worked for a decade or more on various municipal capital improvement projects and bring a combination of skills and knowledge that will be an asset to this project. Materials testing and special inspection for the City of Santa Ana will require a team that can consistently provide accurate, reliable, and timely services. This will require a consultant who thoroughly understands the project and their role in the overall construction management team. Through our past work with on -call projects of a variety of sizes, magnitudes, and scopes/work orders as with the City's proposed contract, we recognize that your Construction Management team and staff have carefully planned budgets in order to maximize your construction dollars. Each of our proposed inspectors are capable of exercising considerable independent judgment, evaluating a wide range of engineering data, and supervising all work activities involved in field and laboratory testing in order to provide a complete and thorough project close-out for the City. MR. SLAWEK DYMERSKI, PE, GE provides corporate leadership as the Principal -in -Charge to ensure that RMA Group's pledge to service, professionalism, and technical expertise is delivered consistently throughout a project. Slawek is available to your staff to help identify project needs, allocate additional resources, and provide any assistance necessary to ensure successful completion of the City of Santa Ana's projects. MR. RAY ROBLERO will be your dedicated Project ManagerforRMAGroup'sservices and yoursinglepoint of contact for the City's team. Ray will be responsible for coordinating all required manpower, laboratory tests and analyses, and project documentation. As Project Manager, he will be responsible for budgets, schedules, and deliverables and will track the project deliverables and ensure schedule adherence as well as quality in all aspects of RMA Group's work on these projects. MR. KEN DOWELL, PG, CEG will support the team for any geologic or seismic issues that arise during the term of the contract and will execute the field sampling and logging of borings during geotechnical explorations for the project. He will collect site -specific subsurface soil and groundwater information. He will provide field consultation during construction on an as needed basis to address soil conditions that may impact construction. MR. CARL BACHLER, PE, will serve as Laboratory Manager for the project and will oversee all laboratory testing activities. Carl has priorand ongoing experience working with materials testing for geotechnical as well as other municipal and transportation projects. His familiarity with related code requirements for testing of construction materials allows him to know exactly what to look out for during materials testing in the laboratory. Carl will communicate directly with other team members on the contract's projects, promptly informing them of test results or any potential problems encountered with the construction materials. SPECIAL INSPECTORS & FIELD TECHNICIANS Our field staff have been with RMA Group for varying years ranging from two years to more than a decade. They will provide field observation, sampling, documentation, and testing of all soil, concrete, sphalt, and other tests requested by the City, as needed, per each task order. Our staff will also include geotechnical technicians for all soil applications and geotechnical investigations. Our lead inspectors are handpicked for specific projects based on their experience and certifications and how well those match up to the requirements and construction elements on each project. RMA Group Every Project Matters I www.rmacompanies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 Page 4 UNDERSTANDING OF NEED UNDERSTANDING & SCOPE OF WORK Our proposed scope of work will consist of providing on -call materials testing and inspection services on an as -needed basis. We understand that the testing and inspection services will be required to support various construction projects for street pavement, traffic signals, underground utilities, buildings, bridges and park facility improvements. The scopes of work necessary to successfully complete these construction projects are further detailed herein. RMA Group has developed a highly successfully project approach and strategy working on a variety of on -call projects by using our effective and detailed management system. The design of this system will ensure open and timely communication between the City and its representatives and RMA Group staff. It will expedite the timely response for service requests, RFIs, and change notices and will manage the prompt reporting of all field and laboratory results. Above all, it will deliver a strict cost management practice to complete this project within the City of Santa Ana's budgets. PRE -CONSTRUCTION ACTIVITIES Prior to the project commencing, our Project Manager, Ray Roblero, will review the approved project documents. During this review, he will formulate a quality control approach for staffing inspectors and material testing. Once completed, this plan will be discussed at the pre -construction jobsite meeting with representatives from the City, City's Construction Management Team, and the contractor. Our Project Manager, inspector, and any other necessary key personnel will attend this meeting. It is understood that site inspectors do not have the authority to authorize project document changes. Any proposed changes will be coordinated with the lead inspector or Project Manager. They will communicate the proposed changes to the City's representative. Our staff assigned to this project will have valid identification, insurance, required certifications, transportation to project site, and mobile phone for communication. SERVICES DURING CONSTRUCTION Our firm will provide inspection and material testing services during construction throughout the duration of the project. The tasks are outlined below in subtasks A— D. Subtask A: Our assigned personnel will attend jobsite meetings and coordinate inspections and material testing as requested by City representative. When requested, our Project Manager or lead inspector can assist the City in reviewing the contractor's invoices to verify completed work progress at the end of each month. This will include monitoring and providing supporting documentation for extra work completed by personnel / equipment in support of a change order. On -call inspections services and material testing activities will be completed to ensure the project is constructed in compliance with the project documents and standards, including any project change orders. During this process, inspectors will review and inspect the Contractor's work. Observation of survey layouts, line, elevation, and gradewill be included, as requested. Our lead inspectors will monitor for corrective actions by contractor to fix work non -compliant work. During and nearing completion of construction, our inspector will prepare and inspect punch -lists for any corrective actions necessary to ensure all red - lined drawings / plans were incorporated during the construction of the project. Subtask B: The assigned personal (e.g. Project Manager, Field Operations Manager, and Inspectors) will complete daily field inspection reports on electronic forms approved by the City. These reports will be distributed to the project or uploaded into a file share service as -needed. The daily inspection report will document observations and identify work completed by contractor. The lead inspector will complete a monthly progress report of pictures documenting the project's progress. All reports and photos will be uploaded to the City's preferred documentation system. Subtask C: Our Fields Operation Manager, Lead Inspector, and Dispatchers are equipped with mobile phones and can be contacted for emergency situation. Prior to project beginning, these numbers will be provided to the City representative and contractor. As a standard project start up procedure, the lead inspectorwill assistthe Citywith verifying the contractor has up to date health standards and safety program in place, including a COVID-19 safety plan. During the course of this project, if a safety issue is observed, the Lead Inspector will document the observation and notify the Contractor. The Lead Inspector will assist the City in reviewing the Contractor's regulatory RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES Page 5 CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 �Fi� "/ MA Group Every Project Matters I www. rmacomponies.com UNDERSTANDING OF NEED permits and mitigation measures are in compliance with project documents. Subtask D: Along with special inspections, the project will require material testing. Inspectors will ensure accurate samples are taken in accordance with project documents. The material samples will be transported to our certified laboratory and assigned a project specific bar code for tracking and controlling purposes. According to the RFP, material testing is required for concrete, masonry, asphalt, soils, base materials, reinforcing steel, fireproofing, environmental and non-destructive testing on paint coatings (on - site and fabrication shop). Once material testing is completed, the test results will be provided to the City representative and contractor. RMA GROUP'S SUGGESTIONS TO ENHANCE THE CITY'S OBJECTIVES RMA Group's inspectors and staff are cross -trained and hold multiple certifications. This allows our staff to dispatch an inspector who is experienced, multi - disciplined, and capable of performing multiple tasks. As a result, we are able to reduce the overall inspection hours resulting in cost and time savings for the City. Additionally, our inspection staff is highly experienced in projects with similar scopes. They utilize their experience to not only verify code compliance but also to assist in anticipating forth coming issues, so that they can be handled in a proactive fashion. PROCESS AND APPROACH Our process utilizes an effective and detailed management organization and state-of-the-art project controls to ensure open and timely communication between the City of Santa Ana, its representatives, RMA Group, and our staff. Our approach will expedite the timely response for service requests and will manage the prompt reporting of all deliverables while delivering a strict budget management practice to complete the City's project with a high level of cost-effectiveness. Our staff will be readily available to accommodate last- minute requests for testing and inspection services in the field and / or our laboratory. With our laboratory capabilities and large staff of engineers, RMA Group has the proven ability to rapidly respond to the City's requests, complete the requested materials testing and inspection services, and furnish complete reports within strict timetables. We are and will remain available to commence work on your project within 12-hours of notification by authorized City personnel and in an emergency situation can accommodate a request within two to four hours. Additionally, we will maintain an emergency contact list so City personnel will always know who to call in emergency situations. Our depth of knowledgeable personnel together with our dedication to the City's project, make us the ideal candidate for providing the as -needed testing and inspection services. Our professional staff will actively coordinate our services with the City's representatives and / or Inspector regarding scheduling requests, testing turnaround times, results, and interpretations of results. The results of all tests will be reported in the appropriate procedure for the City and will be properly documented and filed in accordance with best industry practice. RMA Group will provide services inclusive of all elements necessary for a turn -key program. PROJECT COORDINATION Mr. Ray Roblero, our Project Manager, will be involved during the project start up. Information obtained from the City, during the initial notification call and our subsequent communication with the City's Inspector will be used to properly staff the project and keep track of the anticipated budget utilization. During and immediately following the initial notification, we will gather information with regards to: Anticipated scheduling and staffing requirements. Key construction elements schedules and critical deadlines. Roles, responsibilities and contact information of project team members. Unique requirements or aspects of the project. Any modifications to the Operational Procedures contained in the Request for Proposals. The information taken from the initial notification call will be used to develop final schedules for deliverables that clearly reflect all of the project requirements and the City's RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES RMA Group Every Project Matters I www. rmacompanies.com CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 Pae 6 b UNDERSTANDING OF NEED expectations. Our Project Manager and staff will also be available to attend other meetings during the course of work, as needed. Proactive communication approach will be used when coordinating with City's consultants: architect, engineer, construction management firm and general contractor. The following sections contain a general outline; based on the information we currently have, of how our key staff members would complete our services under this contract. MATERIALS TESTING & INSPECTION SERVICES Materials testing and inspection is processed through groundwork that is laid out before your project ever begins. When RMA Group receives the notification from the City to proceed with a project, we will immediately put into play the strategy and an approach that was previously discussed in this section. Our team will review project plans, specifications, estimates, and relevant codes and standards to familiarize ourselves with the project demands. IMPLEMENTING STAFF After the City has reviewed and approved our cost estimate proposal, we will set the contract up in our project management software as a new project. The City will communicate inspection and testing requests directly to our project manager and project coordinator. The RMA Group team will review the request and decide which City -approved inspector or technician is best suited for the work and for the project, and whose personality will be most likely to fit in with other project team members. RMA Group employs more than 160 certified technicians and inspectors locally and more than 200 overall who hold licenses and certifications to perform inspection and materials testing. We have many inspectors licensed to successfully support the City's project. In the event that the City is even remotely unsatisfied with the performance or behavior of an RMA Group team member in the office, field, or laboratory, that team member will be immediately be removed from further work on City's project and we will have a discussion with the City on who will be best suited to replace the individual and how we can identify the specific problem and implement practices to avoid similar problems in the future. Although this happens with extreme rareness, we are prepared to deal with such events to maintain the highest level of client satisfaction. With the large size of our staff, there will be no delay in finding replacements for any personnel who are removed from your City project. Our electronic documentation system combined with your Project Wise Construction Management system and close oversight by the project manager and field director will assure continuity of ongoing work product quality and project schedules. RMA Group constantly invests in educating our inspectors and technicians to become and remain fully certified in many of the different phases of construction. This provides a continuity of personnel during all phases of construction that enables them to have a broadened range of project understanding. RMA Group is fully capable of providing all of the specific services listed in the Request for Proposal. BUDGET CONTROL In the event that personnel are scheduled for work that was not included in the original proposal, our proprietary software will send an automatic email notice to the Project Manager and key team members. This instant notification allows for rapid communication between RMA Group and the City to guarantee that any work outside the original scope will be agreed upon before it happens. It is a proactive approach to project management that allows us to discuss and resolve extra work or change order issues before they become a problem. RMA Group field personnel will arrive on -site with their daily report, certifications, equipment and safety gear, and instructions from the project team. Field personnel work will vary drastically depending on the type of project and which elements are being inspected or tested, but they will always fill out their daily report after the work is complete and have it signed by an authorized representative on -site. This allows any discrepancies in time worked or issues encountered on site to be resolved on the project site, same day, rather than having to debate over them in the office weeks or months afterward. Daily reports will be distributed, where applicable, to on -site supervisors or representatives, to a field file, and to the RMA Group office. RMA Group office personnel scan the daily report, which has a unique report identification number and a barcode, into our proprietary software where it can be instantaneously RFP NO: 20-111 I MATERIALS TESTING & SPECIAL INSPECTION SERVICES Page 7 CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 "P/ RMA Group Every Project Matters I www. rmacomponies.com UNDERSTANDING OF NEED recalled by any team members, any time. When conducting inspection, our inspector will show up on site, inspect the work, complete his daily report and have it signed, and leave. When conducting materials testing, our technician will do the same except that he will perform field tests using calibrated testing equipment for which he or she is certified. SAMPLING AND TESTING OF MATERIALS Field testing technicians will also typically need to perform sampling, whether it be bags of soil, cylinders of concrete, or anything else the specifications and codes require. Sampling frequencies and sample quantities will be in accordance with relevant specifications, but RMA Group can always sample additional material at the request of the City. Construction material sampling will be performed on the project site or at the separate production facility, where applicable, in accordance with project specifications, codes, and standardized test methods. RMA Group takes great care in sampling, transporting, and storing samples before they are tested, as even slight disturbances to a sample can ultimately cause variations in test results. Some materials, such as soil, can be transported to our laboratory immediately after sampling. Other materials, such as concrete, must remain on site to allow for required field curing before they can be handled and transported. Upon test completion, the raw laboratory test result sheet will be reviewed by laboratory supervisors and logged out of our LIMS system. Once logged out, it can be recalled instantaneously in LIMS by RMA Group project team members at any time. Logged out tests will also be automatically entered into our project management software to appear on the next invoice to the City. The project manager is notified when test results are complete, and our professional staff delivers a formal report of the results to the project manager for review. Once approved by the project manager, laboratory test reports are submitted to the City. CONSTRUCTION SPECIAL INSPECTIONS All special inspectors dispatched to City of Santa Ana projects will be properly certified and will have a minimum of five years of experience working in the City of Santa Ana and surrounding areas. All inspectors and technicians dispatched by RMA Group are full- time employees that have been properly trained on our quality control procedures. -III"- Asphalt inspection and compaction testing will consist of materials testing of asphaltic concrete used in the construction of private roadway and parking area improvements. These services will include monitoring the temperature and rolling procedure and the determination of the in place density testing of asphalt concrete using the nuclear gauge (ASTM D2950). Laboratory testing will be performed to determine the laboratory test maximum density of the asphaltic concrete in accordance with ASTM D2041. A written report summarizing the results of all tests performed will be prepared upon completion of the work. Fireproofing Inspections will be performed by an ICC certified inspector during the application of sprayed fire resistant materials. The certified inspector will perform periodic inspections to verify that the substrate to receive fire resistant coatings has been properly prepared and is at the correct temperature. He will monitor the thickness of the application to verify the minimum thickness is achieved and will make periodic inspections to verify the condition of the finished application. Our inspector will obtain field samples of the fire resistant materials and return them to the laboratory for density determination in accordance with ASTM E605. Written reports of all tests presenting applicable information would be prepared at the completion of testing. Masonry inspections will be performed by an ICC certified special inspector during the placement of the masonry work, reinforcing steel placement, and grout placements. He will perform periodic inspection of the masonry work for fit up, jointing and the general details of the work being constructed. He will provide periodic inspection to verify the proper size and placement of reinforcing steel and embedded anchors. Our inspector will provide continuous inspection during the placement of grout and mortar to verify proper application techniques. Our inspector will sample fresh grout and mortar to obtain samples for strength testing. Reinforcing steel inspections will be performed to give assurance that the supplier is exercising satisfactory control over production, fabrication and placing of reinforcing to ensure compliance with the project specifications, applicable codes and industry standards. We will provide an ICC certified special inspector to perform inspection of the concrete form work and reinforcing steel placement. The field inspector will perform inspections of the formwork for shape, location and dimensions of the concrete member being formed. The field inspector will also RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES RMA Group Every Project Matters I www. rmacompanies.com CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 Pae s b UNDERSTANDING OF NEED provide inspection to verify the proper size and RMA Group staff will be able to very quickly reproduce placement of reinforcing steel and embedded anchors. any relevant reports or laboratory test results using LIMS, reducing delays that otherwise might result We will also verify steel mill test reports, sample material (if required), and inspect the fabrication. Written progress reports will be provided. Reinforced concrete inspections will be performed continuously during the placement of concrete to verify that the class of concrete ordered is being delivered and conforms to the specifications, drawing and/or code requirements. Slump tests, entrained air, temperature, unit weight (when required) and concrete sampling will be performed during all concrete placements. The samples will be delivered to our local laboratory, cured in a controlled environment and tested for compression strength. Structural steel and welding inspections are performed to assure that proper quality control is exercised at the shop and field. The certified welding inspector will perform inspections before, during, and after welding. We will provide an inspector that has been certified by County of Las Angeles for welding. The observation would consist of inspection of all welds made in the shop and / or field for compliance of the approved plans and job specifications. The inspector shall make a systematic record of all welds, including a list of defective welds and a manner of correction of defects. The inspector will check the material, equipment, details of construction and procedures, as well as the welds. Our inspectorwill perform inspection during fit up and fabrication of structural steel to verify the materials utilized are properly marked and traceable. The inspector will collect mill certifications for the materials and inspect joint details to verify conformance at each connection. Non Destructive testing of the completed welds will be performed as required. The inspector may use Ultrasonic(UT), Magnetic Particle(MT) or Dye Penetrant(PT) as appropriate to inspect completed welds and assure the adequacy of the welding PROJECT CLOSE-OUT Upon project completion, the City may need closeout documents or testing professional staff will be able to recall all daily inspection reports and all laboratory test results using our LIMS software. This allows for easy access to information and inspection summaries. Our testing and inspection summaries for the entire project can be put together efficiently. If there are any outstanding issues as the project comes to a close, from having to track down physical files. QUALITY ASSURANCE AND QUALITY CONTROL Quality is an intrinsic part of RMA Group's operations. It is the first topic on every management agenda, and it permeates the daily activities of every employee. Our internal Quality Control program reflects our specific commitment to go beyond mere compliance with basic requirements. The program is a major piece of RMA Group's mission: to provide quality laboratory testing services meeting a broad range of our clients' needs. The objective of RMA Group's Quality Control Program is to ensure that the test data we provide meet our clients' quality objectives. In most cases, the aspects of quality that concern our clients most are the accuracy, precision, and completeness of our test results. We maintain control of our test results through the use of technical oversight by registered civil engineers, internal audits of project documentation, our continual participation in reference sample programs and through training and proficiency evaluations for all of our technical staff. All of the field and laboratory tests performed for projects will be performed under the responsible charge of a registered civil engineer who will provide technical oversight of RMA Group's field and laboratory activities. Technical oversight includes reviewing test data and reports for precision, accuracy and completion and monitoring the procedures and equipment utilized to perform testing to verify conformance with relevant specifications. Laboratory staff is directed to immediately report unusual observations or findings to the engineer in responsible charge of the laboratory. This allows the engineer to evaluate the test procedure and results and make a determination regarding the validity of any unusual findings. RFP NO: 20-111 I MATERIALS TESTING & SPECIAL INSPECTION SERVICES Page 9 CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 � �' "/ RMA Group Every Project Matters I www. rmacomponies.com RELEVANT PROJECT EXPERIENCE b J 11R NOT" f V i r� t ef wl- NFL,- RMA Group Every Project Matters I www. rmocomponies.com FOX STREET TANK PROJECT I PERRIS, CA Owner: Eastern Municipal Water District (EMWD) Contact: Fermin Balvaneda 1951.928.3777 Project Status: 2016 - 2019 Construction Cost: $3.5 Million Part of RMA Group's on -call contract with EMWD, we provided grading observation and testing, special inspection of reinforced concrete construction, and other lab testing as needed for this 1MG tank installation and valve/pipeline connection project. NEW WATER QUALITY LABORATORY I CHINO, CA Owner: Inland Empire Utilities Agency Contact: Jerry Burke 1909.993.1548 Project Status: 2016 - 2018 Construction Cost: $17.8 Million RMA Group observed and approved the preparation of existing ground, observed placement, processing and compaction of fills, performed field compaction tests of the processed existing ground and fills, laboratory testing on soils, and prepared a comprehensive geotechnical report for this project. PITCHESS DETENTION FACILITY RENOVATIONS/ IMPROVEMENTS I LOS ANGELES, CA Owner: County of Los Angeles Contact: Greg Johnson 1 626.458.1741 Project Status: 2019 - 2020 Construction Cost: $15.5 Million RMA Group provided soils inspection and testing for excavation and backfill and special inspections and testing for reinforced concrete, masonry, steel fabrication, and anchor installation for this jail renovation project. PHILLIPS RANCH ROAD / SR60 IMPROVEMENTS I POMONA, CA Owner: City of Pomona Contact: Matt Pilar 1909.620.2261 Project Status: 2019 - 2020 Construction Cost (total project): $107 Million RMA Group provided soils compaction testingforthe backfill of subgrade soils for the replacement concrete ramps, curbs, gutters, and sidewalks within the Caltrans right-of-way, part of an overall SR60 improvement project. CAMERON AVENUE PAVEMENT REHAB I WEST COVINA, CA Owner: City of West Covina Contact: Miguel Hernandez 1 626.939.8400 Project Status: 2018 Construction Cost: $950,000 RMA Group provided construction inspection and testing for quality control of the pavement rehabilitation conducted installing rubberized asphalt concrete, repairing damaged curbs, gutters, and sidewalks, adjusting ramps, and all appurtenant work. RFP NO: 20-111 I MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 Page 10 RELEVANT PROJECT EXPERIENCE EMWD ON -CALL GEOTECHNICAL ENGINEERING, MATERIALS TESTING & INSPECTION SERVICES VARIOUS, CA RMA Group has been providing as -needed geotechnical engineering services for the Eastern Municipal Water District (EMWD) since 2016. During this time, RMA Group worked on all multiple projects which include the Cottonwood Avenue Recycled Water Pipeline Project, French Valley Recycled Water Pipeline, and the Fox Street Tank Project. RMA Group's scope of service includes geotechnical investigations in which we review all of our findings and develop a geotechnical investigation report summarizing our findings and providing conclusions and engineering recommendations. The reports also include drafted borings logs and other figures and maps. Each report is custom-tailored to the needs of EMWD. IRMA Group LOS ANGELES COUNTY ON - CALL DEPARTMENT OF PUBLIC WORKS LOS ANGELES, CA RMA was contracted in 2011 for a three-year with two option year as -needed geotechnical, materials testing and inspection services contract. Services provided to the County include geotechnical investigations for various county facilities. Projects have included taking cores to determine in -place pavement structural section, soil samples, laboratory testing, and structural section calculations utilizing FARFIELD. Projects to date have included geotechnical investigations, roadway projects, vertical construction special inspections and materials testing, and other public works as needed. SERVICES PROVIDED ON -CALL GEOTECHNICAL, MATERIALS TESTING & SPECIAL INSPECTION SERVICES POMONA, CA RMA Group's overall services for this on -call contract consisted of office research, field exploration, laboratory testing, review of the compiled data, and preparation of a written report containing recommendations for our geotechnical engineering work. SiteScan, a division of RMA Group, was included in this contract for potholing. CITY WIDE STREET PRESERVATION DISTRICT 6 REHABILITATION IMPROVEMENTS ON -CALL CONSTRUCTION MATERIALS TESTING & INSPECTION LONG BEACH, CA RMA Group is providing qualified personnel and coordinating our efforts with the on -site Construction Inspector, including scheduling of work, and coordination of the contractors and any other persons on the site of various Capital Improvement projects and other City projects. The material testing laboratory services consist of material testing of specimen of concrete, masonry, aggregates, asphalt and asphalt plant inspection, soils, epoxies, metal, steel reinforcement, welds, diamond bit coring of asphalt, concrete or masonry, environmental sampling and testing of soil and water, including ground water sampling and testing in accordance with Environmental Protection Agency (EPA) standards, road rating and profilograph testing of streets, and other general laboratory material testing per the City's Project Specifications. V' RMA Group Every Project Matters I www.rmocomponies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 Page 11 RELEVANT PROJECT EXPERIENCE COUNTY OF SAN BERNARDINO STREET IMPROVEMENTS I SAN BERNARDINO, CA Our services include quality control investigative services for projects and typical geotechnical services for road paving projects. These include pavement reconstruction, maintenance resurfacing, paving of dirt roads, geology investigations for road stability, ground penetrating radar surveys with reports for depth analysis of existing sub -grade layers, pavement layers, and utilities, and obtaining core data and soil samples. SERVICES PROVIDED ON - CALL CONSTRUCTION MATERIALS & SOILS TESTING SERVICES I WEST COVINA, CA The City of West Covina's capital improvement program (CIP) budget reflects the City's commitment to public safety, investing in the communitys infrastructure, and providingfinancial stabilityfor the City. Projects detailed within their CIP include street improvements, traffic safety enhancements, storm drain improvements, sewer improvements, facility improvements, park improvements, and assessment district improvements. As a as -needed consultant for construction materials and soils testing, RMA Group performs earthwork testing and observation, compaction testing of subgrade and utility trench backfill, reinforcing steel and reinforced concrete testing, asphalt testing, batch plant inspection and testing, and any other tests requested by the City. INLAND EMPIRE UTILITIES AGENCY ON -CALL CONTRACT I FONTANA I RANCHO CUCAMONGA I CHINO, CA RMA Group has been providing geotechnical engineering during design and construction as well as materials testing to Inland Empire Utilities Agency since 1998. During this time, RMA Group worked on all five of this agency's water treatment plants, the RP Administration and Operation Building, Peaker Plant, and Wetland Restoration Project. During our tenure, RMA Group has been consistently able to meet the scheduling and staffing assignments to complete the range of services. On -site, RMA Group personnel provided inspection with detailed documentation that included description of the work in progress by each trade or consultant, approved submittals, change orders, bulletins, requests for information or clarification, and correction notices or notices of non-compliance issued. ON -CALL GEOTECHNICAL ENGINEERING SERVICES I SANTA ANA, CA RMA Group is providing geotechnical engineering services as part of an On -Call contract with the City. Geotechnical investigations, soils testing and preparation of geotechnical reports is part of the scope of services for this contract. IRMA Group } ./ AV RFP NO: 20-111 I MATERIALS TESTING & SPECIAL INSPECTION SERVICES Page 12 CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 4SCHEDULE OF DELIVERY STAFFING AND RESOURCE MANAGEMENT PLAN Since our daily operations are customer service focused, we have an excellent reputation for responding to urgent and last minute client requests. All involved in a construction process would prefer to follow a set schedule of work; however, anybody who has been involved in a construction process knows that rarely does work progresses in strict accordance to the schedule. Therefore, we fully expect that urgent or last minute requests from the City will occur and are prepared to accommodate them. All of our staff, from the Principal -in -Charge through our Dispatcher and the field staff, are fully dedicated to accommodating such requests to eliminate any negative potential impacts to the project schedule or cost. Additionally, our employees are provided company vehicles so travel is never an issue. Even out of state inspections may be performed easily by our staff or one of our associates located at the out-of-state locations. REFERENCES COUNTY OF SAN BERNARDINO 825 East Third Street, Room 117 San Bernardino, CA 92415 Medhat Matta I Pavement Management Engineer 909.387.2060 RMA Group was chosen to provide on -all geotechnical engineering services to the County of San Bernardino. 2016 - Ongoing COUNTY OF LOS ANGELES 900 South Fremont Avenue, 8th Floor Alhambra, CA 91803 Greg Johnson I Project Manager 626.458.1741 RMA Group has been providing on -call services to the County of Los Angeles since 2011. Services include geotechnical engineering, materials testing, and special inspections. 2011- Ongoing CITY OF LONG BEACH 333 S. Beaudry Avenue Los Angeles, CA 90017 Marc Wright I Construction Service Officer 562.570.5791 RMA Group is providing on -call services to the City of Long Beach. Services include materials testing, and special inspections. 2016 - Ongoing RESPONSIVENESS We will provide certified personnel to perform the inspection, testing, oversight, and reporting as required. In order to provide timely responses to testing requests RMA requests a 48 hours of notice prior to inspections/testing. RMA Group is fully prepared to provide resources within 24 hours notice. We understand sometimes circumstances arise that may not allow for advanced notice and RMA will always strive to provide as quick of a response as possible to all project requests to limit any delays in progress. RMA Group will provide onsite testing and laboratory testing services in conformance with the City's QAP, Caltrans standards, and other oversight agency standards to ensure that schedules and frequencies are met for data results and distribution to your City's construction team. RFP NO: 20-111 I MATERIALS TESTING & SPECIAL INSPECTION SERVICES Page 13 CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 "/ RMA Group Every Project Matters I www. rmacomponies.com APPENDIX I KEY STAFF RESUMES APPENDIX RESUMES SLAWEK DYMERSKI PE, GE I PRINCIPAL -IN -CHARGE Mr. Slawek Dymerski has more than 25 years of engineering experience, including 19 years in project management. He has been involved in all aspects of field exploration and data analysis for a wide range of pavement evaluation, construction inspection, geotechnical exploration, and design projects involving materials tests on asphalt concrete, Portland cement concrete, masonry, soils, aggregates, and steel by DSA, Caltrans, ASTM, and AASHTO test methods. He brings experience in geotechnical services from the early planning, site investigation, laboratory testing, data analysis, and report preparation through grading and construction with robust knowledge of Title 24 requirements and deliverables. He has managed a wide range of projects with varying geologic conditions and constraints and proven his skill in scheduling, budgeting, and managing complex assignments. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE COUNTY OF SAN BERNARDINO ON -CALL SERVICES, SAN BERNARDINO Principal -In -Charge I Mr. Dymerski serves as Principal -In -Charge for the County of San Bernardino On -Call contract. RMA Group provides on -call geotechnical and geologic services for road paving projects for a term of three years. Services we provide to the County under this contract include, but not are limited to, quality control investigative services for County projects and typical geotechnical services for road paving projects. LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS, LOS ANGELES Principal -In -Charge I Mr. Dymerski is the Principal -In -Charge for the On -Call Los Angeles project. RMA was contracted in 2011 for a three year with two option year as -needed geotechnical, materials testing and inspection services contract. Services provided to the County include geotechnical investigations for various county facilities. DEPARTMENT OF WATER RESOURCES ON -CALL, VARIOUS LOCATIONS Principal -In -Charge I RMA Group was contracted by the California Department of Water Resources (DWR) to provide on -call services for a variety of water projects in the state. Mr. Dymerski is responsible for allocating and ensuring that all staff and testing resources are available. Projects include Phase I Crafton Hills Reservoir Enlargement, Citrus / Crafton Hills Pump Station Expansion, and Perris Dam Remediation Project. INLAND EMPIRE UTILITIES AGENCY ON -CALL, VARIOUS LOCATIONS Principal -In -Charge I Mr. Dymerski is responsible for allocating and ensuring that all staff and testing resources are available for this contract. RMA Group has been providing construction and welding inspection, soil engineering during design and construction, and materials testing for the past 17 years to the Inland Empire Utilities Agency. During this time, RMA Group worked on all five of this agency's water treatment plants, the RP Administration and Operation Building, Peaker Plant, and Wetland Restoration Project. 3RD AVENUE SIDEWALK CRACKS, CHULA VISTA Principal -In -Charge I Mr. Dymerski is the Principal -In -Charge for a multi -year on -call contract with the City of Chula Vista and oversees the technical aspects of RMA Group's service offerings. For this project, the City of Chula Vista requested RMA Group to investigate severe sidewalk cracking on 3rd Avenue near I Street. The sidewalk was cracking and upheaving in varying patterns over a course of approximately 200 feet. RMA Group quickly dispatched an engineering geologist to the site to visually inspect the sidewalk, surrounding soil types, and nearby features that may be contributing to the cracking. RMA Group conducted materials testing services to attempt to determine specific causes for the cracking so it can be prevented in the future. RANDALL AND JUNIPER TRAFFIC SIGNAL, FONTANA Principal -In -Charge I Mr. Dymerski served as Principal -In -Charge for the Randall and Juniper Avenue Project. The City of Fontana's Randall Avenue at Juniper Avenue Traffic Signal Project consists of installing a fully signalized intersection and will also include the reconstruction of access return ramps at all four corners with minor sidewalk improvements. RMA Group is providing technical oversight, documentation, internal audit procedures, material testing, compaction testing, reinforced concrete sampling, and laboratory materials testing. CHANNEL 12KV CIRCUIT #1, MORENO VALLEY Principal -In -Charge I Mr. Dymerski served as Principal -In -Charge for the Channel 12KV Circuit Project. The project included the installation of electrical conduit from the proposed Kitching Substation to an electrical interconnect location within the Lasselle Sports Park. This involved boring under the Perris Valley Channel Lateral A, trenching across El Potero Park, and attachment to a pedestrian bridge over the Kitching Channel. RMA Group RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES Every Project Matters I www. rmacompanies.com CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 Page i APPENDIX RESUMES RAYMOND ROBLERO I PROJECT MANAGER Mr. Raymond Roblero has more than 13 years of experience in the construction industry and nearly a decade of experience as an Operations / QC Manager. He also has hands-on experience as a field technician and deputy inspector. Ray is responsible for managing the operations department and field personnel to provide quality customer service. His duties include monitoring projects to ensure adequate inspection and testing personnel are provided, materials are sampled as required for quantity, and provides oversight and assurances of integrity of field personnel and quality control procedures. He also makes on -site visits to guarantee the adherence to industry standards and proper operating procedures by field personnel. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE CITY OF LONG BEACH ON -CALL, LONG BEACH Operations Manager/Project Manager I On -call contract which included providing deputy inspectors, soils technicians and professional engineers. Ray managed budgets, and inspector dispatch/assignments and was the main point of contact and liaison between the client and laboratory staff for this contract. Addiitonally, he performed inspections as needed. COUNTY OF LA CONSTRUCTION INSPECTION & RELATED SERVICES CONTRACT AND THE COUNTY OF LA BUILDING INSPECTION CONTRACTS, LOS ANGELES Operations Manager I Mr. Roblero served as Operations Manager for the Construction Inspection and Related Services contract and the County of LA Building Inspection contracts. He coordinated inspection activities and ensured that any staff sent to a project site were properly certified and experienced to perform the inspections that have been requested, and that they were properly equipped. He held regular training sessions to ensure that the staff members assigned to each project were instructed and updated daily as to the specific project plans and specifications and any special reporting protocols and job site safety requirements. CARLSBAD DESALINATION PLANT, CARSLBAD Project Manager/Operations Manager I The Carlsbad desalination project in San Diego County, California US, is the largest desalination plant in the western hemisphere. The $1 Billion project is the first large-scale desalination plant on the West Coast, privately financed and developed by the Poseidon Resources Corporation (Poseidon). Ray managed budgets, and inspector dispatch/assignments and was the main point of contact and liaison between the client and laboratory staff forthis contract. Addiitonally, he performed inspections as needed. LAWA - ON -CALL CONTRACT, LOS ANGELES Executive Operations Manager I Mr. Roblero was in charge of overseeing the day-to-day operations and organization of this project. His duties included assisting with the dispatch of inspectors to site locations, making site visits to ensure quality service was provided, and overseeing in-house operations including conducting quality control concerning all payroll and billing. CITY OF SANTA ANA ON -CALL, SANTA ANA Operations Manager I Ray managed budgets, Inspectors, Main point of contact, liaison between the client and Laboratory staff, and performed inspections as needed. MTA ORANGE LINE EXTENSION, ORANGE Project Manager/Operations Manager I The extension project is one of the first Measure R-funded projects to begin construction. The extension will begin at the Canoga Park terminus and end at the Chatsworth Metrolink/Amtrak Station. Four new stations will be added along the way, including Sherman Way, Roscoe, Nordhoff and the Chatsworth Metrolink station. The extension project also features landscaping, a new 207-space Park & Ride facility at the Sherman Way Station and a bike/pedestrian path adjacent to the busway. Ray managed budgets, Inspectors, Main point of contact, liaison between the client and Laboratory staff, and performed inspections as needed. SR-22 ASSESS IMPROVEMENTS, GARDON GROVE Project Manager/Operations Manager I The Garden Grove Freeway (SR-22) is an integral part of Southern California's freeway network. To address specific freeway and local street congestion at Brookhurst Street, Euclid Street and Harbor Boulevard, interchanges access improvements were included in Measure M2 (also known as OC Go). Utilizing savings from Measure M1 (20-year half cent sales tax for transportation improvements), these improvements were expedited and funded as part of a larger bonus project, the SR-22 Improvement Project which added carpool lanes the entire length of the SR-22 freeway. Reconstructed three OC Go SR-22 freeway interchanges at Euclid Street, Harbor Boulevard, and Brookhurst Street improving traffic flow on city streets. Reduced back-up on the SR-22 freeway on- and off -ramps by adding additional ramp capacity that were needed and alleviating congestion at the interchanges. Upgraded and modified signals and resurfaced the city street with improved striping and signage at the interchanges. Ray managed budgets, inspector dispatch and assignments and was the main point of contact and liaison between the client and Laboratory staff. He also performed inspections as needed. #?MA Group RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES Every Project Matters I www. rmacompanies.com CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 I Page ii APPENDIX RESUMES KEN DOWELL, PG, CEG 1 PROJECT GEOLOGIST Mr. Ken Dowell has extensive experience in southern California during planning, design and the construction of commercial and industrial properties, education, residential, and municipal projects. He is experienced in field investigation and mapping, analysis of geologic and environmental data, and report preparation. Projects have included land planning studies, fault investigations, seismic hazard analysis, liquefaction determination, shoring design, landslide investigations, ground fissure investigations, hydrocollapse evaluations, rippability and blasting evaluations, land subsidence evaluations, alluvial removals, cut slope stability, and percolation testing. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE CVWD RESERVOIR 813, 4177 HAVEN AVENUE, RANCHO CUCAMONGA Project Geologist I Mr. Dowell served as the Project Geologist for the RESERVOIR 813 Project, ensuring that all staff and testing resources are available for this major water project. RMA Group provided geotechnical investigations including, geographical research and reconnaissance of the site, geotechnical exploration, and preparing a detailed report forfoundation and footing designs of steel reservoir tanks at Reservoir Site 8B located at 4177 Haven Avenue in the County of San Bernardino. RMA Group preformed mobilization, subsurface field investigation, laboratory testing, geotechnical engineering analysis, and report preparation. CUCAMONGA VALLEY WATER DISTRICT COMMUNICATION TOWERS, RANCHO CUCAMONGA Project Geologist I Mr. Dowell served as the Project Geologist for the Cucamonga Valley Water District Communication Towers Project. RMA Group conducted an investigation to summarize geotechnical and geologic conditions at the sites to assess their potential impact on the proposed development and to develop geotechnical and engineering geologic design parameters. FIRE CAMP 14, SANTA CLARITA Project Geologist I Mr. Dowell was the Project Geologist for the Fire Camp 14 Project. RMA Group performed a geotechnical engineering investigation for the project. The project consisted of a new water storage tank and a 12' x 18' one story prefabricated building water treatment plant building. The tank is on a hillside pad that was occupied by an existing water tank and the plant building is located on the floor of San Francisquito Canyon in an open space building behind another building. THE PRESERVE SEWER LIFT STATION, CHINO Project Geologist I Mr. Dowell served as Project Geologist for The Preserve Sewer Lift Station Project.RMA Group performed geotechnical investigation for a proposed sewer lift station and sewer line extension. Services included a field investigation, laboratory testing and geotechnical engineering design recommendations including temporary slope and trench stability, corrosion analysis, trench excavation and backfill recommendations, dewatering and construction recommendations for to shallow groundwater, drilled pile design recommendations. WHITEWATER RIVER BASIN IMPROVEMENT PROJECT, AVENUE 38 AND WASHINGTON STREET, THOUSAND PALMS Project Geologist I Mr. Dowell was the project Geologist for this project. A geotechnical / foundation investigation and pavement design report has been completed for the proposed reconstruction of the Mirasera Flood Control Channel and relocation of approximately 7,000 feet of Avenue 38 in Thousand Palms, California. The purpose of the study was to summarize geotechnical and geologic conditions at the site, to assess their potential impact on the proposed construction, and to develop geotechnical and engineering geologic design parameters. PROPOSED SEWER MAIN REPLACEMENTS THROUGHOUT RIVERSIDE, RIVERSIDE Project Geologist I Mr. Dowell was the project Geologist for this project. RMA Group performed geotechnical investigation for sewer main replacements throughout the City of Riverside. Services included a field investigations, laboratory testing, and geotechnical engineering design recommendations including geologic conditions, which included alluvial soil and granitic bedrock encountered in the vicinity of the proposed sewer main replacements. CARLSBAD DESALINATION PLANT [POSEIDON PROJECT], CARLSBAD Project Geologist I Mr. Dowell was assisted with the geotechnical investigation and preparation of soils reports for the Carlsbad Desalination Plant Project. RMA Group provided materials testing and inspection on both the construction of the desalination plant and its associated on -site facilities and of the installation of 10-mile pipeline and the preliminary construction of the Aqueduct Connection Facilities. These phases will ultimately connect the desalination plant with the water supplies in the surrounding cities. RMA Group RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES Every Project Matters I www. rmacompanies.com CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 Page iii APPENDIX RESUMES CARL BACKER, PE I LABORATORY MANAGER Carl Bachler has more than 12 years experience in geotechnical engineering and materials testing for all types of projects including water infrastructure, public and private development, education, transportation, and quality management. Carl is engaged in concrete and asphalt paving operations throughout the construction cycle, from initial project review for bid estimation to preparation of final reports and pay factor calculations. Carl has assisted with the development of concrete mix designs and directed the development of numerous hot mix asphalt job mix formulas. Projects on which Carl has served as Project Engineer include water / wastewater, pipelines, K-8 and higher education projects, municipal facilities projects, public works projects, and major transportation projects. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE CITY OF LONG BEACH, ON - CALL CONSTRUCTION MATERIALS TESTING AND INSPECTION, LONG BEACH Laboratory Manager I Mr. Bachler is serving as Laboratory Manager for the City of Long Beach On -Call Contract. RMA Group was chosen to provide on -call materials testing and inspection services for the City of Long Beach. We are providing qualified personnel and coordinating our efforts with the on -site Construction Inspector, including scheduling of work, and coordination of the contractors and any other persons on the site of various Capital Improvement projects and other City projects. POSEIDON DESALINATION PROJECT, CARLSBAD Project Engineer I Mr. Bachler is responsible for providing engineering analysis and supporting the QA team in the development of the Quality Assurance Plan for this project. Working with the Laboratory Director and lab staff, he is responsible for ensuring that material sampling and tests are performed in accordance with the project's Quality Assurance Plan. RMA Group is currently providing materials testing and inspection on this project. CITY OF GLENDALE, BEELINE MAINTENANCE FACILITY, GLENDALE Laboratory Manager I Mr. Bachler is providing laboratory management services for the Beeline Maintenance Facility Project for the City of Glendale. RMA Group is performing inspection and testing, compaction testing, laboratory testing of concrete and steel materials used in construction, anchor bolt inspection and testing, structural steel fabrication and welding as well as any other laboratory testing services as required during the construction of the facility. CITY OF FONTANA, SAFE ROUTES TO SCHOOL, FONTANA Laboratory Manager I Mr. Bachler is serving as Laboratory Manager for the Safe Routes to School Project. RMA Group is providing field testing and inspection forthe project including, observation, sampling, densitytests duringgrading, subgrade preparation, placement of asphalt, including observation of the lay -down operations and obtaining wet samples and field density tests. We are also sampling the concrete placed for the curb and gutter, sidewalks, driveways and access ramps. RMA Group is also proving providing a laboratory testing of soils, aggregates, concrete compression strength, and asphalt concrete, including maximum density, optimum moisture content, sieve analysis, sand equivalent, extraction (percent asphalt), and asphalt concrete maximum density. MULHOLLAND DRIVE AND WILSHIRE BOULEVARD BRIDGES AT 1-405, LOS ANGELES Laboratory Manager I Mr. Bachler was part of the third party quality assurance team, provided detailed lab test documentation in accordance with the Caltrans standard specifications. Carl reviewed internal test data, and evaluated subconsultant facilities and procedures. The Mulholland Drive and Wilshire Boulevard Bridges are two of three bridges that were demolished and reconstructed to accommodate the widening of the 1-405 freeway. HOLLYWOOD BURBANK AIRPORT, BURBANK Laboratory Manager I Mr. Bachler is serving as Laboratory Manager for the City of Long Beach On -Call Contract. RMA Group has provided professional design and testing services at the Bob Hope Airport since 1978 and has held six multi -year contracts since 1986. Our first project at the airfield was a pavement evaluation, which consisted of evaluating all of the existing pavements and providing design recommendations for asphalt concrete overlays and general maintenance of the airfield. RMA has provided professional services on more than 50 additional projects at the Bob Hope Airport including providing design recommendations for new pavements, inspection and analysis of pavement conditions, development of construction specifications, and identification of pavement failures with determination of the cause. SR-60 / NASON STREET INTERCHANGE, MORENO VALLEY Laboratory Manager I Mr. Bachler was responsible for accuracy and documentation for tests completed for quality assurance including Asphalt Concrete, concrete and geotechnical testing for roadway, and ramp excavation. The SR-60 / Nason street Interchange Phase I project entailed new ramps and traffic signals in preparation for the future replacement of the bridge. All four on- and off -ramps, and auxiliary lanes were reconstructed, and Nason Street widened south of SR-60 to accommodate the new bridge alignment. U .e- RMA Group RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES Every Project Matters I www. rmacompanies.com CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 Page iv APPENDIX RESUMES MARTA LANDAVERDE J LABORATORY SUPERVISOR Ms. Marta Landaverde has nearly 30 years of applied experience. She is engaged in concrete and asphalt paving operations throughout the construction cycle, from initial project review for bid estimation to preparation of final reports and pay factor calculations. Marta has directed the development of numerous hot mix asphalt job mix formulas and assisted with the development of concrete mix designs. Agencies overseeing projects Ms. Landaverde has worked on include: Caltrans, FHWA, FAA, METRO, Expo, OCTA, DSA, USACE, as well as numerous other municipalities and private organizations. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE 1-405 / SEPULVEDA PASS WIDENING PROJECT, LOS ANGELES Laboratory Supervisor I Ms. Landaverde provided laboratory testing and supervision of technicians' tests of materials used for this major transportation improvement project. Materials tested included structural steel, reinforcing steel, steel couplers, and hoops, NACE inspection of coatings and all of the conventional roadway materials testing and structural inspections for concrete, aggregates, soils, and asphalt concrete pavements. This project involved the construction of a high profile, $1.16 highway widening project that included removal, replacement, and/or widening of over 20 bridges, installation of MSE retaining walls, realignment of 27 on- and off -ramps, and widening of 13 existing underpasses and structures to reduce traffic congestion. The new Mulholland Bridge profile was widened to be 82' wide and 608' long with placement of new columns in the new freeway lane (a HOV lane) that was built on the northbound side of 1-405. KRAMER AVENUE GRADE SEPARATION, PLACENTIA Laboratory Supervisor I Ms. Landaverde provided laboratory testing and supervision of technicians' tests of materials used for this major transportation improvement project. Materials tested included structural steel, reinforcing steel and all of the conventional roadway materials testing and structural inspections for concrete, aggregates, soils, and asphalt concrete pavements. Project consists of a one -million -pound structural steel underpass bridge for the BNSF rail line and lowering Kraemer Boulevard and Crowther Avenue by approximately 25 feet. In order to house the underpass, 130,000 cubic yards of excavation and cast -in -place and secant pile retaining walls using 4,000 cubic yards of structural concrete and 31,000 lineal feet of concrete piling. METRO GOLD LINE PHASE 2A, FOOTHILL EXTENSION, PASADENA TO AZUSA Laboratory Supervisor I Ms. Landaverde provided laboratory testing and supervision of technicians' tests of materials used for this major transportation improvement project. Materials tested included structural steel, reinforcing steel and all of the conventional roadway materials testing and structural inspections for concrete, aggregates, soils, and asphalt concrete pavements. This phase of the Expo Line extends light rail service from Culver City to Santa Monica and includes seven new stations serving the extension. PLACENTIA BOULEVARD GRADE SEPARATION, FULLERTON Laboratory Supervisor I Ms. Landaverde provided laboratory testing and supervision of technicians' tests of materials used for this major transportation improvement project. Materials tested included structural steel, reinforcing steel and all of the conventional roadway materials testing and structural inspections for concrete, aggregates, soils, and asphalt concrete pavements. This project constructed a vehicle underpass at the intersection of Placentia Avenue and the BNSF railroad. As part of the project, the roadway will be lowered to separate car traffic from train traffic. RMA Group services include concrete and welding inspections of roadway, bridge, pile construction, and tranch backfill observation. CRENSHAW / LAX LRT, CRENSHAW Laboratory Supervisor I Ms. Landaverde provided laboratory testing and supervision of technicians' tests of materials used for this major transportation improvement project. Materials tested included structural steel, reinforcing steel and all of the conventional roadway materials testing and structural inspections for concrete, aggregates, soils, and asphalt concrete pavements. �RMA Group Every Project Matters I www.rmacompanies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 Page v APPENDIX RESUMES JENNIFER MOORE I PUBLIC WORKS FIELD TECHNICIAN Ms. Jennifer Moore has more than 20 years of experience in construction quality management, inspection and testing that spans a variety of high profile public works projects. She has hands-on experience as an inspector and technician and has progressively increased her level of responsibilities throughout her career. She has in-depth knowledge of the standard tools and equipment utilized in construction and in the sampling and testing of construction materials as well as knowledge of mathematics and the methods used for computation of construction items. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE 1-15 / 1-215 DEVORE INTERCHANGE IMPROVEMENTS, SAN BERNARDINO COUNTY INTERSTATE 10 / ETIWANDA AVENUE INTERCHANGE, ONTARIO STATE ROUTE 210, SEGMENTS 9, 10, & 11 AND SEGMENT 11 EARLY PROJECTS, SAN BERNARDINO COUNTY 1-405 / SEPULVEDA PASS WIDENING PROJECT, LOS ANGELES STATE ROUTES 215 / 60 / 91 INTERCHANGE, RIVERSIDE JERRY LEYBA I PUBLICWORKS FIELDTECHNICIAN Mr. Jerry Leyba has more than 13 years of increasing responsibilities performing sampling, laboratory testing and field testing in accordance with Caltrans and ASTM test methods for soil, aggregate, hot mix asphalt and Portland cement concrete. Projects include paving for highway and various street improvement projects. He has worked on Caltrans QC/QA street paving projects in the capacity of batch plant inspector and street paving inspector. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE KRAEMER AVENUE GRADE SEPARATION, PLACENTIA PLACENTIA AVE GRADE SEPARATION, FULLERTON 1-405 FWY / SEPULVEDA PASS, LOS ANGELES 1-15 PAVEMENT REHABILITATION, CORONA ROUTES 215, 60, 91 INTERCHANGE, RIVERSIDE STATE ROUTE 30 — SEGMENT 9, SAN BERNARDINO COUNTY �RMA Group Every Project Matters I www. rmocomponies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 Page vi APPENDIX RESUMES FRANK GONZALES I PUBLIC WORKS FIELDTECHNICIAN Mr. Frank Gonzales has more than 12 years experience in inspection/testing of masonry, fireproofing, concrete, pre -stressed concrete, and Caltrans work. He has worked on a wide range of projects including highway paving and rehabilitation improvements, and transportation structures such as grade separations. Other experience includes schools, land development, and public and private facilities. His duties include compaction density testing by nuclear gauge and sand cone methods, bolt pull testing and bolt torque testing, and observation and documentation of operations in the field. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE NOGALES GRADE SEPARATION, SAN DIEGO METRO GOLD LINE: PHASE 2A FOOTHILL EXTENSION, AZUSA RT 134/1-405 SOUNDWALLS & BRIDGE WIDENING, MISSION HILLS GROVE AVENUE & 6TH STREET SEWER IMPROVEMENT, ONTARIO. 1-405 SEPULVEDA PASS WIDENING, LOS ANGELES STATE ROUTE 210, SAN BERNARDINO COUNTY TROY RAY I PUBLICWORKS FIELDTECHNICIAN Mr. Troy Ray has been a Materials Testing Technician with RMA Group since 2011. Troy has performed sampling, laboratory testing and field testing in accordance with Caltrans and ASTM test methods for Portland cement concrete and rapid strength concrete. tELEVHIvf PROitLI IIVVOLVtIVItNT/ EXNtruthiLt REDLANDS BOULEVARD BRIDGE REPLACEMENT, RCTC 215/74 INTERCHANGE PROJECT, PERRIS SUNSET BOULEVARD & SKIRBALL CENTER DRIVE BRIDGES, 1-405/SEPULVEDA PASS IMPROVEMENT PROJECT, LOS ANGELES COUNTY EXPO 1, FARMDALE LIGHT RAIL PROJECT I VENICE-ROBERTSON STATION, LOS ANGELES COUNTY LOS ANGELES METRO, SR210 SOUNDWALLS & BRIDGE WIDENINGS, LOS ANGELES COUNTY OMNITRANS sbX E STREET CORRIDOR, SAN BERNARDINO COUNTY RMA Group Every Project Matters I www. rmocomponies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 Page vii APPENDIX RESUMES BRENT CARROLL I PUBLICWORKS FIELDTECHNICIAN Mr. Brent Carroll has more than 10 yearrs of industry experience, substantially increasing his project experience in materials sampling and field testing. Brent has performed sampling, laboratory testing and field testing in accordance with Caltrans and ASTM test methods. Projects include paving for highway and various street improvement projects concentrating on HMA and recyceld paving materials. nv_LEVANT PROJECT INVOLVEMENT , EXPERIEi4CE OSO PARKWAY BRIDGE AT ROUTE 241, RANCHO SANTA MARGARITA CAMERON AVENUE REHABILITATION PROJECT, CITY OF WEST COVINA ROUTE 38 HMA I CALTRANS #08-1G8204, FROM AGATE AVENUE TO VALLEY OF THE FALLS DRIVE, REDLAND EL MONTE STREET RECONSTRUCTION, EL MONTE CAMPO ROAD IMPROVEMENTS AT STATE ROUTE 94, SAN DIEGO COUNTY CENTURY BOULEVARD MOBILITY IMPROVEMENT PROJECT I P212, INGLEWOOD LOUIS RILEY I PUBLIC WORKS TECHNICIAN Mr Louis Riley has in-depth experience as a Field and Laboratory Technician. He started in the industry as an aggregate crushing quarry. His responsibilities included quality control, safety training, heavy equipment operation and maintenance, and plant inspection and repairs. Louis' areas of expertise include Caltrans, sampling of materials, concrete testing, laboratory testing, field qualifications, production start-up, and trial slabs. RELEVANT PROJECT INVOLVEMENT / EXPERIENCF 1-10 POMONA TO REDLANDS ISR / RSC, SAN BERNARDINO COUNTY 1-10 YUCAIPA RSC / ISR, YUCAIPA ROUTE 5 IMPROVEMENTS, ORANGE COUNTY SR-91 CORRIDOR IMPROVEMENTS, ORANGE COUNTY AND RIVERSIDE COUNTY ROUTE 55 / 91 IMPROVEMENTS, ORANGE COUNTY AND RIVERSIDE COUNTY ROUTE 57 AUTOBAHN RMA Group Every Project Matters I www. rmocomponies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 Page viii APPENDIX RESUMES AMBER ELLINGSON 1 SPECIAL INSPECTOR Ms. Ellingson brings more than 15 years of experience in the construction field. She has worked in a variety of projects in the commercial, transportation, public works, and residential sectors. Amber's duties for recent work include compliance, verifying and monitoring of documentation and project material, inspection, sloping and shoring, underground utilities, overhead obstructions, inspection of excavation, backfill, culverts, foundations, sub -grade, cement treated base, JPCP, concrete, dowels, tie bars, plane joints, texturing, profiling, HMA proof rolling and compaction, steel case jacking, drainage structures, shoring, grouting of encasement / pipe. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE STATE ROUTE 210, SAN BERNARDINO FOOTHILL MEDICAL OFFICE BUILDING PARKING STRUCTURE, PASADENA METRO GOLD LINE: PHASE 2A FOOTHILL EXTENSION, AZUSA VALLEY VIEW AVENUE GRADE SEPARATION, SANTA FIE SPRINGS CUCAMONGA VALLEY WATER DISTRICT COMMUNICATION TOWERS, RANCHO CUCAMONGA BOULDER-HOLT SEWER IMPROVEMENTS, ONTARIO LANCASTER WATER RECLAMATION (WRP) EXPANSION, STAGE 5, LANCASTER MICHAEL COUTURE I SPECIAL INSPECTOR Mr. Michael Couture has over 20 years of experience in the construction industry. Mike is experienced in the field testing soils, torque/load testing of drilled in anchors, concrete, batch plant source inspection and rebar source inspection. Mr. Couture has worked on a wide range of projects including water/waste water pipelines and facilities, highways and roadways including public transportation, schools and building facilities in both public and private sectors. Therefore he has experience working on large inspection crews, communication being a very important aspect. He is a very versatile technician with a tremendous work ethic and the ability to work on any project. RELEVANT PROJECT INVOLVEMENT / EXPERIENCE MORENO VALLEY CORPORATE YARD PROJECT, MORENO VALLEY FIRE STATION #73, FONTANA RAYMOND AVENUE GRADE SEPARATION, FULLERTON INLAND EMPIRE UTILITIES AGENCY, CHINO, FONTANA, RANCHO CUCAMONGA LANCASTER WATER RECLAMATION (WRP) EXPANSION, STAGE 5, LANCASTER BOULDER-HOLT SEWER IMPROVEMENTS, ONTARIO UPPER MOJAVE REGIONAL RECHARGE AND RECOVERY (R3) PROJECT, SAN BERNARDINO COUNTY �RMA Group Every Project Matters I www.rmacompanies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 20-1600-P SEPTEMBER 30, 2020 1 Page ix m z 0 57< m 0 c 55 m 0 -n 0 APPENDIX I REQUIRED FORMS APPENDIX CERTIFICATIONS j Appendix ATTACHMENT 34: NON -COLLUSION AFFIDAVIT CERTIFICATIOIeIS NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired,. connived or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain fiom bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further,. that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Non -collusion Affidavit. BIDDERS are cautioned that making a false certification nay subject the certifier to criminal prosecution. Signed State of California Countyof.ian �,�nG�'��h° S}�bscribed and sworn to (or affirmed) before me on this �n1 � day of �� 2001 D by �/Qw.�� �l.(Pr►Gcr,k i ,proved to me on the basis of satisfactory evidence to be the person�j who appeared before me. I w-� Notary Public Signature Notary Public Seal ,rr RMA Group 1;veryProjertMatte�s www,�macompanies.com RFP NO: 20-111 � MATERIALS TESTING &SPECIAL INSPECTION SERVICES CITY OF SANTA ANA � 20-1600-P � SEPTEMBER 30, 2020 Page x • aCs�•_s�C_c�•_�f�..aC.:� _aC_.aCs���C.a�C_c�Cs�Cs�C_s� _:�C.r�C�C.:�C�C�C.c��C_c�C,�C� ..�R.�C�C.a ..>C�C_.�C_:� .:�.',.�.•s>C.>C_� .aC�•_^.� _ ❑ See Attached Document (NotaI to cross out lines 1-6 below) See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary) Signature of Document Signer No. 1 Signature of Document Signer No. 2 (if any) A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of �aV1 1�2C Ylgc�L Iil� DESTANI TAYLOR 7ALAVERA �`%`'�� T`'r Notary Public -California San Bernardino County V 'y Commission # 2254634 �+ �•"'� My Comm. Expires Aug 17, 2022 Seal Place Notary Seal Above Subscribed and to affirmed) before sworn (or me on this day of by Date rf S/a we le u.. . of proved to me on the basis of satisfactory evidence to be the persons) who appeared before me. Signature OPTIONAL Signature of l\Yotary Public Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: C i1� � Sariko, 1�1v1o, Document Date: po Joao Number of Pages: Signer(s) Other Than Named Above: Ajor�.c ©2014 National Notary Association " www.NationalNotary.org • 1-80MS NOTARY (1-800-87&6827) Item #5910 APPENDIX I CERTIFICATIONS Appendix ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. Firm Signed and Printed Name: Slawek Dymerski, PE, GE Title Vice President Date 9/30/2020 Vr RMA Group EveryProject Matters I www.rmacompanies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 1 Page A APPENDIX CERTIFICATIONS Appendix ATTACHMENT 3-3: NON-DISCRIMINATION CERTIFICATION CERTIFICATIONS The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: 1. The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted Vr RMA Group EveryProject Matters I www.rmacompanies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 Page xii APPENDIX I CERTIFICATIONS by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: 1 Slawek Dymerski, PE, GE Title: Vice President Firm: RMA Group Date: 9/30/2020 Vr RMA Group EveryProject Matters I www.rmacompanies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 Page xiii APPENDIX CERTIFICATIONS Appendix ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: 1. No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. Firm California Testing & Inspections, Inc. Signed and Printed Name: Title President Date 09/25/2020 Vr RMA Group EveryProject Matters I www.rmacompanies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 1 Page xiv APPENDIX CERTIFICATIONS Appendix ATTACHMENT 3-3: NON-DISCRIMINATION CERTIFICATION CERTIFICATIONS The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted Vr RMA Group EveryProject Matters I www.rmacompanies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 Page xv APPENDIX CERTIFICATIONS by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: Title: President Firm: California Testing & Inspections, Inc. Date: 09/25/2020 Vr RMA Group EveryProject Matters I www.rmacompanies.com RFP NO: 20-111 1 MATERIALS TESTING & SPECIAL INSPECTION SERVICES I CITY OF SANTA ANA 120-1600-P I SEPTEMBER 30, 2020 Page xvi I A Group Every Project Matters I www.rmacompanies.com O CORPORATEJ` // " "'"' 12130 Santa Margarita Court I Rancho Cucamonga, CA 91730 909.989.1751 1 909.989.4287 °I -% CALIFORNIA LOCATIONS - 1210 East 223rd Street, Suite 319 1 Carson, CA 90745 310.684.4854 1310.861.1117 5102 Port Chicago Highway, Suite B I Concord, CA 94520 925.243.6662 1408.362.4926 3150 Fitzgerald Road I Rancho Cordova, CA 95742 916.631.7194 1916.631.7256 6976 Convoy Court I San Diego, CA 92111 858.609.7168 1858.598.6102 130 Archer Street I San Jose, CA 95112 408.362.4920 1408.362.4926 QUALITY MANAGEMENT GEOTECHNICAL ENGINEERING MATERIALS TESTING ��•ia�aarr�ai.��inaaar�e� SPECIAL INSPECTION STORM WATER MANAGEMENT AVIATION 0 CIVIC HEALTHCARE HIGHER EDUCATIO HOTELS AND CASIN K-12 SCHOOLS LAND DEVELOPMENT PORTS POWER AND ENERGY SPORTS AND RECREATION TRANSIT AND RAIL TRANSPORTATION WATER INFRASTRUCTURE EXHIBIT C IRMA Group Every Project Matters I www.rmacom anies.com May 19, 2021 RMA Group No: 20-1600-P Mr. Sean Thomas City of Santa Ana Public Works Agency M-36 20 Civic Center Plaza I Ross Annex Santa Ana, CA 92701 SUBJECT: RFP NO. 20-111 1 MATERIALS TESTING AND SPECIAL INSPECTION SERVICES Dear Mr. Thomas: RMA Group is pleased to provide a fee proposal in regards to RFP No. 20-111 On -Call Materials Testing and Special Inspection Services for the City of Santa Ana. Our rate schedule is included on the following pages which represents our proposed personnel rates for our staff that would be assigned to this contract, as well as unit costs for laboratory materials testing. Our general conditions for minimum call out charges, overtime charges, and reimbursable expenses are described in the final page of the attached schedule of fees. As the Vice President of the firm, I am duly authorized to bind RMA Group to all statements and representations made herein and represent the authenticity of the information as presented. Sincerely, Slawek Dymerski, PE, GE Vice President RMA Group 2020 Schedule of Fees and General Terms Every Project Matters I www.rmocom onies.com Personnel Charges - Professional Staff Product Name Units Rate ($) Staff Geologist - Office HR $135.00 Staff Geologist - Field HR $135.00 Staff Engineer- Office HR $135.00 Staff Engineer - Field HR $135.00 Qualified SWPPP Practitioner QSP HR $140.00 Qualified SWPPP Developer QSD HR $150.00 Project Manager- Office HR $155.00 Project Manager - Job Conference HR $155.00 Project Manager- Field HR $155.00 Project Geologist - Office HR $170.00 Project Geologist - Job Conference HR $170.00 Project Geologist - Field HR $170.00 Project Geologist - Consultation HR $170.00 Project Engineer- Office HR $170.00 Project Engineer- Laboratory HR $170.00 Project Engineer - Job Conference HR $170.00 Project Engineer- Field HR $170.00 Project Engineer - Consultation H R $170.00 Principal Geologist -Office HR $190.00 Principal Geologist - Job Conference HR $190.00 Principal Geologist - Field HR $190.00 Principal Geologist - Expert Witness HR $400.00 Principal Geologist - Court Appearance HR $450.00 Principal Geologist - Consultation HR $190.00 Principal Engineer- Office HR $190.00 Principal Engineer - Job Conference HR $190.00 Principal Engineer- Field HR $190.00 Principal Engineer - Expert Witness HR $400.00 Principal Engineer - Court Appearance HR $450.00 Principal Engineer - Consultation HR $190.00 Drafting HR $90.00 Administrative HR $60.00 Personnel Charges - Field Staff Product Name Units Rate ($) Supervising Special Inspector HR $125.00 Supervising Soil Technician HR $125.00 Supervising Public Works Inspector HR $125.00 Special Inspector Wood Construction HR $120.00 Special Inspector Structural Steel HR $110.00 Special Inspector Shotcrete HR $110.00 Special Inspector Roofing/Waterproofing HR $110.00 Special Inspector Reinforced Concrete HR $110.00 Special Inspector Prestressed Concrete HR $110.00 Special Inspector Post Tensioned Concrete HR $110.00 Special Inspector Post Installed Anchors HR $110.00 Special Inspector Masonry (DSA) HR $110.00 Special Inspector Masonry HR $110.00 Special Inspector High Strength Bolting HR $110.00 Special Inspector Fire Stopping HR $110.00 Special Inspector Fire Proofing HR $110.00 Special Inspector Fiber Wrap HR $110.00 2020 Schedule of Fees and General Terms Page 1 of 8 IRMA Group 2020 Schedule of Fees and General Terms Every Project Matters, www.rmccom anies.com Special Inspector Concrete Batch Plant HR $110.00 Special Inspector Coatings HR $120.00 Special Inspector (ICC) HR $110.00 Soils Technician Rough Grading HR $110.00 Soils Technician Retesting HR $110.00 Soils Technician Compaction Testing HR $110.00 Soils Engineering Technician HR $110.00 Radiographic Testing Crew HR $400.00 Quality Control Manager HR $145.00 Pull I Torque Testing Technician HR $110.00 Public Works Technician - Concrete HR $110.00 Public Works Technician -Asphalt HR $110.00 Public Works Technician HR $110.00 Public Works Inspector- Concrete Plant HR $110.00 Public Works Inspector - Concrete Paving HR $110.00 Public Works Inspector -Asphalt Plant HR $110.00 Public Works Inspector -Asphalt Paving HR $110.00 Public Works Inspector HR $110.00 Project Inspector (IOR) HR $110.00 Pick-up and Delivery of Test Specimens HR $55.00 Non Destructive Testing ASNT Level III HR $200.00 Non Destructive Testing ASNT Level II HR $110.00 Mechanical I Electrical Inspector HR $110.00 Laboratory Technician - Field Lab HR $95.00 ID Reinforcing or Structural Steel HR $110.00 Horizontal Wall Coring HR $110.00 Concrete Coring HR $110.00 Building Inspector HR $110.00 AWS Certified Welding Inspector- Shop HR $110.00 AWS Certified Welding Inspector- Field HR $110.00 Assistant Wall Coring HR $110.00 Asphalt Coring HR $110.00 ACI Concrete Technician HR $110.00 Laboratory Tests - Steel Product Name Units Rate ($) Steel Chemical Analysis EA $205.00 AWS Weld: Macroetch EA $110.00 AWS Weld: Fracture EA $75.00 AWS Bend Test EA $75.00 ASTM F606 Nut: Proof Load up to 7/8" EA $65.00 ASTM F606 Nut: Proof Load up to 1 1/2" EA $100.00 ASTM F606 Bolt Wedge Tensile to 7/8" EA $90.00 ASTM F606 Bolt Wedge Tens 7/8" to 1 1/2" EA $110.00 ASTM F606 Bolt Axial Tensile to 7/8" EA $60.00 ASTM F606 Bolt: Proof Load up to 7/8" EA $100.00 ASTM F606 Bolt: Proof Load up to 1 1/2" EA $125.00 ASTM F606 Bolt: Axial 7/8" - 1 1/2" EA $95.00 ASTM E605 Spray Applied Fireproofing Den EA $135.00 ASTM A416 Tensile Test Only EA $175.00 ASTM A416 Stress -Strain Analysis EA $240.00 2020 Schedule of Fees and General Terms Page 2 of 8 IRMA Group Every Project Matters, www.rmacom anies.com 2020 Schedule of Fees and General Terms ASTM A370 Tensile Up to 400K Ibs (Each) EA $160.00 ASTM A370 Tensile Up to 300K Ibs (Each) EA $100.00 ASTM A370 Tensile Up to 200K Ibs (Each) EA $90.00 ASTM A370 Tensile Up to 100K Ibs (Each) EA $75.00 ASTM A370 Tensile Stress -Strain Percent EA $205.00 ASTM A370 Tensile 400K - 500K Ibs (Each) EA $365.00 ASTM A370 Rockwell Hardness (Each) EA $110.00 ASTM A370 Rebar Tension up to #8 EA $60.00 ASTM A370 Rebar Tension #9 to #11 EA $75.00 ASTM A370 Rebar Tension #18 EA $170.00 ASTM A370 Rebar Tension #14 EA $115.00 ASTM A370 Headed Bar Prod. Lot up to #8 LOT $275.00 ASTM A370 Headed Bar Prod. Lot #9 to #11 LOT $335.00 ASTM A370 Headed Bar Prod. Lot #18 LOT $670.00 ASTM A370 Headed Bar Prod. Lot #14 LOT $515.00 ASTM A370 Bend Test Rebar up to #8 EA $50.00 ASTM A370 Bend Test Rebar #9 to #11 EA $60.00 ASTM A370 Bend Test Rebar # 18 EA $170.00 ASTM A370 Bend Test Rebar #14 Laboratory Tests - Soil EA $115.00 Product Name Units Rate ($) ASTM D854 Specific Gravity of Soils EA $265.00 ASTM D698 Maximum Density Std Effort EA $290.00 ASTM D559 Soil Cement Sample Preparation EA $140.00 ASTM D558 Soil -Cement Maximum Density EA $375.00 ASTM D5333 Hydro Collapse Potential EA $240.00 ASTM D4972 pH of Soils EA $115.00 ASTM D4943 Shrinkage Factor by Resin EA $260.00 ASTM D4829 Expansion Index of Soils EA $240.00 ASTM D4546 Swell Potential EA $240.00 ASTM D4318 Plasticity Index of Soils EA $335.00 ASTM D422 Sieve Analysis of Soil EA $240.00 ASTM D422 Hydrometer Anaylsis EA $335.00 ASTM D3080 Direct Shear, Consol&Drained EA $375.00 ASTM D2974 Moisture, Ash, Organic Matter EA $110.00 ASTM D2937 In -Place Density, Drive Cyl EA $65.00 ASTM D2844 R-Value & Expansive Pressures EA $440.00 ASTM D2435 Consolidation with Time Rate EA $335.00 ASTM D2435 Consolidation EA $275.00 ASTM D2434 Const Head Permeability Test EA $470.00 ASTM D2419 Sand Equivalent EA $170.00 ASTM D2216 Soil Moisture Content by Mass EA $45.00 ASTM D2166 Unconfined Comp Strength EA $335.00 2020 Schedule of Fees and General Terms Page 3 of 8 WRiMAGroup Every Project Matters I www.rmacompanies.com 2020 Schedule of Fees and General Terms ASTM D2050 Tri-Axial Shear Strength EA $470.00 ASTM D1883 California Bearing Ratio EA $605.00 ASTM D1633 Compression Test Soil Cement EA $110.00 ASTM D1557 Max Density Optimum Moisture EA $290.00 ASTM D1140 Materials Finer than #200 EA $140.00 AASHTO T100 Specific Gravity of Soils Laboratory Tests - Masonry EA $275.00 Product Name Units Rate ($) ASTM E519 Assemblage Comp Str 8" Block EA $125.00 ASTM E519 Assemblage Comp Str 16" Block EA $175.00 ASTM E519 Assemblage Comp Str 12" Block EA $140.00 ASTM C90 Masonry Block Conformance SET $740.00 ASTM C780 Mortar Cylinder Compression EA $40.00 ASTM C67 Brick Moisture & Absorption SET $110.00 ASTM C67 Brick Modulus of Rupture EA $135.00 ASTM C67 Brick Compressive Strength SET $125.00 ASTM C67 Brick 5 Hour Boil EA $135.00 ASTM C426 Block Linear Shrinkage SET $375.00 ASTM C140 Block Unit Wt & Dimensions SET $265.00 ASTM C140 Block Moisture & Absorption SET $110.00 ASTM C140 Block Compressive Strength SET $100.00 ASTM C1314 Masonry Core Shear Str 8" Max EA $110.00 ASTM C1314 Masonry Core Comp Str 8" Max EA $100.00 ASTM C109 Compressive Strength 2" Cube EA $50.00 ASTM C1019 Grout Prism Compression Laboratory Tests - Environmental EA $50.00 Product Name Units Rate ($) OSHA ID-191 Asbestos EA Quote EPA 9040 pH of Soil EA Quote EPA 8310 Polynuclear Aromatic Hydrocarbons EA Quote EPA 8270 Semi -Volatile Organic Compounds EA Quote EPA 8151 Chlorinated Herbicides EA Quote EPA 8141 Organo-Phosphorous Pesticides EA Quote EPA 8082 PCB's EA Quote EPA 8081 Organo-Chlorine Pesticides EA Quote EPA 8021 or 8260 Volatile Organic Compounds EA Quote EPA 8015 Total Petroleum Hydrocarbons EA Quote EPA 6010 & 7471 TTLC Lead EA Quote EPA 6010 & 7471 TTLC 17 Metals Laboratory Tests — Concrete EA Quote Product Name Units Rate ($) T 336 Coefficient of Thermal Expansion EA $670.00 ASTM C78 Flexural Strength, Beam EA $125.00 ASTM C649 Concrete Modulus of Elasticity EA $205.00 2020 Schedule of Fees and General Terms Page 4 of 8 1�� RMA Group Every Project Matters I www. rmacom anies.com 2020 Schedule of Fees and General Terms ASTM C496 Splitting Tensile Test EA $125.00 ASTM C495 Lightweight Concrete Strength EA $65.00 ASTM C495 Density - Lightweight Concrete EA $240.00 ASTM C42 Compressive Strength, Core EA $100.00 ASTM C39 Cyl Tested out of Sequence EA $50.00 ASTM C39 Concrete Cyl Cured or Tested EA $40.00 ASTM C157 Concrete Shrinkage (Set of 3) SET $600.00 ASTM C138 Unit Weight of Concrete EA $90.00 ASTM C1140 Shotcrete Panel Test Laboratory Tests - Caltrans SET $335.00 Product Name Units Rate ($) CT670 Tensile Strength up to #8 EA $75.00 CT670 Tensile Strength #8 - #11 EA $110.00 CT670 Tensile Strength #18 EA $205.00 CT670 Tensile Strength #14 EA $140.00 CT670 Production Lot up to #8 (Ultimate) LOT $405.00 CT670 Production Lot up to #8 (Service) LOT $335.00 CT670 Production Lot #9 to #11(Ultimate) LOT $470.00 CT670 Production Lot #9 to #11 (Service) LOT $405.00 CT670 Production Lot #18 (Ultimate) LOT $1,005.00 CT670 Production Lot #18 (Service) LOT $725.00 CT670 Production Lot #14 (Ultimate) LOT $740.00 CT670 Production Lot #14 (Service) LOT $535.00 CT670 Operator Qualification up to #8 LOT $470.00 CT670 Operator Qualification up to #8 EA $470.00 CT670 Operator Qualification #9 - #11 LOT $535.00 CT670 Operator Qualification #9 - #11 EA $535.00 CT670 Operator Qualification #18 LOT $1,135.00 CT670 Operator Qualification #18 EA $1,135.00 CT670 Operator Qualification #14 LOT $800.00 CT670 Operator Qualification #14 EA $800.00 CT643 Resistivity and pH EA $135.00 CT550 Surface Abrasion of Concrete EA $535.00 CT534 Water Retention, Liq Curing Cmpnd EA $570.00 CT531 Length of Drilled Concrete Cores EA $65.00 CT524 RSC Flexural Strength, Beam EA $125.00 CT523 Concrete Flexural Strength, Beam EA $125.00 CT521 Concrete Cyl Compressive Strength EA $40.00 CT521 Compressive Strength LCB EA $40.00 CT 52-1-08C Slip Test EA $205.00 CT515 Relative Mortar Strength, PCC Sand EA $800.00 CT422 Chloride Content EA $115.00 CT417 Soluble Sulfates EA $135.00 2020 Schedule of Fees and General Terms Page 5 of 8 IRMA Group Every Project Matters, www.rmocom onies.com 2020 Schedule of Fees and General Terms CT382 Ignition Oven Correction Factor EA $405.00 CT382 Asphalt Content by Ignition EA $255.00 CT379 Asphalt Content Nuclear Guage EA $275.00 CT371 Tensile Strength Ratio EA $1,470.00 CT370 Moisture Content by Microwave EA $110.00 CT366 Stabilometer Value EA $365.00 CT309 Maximum Theoretical Density EA $275.00 CT308(C) Core Density SSD EA $65.00 CT308(C)/366 Stability and Density EA $440.00 CT308(A) Core Density Paraffin Coated EA $75.00 CT308(A)/366 Stability and Density EA $440.00 CT305 Swell of Bituminous Mixtures EA $470.00 CT304/308(A) LTMD Kneading Compactor EA $440.00 CT303 Approximate Bitumen Ratio EA $335.00 CT302 Film Stripping EA $335.00 CT301 Resistance R-Value Stabilometer EA $390.00 CT235 Flat and Elongated Particles EA $390.00 CT234 Angularity & Voids, Fine Agg EA $265.00 CT229 Durability Index EA $405.00 CT 227 Cleaness Value EA $390.00 CT226 Moisture Content by Oven Drying EA $45.00 CT217 Sand Equivalent EA $170.00 CT 216 CA Impact Max Density EA $265.00 CT216 CA Impact, Rock Correction EA $65.00 CT214 Soundness by Sodium Sulfate EA $510.00 CT213 Organic Impurities in Sand EA $135.00 CT211 Abrasion, Los Angeles Rattler EA $335.00 CT209 Specific Gravity of Soil EA $275.00 CT208 Apparent Specific Gravity of Fines EA $275.00 CT207 Specific Gravity, Fine Aggregate EA $225.00 CT206 Specific Gravity, Coarse Aggregate EA $185.00 CT205 Percentage Crushed Particles EA $205.00 CT204 Plasticity Index, Atterberg EA $305.00 CT202 Sieve Analysis, Fine Agg EA $190.00 CT202 Sieve Analysis, Combined Agg EA $245.00 CT202 Sieve Analysis, Coarse Agg Laboratory Tests - Asphalt EA $185.00 Product Name Units Rate ($) ASTM D6927 Marshal Stability and Flow EA $440.00 ASTM D6926 Lab Max Density Marshall EA $335.00 ASTM D6307 Ignition Oven Calibration EA $405.00 ASTM D6307 Asphalt Content by Ignition EA $255.00 ASTM D5444 Gradation of Extracted Agg EA $275.00 2020 Schedule of Fees and General Terms Page 6 of 8 �R�MA Group Every Project Matters I www.rmacompcinies.com 2020 Schedule of Fees and General Terms ASTM D4125 Asphalt Content Nuclear Guuge EA $335.00 ASTM D3910 Wet Track Abrasion EA $205.00 ASTM D2726 Core Density (SSD) EA $65.00 ASTM D244 Emulsion Sieve Analysis EA $165.00 ASTM D244 Emulsion Residue Evaporation EA $240.00 ASTM D2172 Asphalt Content by Solvents EA $375.00 ASTM D2041 Maximum Theoretical Density EA $265.00 ASTM D1561 LTMD Kneading Compactor EA $355.00 ASTM D1560 Hveem Stability and Density EA $440.00 ASTM D1560 Hveem Stability EA $305.00 ASTM D1188 Core Density Parafilm Coated EA $75.00 AASHTO T324 Hamburg Wheel Tracking Test EA $1,100.00 AASHTO T324 Hamburg Wheel Tracking - RHMA EA $1,100.00 AASHTO T312/T275 LTMD Gyratory Compactor EA $440.00 AASHTO T312/T275 LTMD Gyratory Comp.- RHMA EA $440.00 AASHTO T308 Asphalt Content by Ignition EA $255.00 AASHTO T308A AC Correction Factor EA $470.00 AASHTO T283 Tensile Strength Ratio - RHMA EA $1,050.00 AASHTO T283 Tensile Strength Ratio EA $1,050.00 AASHTO T275 Core Denisty Paraffin Coated EA $75.00 AASHTO T209 Theoretical Maximum Density Laboratory Tests - Aggregates EA $265.00 Product Name Units Rate ($) ASTM D5821 Percent Fractured Particles EA $205.00 ASTM D4791 Flat & Elongated Particles EA $375.00 ASTM D2419 Sand Equivalent EA $170.00 ASTM C88 Soundness by Sodium Sulfate EA $535.00 ASTM C566 Moisture Content by Drying EA $35.00 ASTM C535, Abrasion Large Aggregate EA $335.00 ASTM C40 Organic Impurities in Fine Agg EA $135.00 ASTM C289 Alkali -Silica Reactivity EA $670.00 ASTM C142 Clay Lumps & Friable Particles EA $260.00 ASTM C136 Sieve Analysis, Fine Agg EA $205.00 ASTM C136 Sieve Analysis, Combined Agg EA $240.00 ASTM C136 Sieve Analysis, Coarse Agg EA $205.00 ASTM C131 Abrasion, Los Angeles Rattler EA $335.00 ASTM C128 Specific Gravity, Fine Agg EA $240.00 ASTM C127 Specific Gravity, Coarse Agg EA $205.00 ASTM C1252 Angularity & Voids, Fine Agg EA $240.00 ASTM C123 Percent Lightweight Particles EA $275.00 ASTM C117 Materials Finer than No. 200 EA $140.00 AASHTO T96 Abrasion, Los Angeles Rattler EA $335.00 AASHTO T85 Specific Gravity, Coarse Agg EA $205.00 2020 Schedule of Fees and General Terms Page 7 of 8 r�,.elk RMA Group 2020 Schedule of Fees and General Terms Every Project Matters I www. rmacompanies.com AASHTO T84 Specific Gravity, Fine Agg EA $240.00 AASHTO T335 Percent Fractured Particles EA $205.00 AASHTO T304 Angularity & Voids in Fines EA $225.00 AASHTO T27 Sieve Analysis, Fine Agg EA $205.00 AASHTO T27 Sieve Analysis, Combined Agg EA $240.00 AASHTO T27 Sieve Analysis, Coarse Agg EA $185.00 AASHTO T176 Sand Equivalent Equipment Charges EA $170.00 Product Name Units Rate ($) VOC Meter DAY $100.00 Ultrasonic Test Unit and Consumables DAY $50.00 Torque Wrench DAY $50.00 Stationary Laboratory Trailer & Testing Equipment MO $500.00 Skidmore DAY $50.00 Set of Aerial Photographs HR Quote Schmidt Hammer DAY $50.00 Rotary Wash Drill Rig with Operator HR $550.00 Proof Load Testing Equipment DAY $100.00 Portable Drilling Equipment w/ Operator HR $450.00 Portable Drilling Equipment HR $450.00 Per Diem DAY $100.00 Nuclear Density Test Gauge DAY $25.00 Mobile Laboratory Trailer Mobilization EA $500.00 Mobile Laboratory Trailer & Testing Equipment DAY $500.00 Misc Subconsultant HR Quote Misc Permits LS Quote Mini Environmental Quality Meter DAY $300.00 Mileage MILE Quote Materials / Supplies HR Quote Magnetic Particle Test Unit DAY $50.00 Inertial Profiler DAY $1,800.00 Hollow Stem Auger Drill Rig w/ Operator HR $375.00 Holiday Tester DAY $100.00 Hand Held Turbidity Meter DAY $20.00 Dutch Cone Penetrometer with Operator HR $275.00 Drilling Equip Mobilization / De -Mob EA $600.00 Diamond Bit Core Rig and Generator DAY $500.00 Bucket Auger Drill Rig with Operator HR $475.00 Blueprinting HR Quote ASTM C1028 Coefficient of Friction DAY $400.00 Air Rotary Drill Rig with Operator HR $550.00 2020 Schedule of Fees and General Terms Page 8 of 8 RMA Group Every Project Matters I www.rmccompanies.com GENERAL CHARGES 2020 Schedule of Fees and General Terms • RMA Group requires twenty-four (24) hour prior notification for scheduling inspectors and/or technicians. • Inspection charges start at the scheduled show up time at the job site. All inspection hours will be billed in the following increments: • There will be a minimum two (2) hour charge for any RMA Group employee presence on site. • Anytime less than four (4) hours of work will be billed as four (4) hours. • Four (4) to eight (8) hours will be billed as eight (8) hours. • When personnel are required to work in excess of 5 hours without an uninterrupted meal period of 30 minutes, due to project constraints, % hour will be charged at double time rates in addition to any applicable hours worked. Rates are valid through June 301h of 2022. Rates for personnel will increase by 4% per year on July 1st of 2022 and each subsequent year. • Administrative/clerical support will be charged at 5%of the monthly direct charges. • Certified Payroll Reports will be prepared upon request. There will be a $75.00 charge for each certified payroll report. • Outside services will be billed at cost plus 15% unless billed directly to and paid for by Client. • Requests made by client for management attendance at meetings at the project site will be charged at standard rate. OVERTIME CHARGES • Work performed in excess of 8 hours per day and/or up to eight (8) hours on Saturdays will be billed at 1.5 times the unit rate. • Work performed on Sunday, recognized holidays, or in excess of eight (8) hours on Saturdays will be billed at 2.0 times the unit rate. • A 20% surcharge will be applied for laboratory tests performed on a Saturday or Sunday. PER DIEM AND TRAVEL CHARGES • An $85.00 charge per day will be applied when our personnel are required to stay overnight at remote locations. • Time will be billed at the unit rate while traveling to a remote location or if a location requires an overnight stay • Mileage for travel outside a 50 mile radius from either the project site or the nearest RMA facility whichever is closest, will be charged at a rate of $0.58 per mile. NIGHT WORK • A $10.00 per hour surcharge will be added to all personnel rates for work performed during night shifts. 2020 Schedule of Fees and General Terms Page 9 of 8 CALIFORNIA TESTING & INSPECTIONS Geotechnical and Construction Material Testing Laboratory SCHEDULE OF FEES 2020 LaboratoryMaterial Testing For samples delivered our facilities CONCRETE & MASONRY Compression Test-ASTM C39 Concrete, Grout and Mortar samples (per unit) $25 Compression Grouted Prisms-ASTM C1314 8 x8" Grouted Prisms (each) $90 Compression Concrete or Shotcrete Core(per unit $35 Masonry Blocks-ASTM C140 Set of 6: Net Area, Absorption, Compression $500 Compression Masonry Core $35 Shear Masonry Core $50 Length change-ASTM C157 3 bars $180 Flexural Strength — ASTM C78 each beam $65 AGGREGATES Moisture Content-ASTM C566 Fine or Coarse Aggregate $6 Particle Sieve Analysis-ASTM C136 $80 Specific Gravity -ASTM C127 $75 Specific Gravity -ASTM C128 $80 Organic Impurities -ASTM C40 $40 SOILS Visual Classification-ASTM D2488 $5 Moisture Content-ASTM D2216 $6 MC & DID(per sample) $10 Organic Content by Ignition Method $100 Compaction 4"-ASTM D1557 $115 Compaction 6"-ASTM D1557 $130 Compaction Caltrans-CT 216 $130 Sieve Analysis - ASTM D6913 $100 Sieve Analysis Fine Only-ASTM C136 $65 Material Finer #2oo-ASTM D1140 $50 Hydrometer Analysis-ASTM D422 $115 Sand Equivalent — ASTM 2419 $65 Plastic Index-ASTM D4318 Method A/Method B $90/$70 Expansion Index-ASTM D4829 $90 Specific Gravity Soils-ASTM D854 $80 Direct Shear-ASTM D3080(per point)/Residual Cycle $90/$40 Consolidation - ASTM D2453/Additional Load $190/$40 Collapse Potential-ASTM D4546 $70 Remolded sample $30 R-Value ASTM D2844 $390 Corrosivi Test Caltrans Series $180 STRUCTURAL STEEL Tensile and Bending ASTM A370 - up to size #9 rebar $140 Tensile and Bending ASDTM A370 - size #10 and u $160 Structural Steel Coupon chemical analysis $190 www.caltestinspection.com High Strength Bolts-ASTM F606: Bolt Tensile, Nut proof test, Rockwell hardness $350 Pre -stress Wire ASTM A416 $150 ASPHALT Extraction and Gradation-ASTM D6307 $360 Bulk Specific Gravity- ASTM 2726 $280 FIREPROOFING Density- ASTM E605 Per sample $65 Professional Services Geotechnical Engineer $180/hr Project Manager - Project Engineer $135/hr Project Administration: Clerical, Drafting $65/hr Laboratory Technician $60/hr Field Inspection Services FIELD SERVICES *(Regular Hours rate)* Batch Plant Inspection Non PW Rate PW Rate $80/hr $95/hr Reinforced Concrete Inspector $85/hr $95/hr Masonry Inspector $85/hr $95/hr ACI Field Testing Technician $80/hr $95/hr Post Tension Concrete Inspector $85/hr $95/hr Shotcrete Inspector $85/hr $95/hr Welding Inspector CWI $85/hr $95/hr Bolting Inspection — Skidmore equipment included $85/hr $95/hr Fireproofing Inspector $85/hr $95/hr Pachometer — Equipment included $80/hr $98/hr Torque Test — Equipment included $80/hr $95/hr Pull Test — Equipment included $80/hr $95/hr NDT: Ultrasonic, Dye Penetrant, Magnetic Particle Inspection $95/hr $98/hr Soils/Asphalt Technician — Sand Cone and/or Nuclear gauge included $85/hr $95/hr Coring of Shotcrete panels at Laboratory — 4 cores $150/ anel $150/ anel Coring at job site — 2 Technicians and Equipment — Min. 4hrs $750/4-hr $850/4-hr Pick-up samples — up to 50 miles from CT&I office $45(Trip) Geotechnical Investigation and testing By Quote (*) PW Rates increase yearly per DIR Field soils inspections exclude contaminated soils testing and/or sampling. Field personnel are billed in 4 hour and 8 hour blocks, in accordance with Prevailing Wage Requirements (if applicable). Work over 8 hours per day, the first 12 hours on Saturday or more than 40 hours per week is billed at 1.5 times the above rates. Work over 12 hours on Monday to Saturday, Sunday or Holiday is billed at 2.0 times the above rates. A 2 hour minimum show up time will be billed for cancellation of inspection personnel less than 4 hours in advance. Shop/Batch inspections more than 50 miles from our office will have billable travel costs. Sub -Consultant services will incur on a mark-up cost. www.caltestinspection.com CALIFORNIA TESTING & INSPECTIONS Geotechnical and Construction Material Testing Laboratory SCHEDULE OF FEES 2021 - FOR ON -CALL SERVICES LaboratoryMaterial Testing CONCRETE & MASONRY Compression Test-ASTM C39 Concrete, Grout and Mortar samples(per unit $25 Compression Grouted Prisms-ASTM C1314 8"x8" Grouted Prisms each $90 Compression Concrete or Shotcrete Core(per unit $35 Masonry Blocks-ASTM C140 Set of 6: Net Area, Absorption, Compression $500 Compression Masonry Core $35 Shear Masonry Core $50 Length change-ASTM C157 3 bars $180 Flexural Strength — ASTM C78 each beam $65 AGGREGATES Moisture Content-ASTM C566 Fine or Coarse Aggregate $6 Particle Sieve Analysis-ASTM C136 $80 Specific Gravity -ASTM C127 $75 Specific Gravity -ASTM C128 $80 Organic Impurities -ASTM C40 $40 SOILS Visual Classification-ASTM D2488 $5 Moisture Content-ASTM D2216 $6 MC & DD(per sample) $10 Organic Content by Ignition Method $100 Compaction 4"-ASTM D1557 $115 Compaction 6"-ASTM D1557 $130 Compaction Caltrans-CT 216 $130 Sieve Analysis — ASTM D6913 $100 Sieve Analysis Fine Only-ASTM C136 $65 Material Finer #200-ASTM D1140 $30 Hydrometer Analsis-ASTM D422 $115 Sand Equivalent — ASTM D2419 $65 Plastic Index-ASTM D4318 $90 Expansion Index-ASTM D4829 $90 Specific Gravity Soils-ASTM D854 $90 Direct Shear-ASTM D3080(per point)/Residual Cycle $90/$40 Consolidation -ASTM D2453/Additional Load $190/$40 Collapse Potential-ASTM D4546 $70 Remolded sample $30 R-Value ASTM D2844 $390 Corrosivit Test Caltrans Series $250 STRUCTURAL STEEL Tensile and Bending ASTM A370 - up to size #9 rebar $140 Tensile and Bending ASTM A370 - size #10 and u $160 Structural Steel Coupon chemical analysis $190 www.caltestinspection.com SCHEDULE OF FEES 2021- FOR ON CALL SERVICES High Strength Bolts-ASTM F606: Bolt Tensile, Nut proof test, Rockwell hardness $350 Pre -stress Wire ASTM A416 $150 ASPHALT Extraction and Gradation-ASTM D6307 $360 Bulk Specific Gravity- ASTM 2726 $280 FIREPROOFING Density- ASTM E605 Per sample $65 InspectionField Batch Plant Inspection $98/hr Reinforced Concrete Inspector $98/hr Masonry Inspector $98/hr ACI Field Testing Technician $98/hr Post Tension Concrete Inspector $98/hr Shotcrete Inspector $98/hr Welding Inspector CWI $98/hr Bolting Inspection — Skidmore equipment included $98/hr Fireproofing Inspector $98/hr Pachometer — equipment included $99/hr Torque testing — Equipment included $98/hr NDT: Ultrasonic, Dye Penetrant, Magnetic Particle $99/hr Soils/Asphalt Technician — Sand Cone and/or Nuclear gauge included $98/hr Coring of Shotcrete panels at Laboratory — 4 cores $150/panel Coring at Job Site — 2 Technicians and Equipment — Min. 4-hrs charge $950/4-hr Pick-up samples — up to 50 miles from CT&I office $55(Trip) Geotechnical Investigation and testing By Quote Field Fee for services on regular business hours of 7am to 4pm, Monday to Friday with a minimum charge of 4-hrs I Over Time x1.5 I Double Time x2.0 I Travel time and additional charges may apply for projects more than 50 miles from our Paramount and National City offices. www.caltestinspection.com