Loading...
HomeMy WebLinkAboutAESCO, Inc. - 2021-12-21 2000 Main Street. Huntington Beach. CA 92648 9 City of Huntington Beach Appxc l/6D 7 -0 File #: 21-845 MEETING DATE: 12/21/2021 REQUEST FOR CITY COUNCIL ACTION SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Oliver Chi, City Manager PREPARED BY: Sean Crumby, Director of Public Works Subject: Approve and authorize execution of Professional Services Contracts for On-Call Materials Testing and Engineering Services with AESCO, Inc., GMU Geotechnical, Inc., Leighton Consulting, Inc., Ninyo & Moore Geotechnical & Environmental Sciences Consultants, and Twining, Inc. Statement of Issue: The Public Works Department requires professional materials testing, inspection, and engineering services on an on-call or as needed basis to support staff for construction of capital improvement projects. Financial Impact: The City's adopted FY 2021/22 Capital Improvement Program (CIP) Budget totals $39.3 million for approved projects citywide Each approved CIP project has a budget containing sufficient funding for design, environmental, engineering, construction, project management and other required costs. The five (5) recommended materials testing contracts. totaling $3.0 million, will be funded within each project's individual CIP budget, as needed. As such, no additional funding is required by this action. Recommended Action: A) Approve and authorize the Mayor and City Clerk to execute $600,000 "Professional Services Contract Between the City of Huntington Beach and AESCO, Inc., for On-Call Material Testing and Engineering Services:" and, B) Approve and authorize the Mayor and City Clerk to execute $600,000 "Professional Services Contract Between the City of Huntington Beach and GMU Geotechnical, Inc. for On-Call Material Testing and Engineering Services:" and, C) Approve and authorize the Mayor and City Clerk to execute S600,000 "Professional Services Contract Between the City of Huntington Beach and Leighton Consulting. Inc.. for On-Call Material Testing and Engineering Services and, City of Huntington Beach Page 1 cf 3 Pnnted on 12,15 2021 83 File #: 21-845 MEETING DATE: 12/21/2021 D) Approve and authorize the Mayor and City Clerk to execute $600,000 "Professional Services Contract Between the City of Huntington Beach and Ninyo & Moore for On-Call Material Testing and Engineering Services;" and, �E E) Approve and authorize the Mayor and City Clerk to execute $600,000 "Professional Services Contract Between the City of Huntington Beach and Twining, Inc., for On-Call Material Testing and Engineering Services." Alternative Action(s): Do not authorize the contracts and direct staff with an alternate action. Construction of budgeted Capital Projects could be delayed until new contracts are approved. Analysis: On July 12, 2021, the City advertised a Request for Proposal ("RFP") for On-Call Construction Material Testing Services. Proposals were requested and submitted in compliance with Chapter 3.03 of the Huntington Beach Municipal Code. Twenty (20) proposals were received for On-Call Construction Material Testing Services. In accordance with qualifications-based selected procurement per the Federal "Brooks Act," State SB 419, and the City of Huntington Beach Municipal Code Section 3.03 "Professional Services," the Public Works Department established a review board. Each firm stated their engineering category of expertise with their proposal. Proposals were then evaluated and ranked by a review board established by the Public Works Department. The top five (5) firms were selected in each category to increase opportunity for competitive proposals for future projects from qualified on-call consultants. The five (5) contracts recommended in this request for council action (RCA) are for support staff for the construction of a wide variety of non-State/Federally-funded capital improvement projects. These services have historically been utilized to supplement City staff to meet annual CIP goals, as an extension of staff, and/or to provide required expertise for unique projects. It is anticipated that these services will be required based on past years. Each project is evaluated on a case by case basis to determine if these as-needed contract services are necessary. The City's Capital Improvement Program ("CIP") in Fiscal Year 2021/22 totals $39.3 million in new projects. Typical design and construction support cost from the use of consultants on a CIP project can vary between ten to twenty percent (10-20%) of total costs for a CIP project. Therefore, it is practical to conservatively assume minimum annual construction consultant costs would be around $3 million to the City for total CIP projects or approximately $9 million over the next three (3) years. Professional construction materials testing and engineering services are typically required for most CIP projects, including streets and transportation, water, sewer, stormwater, parks and beaches, and facility improvement projects. Therefore, these consultants were selected to meet projected workload over the next three years with a total contract limit of$3 million. The proposed contract amounts are a not-to-exceed amount for a three-year term, with no guarantee of work. Funding for any and all of these contract services is only through City Council authorization in the budget approval process. Environmental Status: City of Huntington Beach Page 2 of 3 Pnnted on 1 2/1 512 02 1 File #: 21-845 MEETING DATE: 12/21/2021 Not applicable Strategic Plan Goal: Infrastructure & Parks Attachment(s): 1. Professional Services Contract between the City of Huntington Beach and AESCO, Inc., for On-Call Materials Testing and Engineering Services. 2. Professional Services Contract between the City of Huntington Beach and GMU Geotechnical, Inc., for On-Call Materials Testing and Engineering Services. 3. Professional Services Contract between the City of Huntington Beach and Leighton Consulting, Inc., for On-Call Materials Testing and Engineering Services. 4. Professional Services Contract between the City of Huntington Beach and Ninyo & Moore for On-Call Materials Testing and Engineering Services. 5. Professional Services Contract between the City of Huntington Beach and Twining, Inc., for On-Call Materials Testing and Engineering Services. 6. Professional Services Award Analysis City of Huntington Beach Page 3 of 3 Printed on 12/15/2021 DOwereca5 LegistarfP PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND AESCO, INC. FOR ON CALL MATERIAL TESTING AND ENGINEERING SERVICES THIS AGREEMENT ("Agreement") is made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and AESCO, INC., hereinafter referred to as "CONSULTANT." WHEREAS, CITY desires to engage the services of a consultant to provide On-Call Material Testing and Engineering Services; and Pursuant to documentation on file in the office of the City Clerk, the provisions of the Huntington Beach Municipal Code, Chapter 3.03, relating to procurement of professional service contracts have been complied with; and CONSULTANT has been selected to perform these services, NOW,THEREFORE, it is agreed by CITY and CONSULTANT as follows: I. SCOPE OF SERVICES CONSULTANT shall provide all services as described in Exhibit "A," which is attached hereto and incorporated into this Agreement by this reference. These services shall sometimes hereinafter be referred to as the "PROJECT." CONSULTANT hereby designates Kay Alabed., who shall represent it and be its sole contact and agent in all consultations with CITY during the performance of this Agreement. 2. CITY STAFF ASSISTANCE CITY shall assign a staff coordinator to work directly with CONSULTANT in the performance of this Agreement. 21-10613270338 1 of 11 5/19-204082 3. TERM; TIME OF PERFORMANCE Time is of the essence of this Agreement. The services of CONSULTANT are to I commence on December 21 20 21 (the "Commencement Date"). This Agreement shall automatically terminate three (3) years from the Commencement Date, unless extended or sooner terminated as provided herein. All tasks specified in Exhibit "A" shall be completed no later than (3) three years from the Commencement Date. The time for performance of the tasks identified in Exhibit "A" are generally to be shown in Exhibit "A." This schedule may be amended to benefit the PROJECT if mutually agreed to in writing by CITY and CONSULTANT. In the event the Commencement Date precedes the Effective Date, CONSULTANT shall be bound by all terms and conditions as provided herein. 4. COMPENSATION In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT on a time and materials basis at the rates specified in Exhibit "B," which is attached hereto and incorporated by reference into this Agreement, a fee, including all costs and expenses, not to exceed Six Hundred Thousand Dollars ($600,000.00). 5. EXTRA WORK In the event CITY requires additional services not included in Exhibit "A" or changes in the scope of services described in Exhibit "A," CONSULTANT will undertake such work only after receiving written authorization from CITY. Additional compensation for such extra work shall be allowed only if the prior written approval of CITY is obtained. 6. METHOD OF PAYMENT CONSULTANT shall be paid pursuant to the terms of Exhibit "B." 21-10613270338 2 of 11 5/19-204082 7. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONSULTANT agrees that title to all materials prepared hereunder, including, without limitation, all original drawings, designs, reports, both field and office notices, calculations, computer code, language, data or programs, maps, memoranda, letters and other documents, shall belong to CITY, and CONSULTANT shall turn these materials over to CITY upon expiration or termination of this Agreement or upon PROJECT completion, whichever shall occur first. These materials may be used by CITY as it sees fit. 8. HOLD HARMLESS A. CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents and volunteers from and against any and all claims, damages, losses, expenses, judgments, demands and defense costs (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) arising out of or in connection with CONSULTANT's (or CONSULTANT's subcontractors, if any) negligent (or alleged negligent) performance of this Agreement or its failure to comply with any of its obligations contained in this Agreement by CONSULTANT, its officers, agents or employees except such loss or damage which was caused by the sole negligence or willful misconduct of CITY. CONSULTANT will conduct all defense at its sole cost and expense and CITY shall approve selection of CONSULTANT s counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as limitation upon the amount of indemnification to be provided by CONSULTANT. B. To the extent that CONSULTANT performs "Design Professional Services" within the meaning of Civil Code Section 2782.8, then the following Hold Harmless provision applies in place of subsection A above: 21-10613270338 3 of 11 5119-204082 "CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless CITY and its officers, elected or appointed officials, employees, agents and volunteers, from and against any and all claims, damages, losses, expenses, demands and defense costs (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) to the extent that the claims against CONSULTANT arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of CONSULTANT. In no event shall the cost to defend charged to CONSULTANT exceed CONSULTANT's proportionate percentage of fault. However, notwithstanding the previous sentence, in the event one or more other defendants to the claims and/or litigation is unable to pay its share of defense costs due to bankruptcy or dissolution of the business, CONSULTANT shall meet and confer with CITY and other defendants regarding unpaid defense costs. The duty to indemnify, including the duty and the cost to defend, is limited as provided in California Civil Code Section 2782.8. C. Regardless of whether subparagraph A or B applies, CITY shall be reimbursed by CONSULTANT for all costs and attorney's fees incurred by CITY in enforcing this obligation. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONSULTANT. 9. PROFESSIONAL LIABILITY INSURANCE CONSULTANT shall obtain and furnish to CITY a professional liability insurance policy covering the work performed by it hereunder. This policy shall provide coverage for CONSULTANT's professional liability in an amount not less than One Million Dollars ($1,000,000.00) per occurrence and in the aggregate. The above-mentioned insurance shall not contain a self-insured retention without the express written consent of CITY; however an insurance 21-10613/270339 4 of 11 5/19-204092 policy "deductible" of Ten Thousand Dollars ($10,000.00) or less is permitted. A claims-made policy shall be acceptable if the policy further provides that: A. The policy retroactive date coincides with or precedes the initiation of the scope of work (including subsequent policies purchased as renewals or replacements). B. CONSULTANT shall notify CITY of circumstances or incidents that might give rise to future claims. CONSULTANT will make every effort to maintain similar insurance during the required extended period of coverage following PROJECT completion. If insurance is terminated for any reason, CONSULTANT agrees to purchase an extended reporting provision of at least two (2) years to report claims arising from work performed in connection with this Agreement. 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 effect 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. 10. CERTIFICATE OF INSURANCE Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverage as required by this Agreement; the certificate shall: A. provide the name and policy number of each carrier and policy; B. state that the policy is currently in force; and 21-106131270338 5 of 11 5/19-204082 C. shall promise that such policy shall not be suspended, voided or canceled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice; however, ten (10) days' prior written notice in the event of cancellation for nonpayment of premium. CONSULTANT shall maintain the foregoing insurance coverage in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverage shall not derogate from CONSULTANT's defense, hold harmless and indemnification obligations as set forth in this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of the policy of insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on the insurance hereinabove required. 11. INDEPENDENT CONTRACTOR CONSULTANT is, and shall be, acting at all times in the performance of this Agreement as an independent contractor herein and not as an employee of CITY. CONSULTANT shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONSULTANT and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services to be performed hereunder. 12. TERMINATION OF AGREEMENT All work required hereunder shall be performed in a good and workmanlike manner. CITY may terminate CONSULTANT's services hereunder at any time with or without cause, and whether or not the PROJECT is fully complete. Any termination of this Agreement by CITY shall be made in writing, notice of which shall be delivered to CONSULTANT as provided herein. In the 21-10613270338 6 of 11 5/19-204082 event of termination, all finished and unfinished documents, exhibits, report, and evidence shall, at the option of CITY, become its property and shall be promptly delivered to it by CONSULTANT. 13. ASSIGNMENT AND DELEGATION This Agreement is a personal service contract and the work hereunder shall not be assigned, delegated or subcontracted by CONSULTANT to any other person or entity without the prior express written consent of CITY. If an assignment, delegation or subcontract is approved, all approved assignees, delegates and subconsultants must satisfy the insurance requirements as set forth in Sections 9 and 10 hereinabove. 14. COPYRIGHTS/PATENTS CITY shall own all rights to any patent or copyright on any work, item or material produced as a result of this Agreement. 15. CITY EMPLOYEES AND OFFICIALS CONSULTANT- shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the applicable provisions of the California Government Code. 16. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONSULTANT's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below. CITY and CONSULTANT may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, a reputable overnight carrier or U. S. certified mail-retum receipt requested: 21-106131270338 7 of 11 5/19-204082 TO CITY: TO CONSULTANT: City of Huntington Beach AESCO, Inc. ATTN: Joseph Dale ATM: Kay Alabed 2000 Main Street 17782 Georgetown Lane Huntington Beach, CA 92648 Huntington Beach, CA 92647 17. CONSENT When CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be a consent/approval to any subsequent occurrence of the same or any other transaction or event. 18. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 19. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of matters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 20. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or 21-10613270738 8 of 11 5/19-204082 neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 21. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 22. IMMIGRATION CONSULTANT shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of the United States Code regarding employment verification. 23. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONSULTANT and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONSULTANT understands that pursuant to Huntington Beach City Charter Section 309, the City Attomey is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONSULTANT. 21-10613270339 9 of 11 5/19-204082 24. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the nonprevailing party. 25. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement, shall so survive. 26. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 27, SIGNATORIES Each undersigned represents and warrants that its signature hereinbelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully 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. 28. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this 21-10613270338 10 of 11 5/19-204082 Agreement. This Agreement, and the attached exhibits, contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. 29. EFFECTIVE DATE This Agreement shall be effective on the date of its approval by the City Council. This Agreement shall expire when terminated as provided herein. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers. CONSULTANT, CITY OF HUNTINGTON BEACH, a AESCO, INC. municipal corporation of the State of Calif rnia By: W7r ay a e rest ant � / print namc �^ ITS: (circ an ChaimlaNPrmidcnlNice President City Clerk NU INITI D APP By: Ada amaa, Chief Financial Officer f Public Work print name ITS: (circle one)Secretary/Chief Financial Officer/Asst. Secretary-Tres_surcr Director o IE PROVED: City Manager APPROVED City Attorney ill 21-10601270338 11 of 11 5119-204082 EXHIBIT "A" A. STATFMF-.NT OF WORK: (Narrative of work to be performed) CONSULTANT shall provide consulting services on an "as-needed" basis for projects to be determined during the term of the agreement. During the term of the agreement, CITY may elect to solicit proposals from CONSULTANT. CITY shall issue task order for each project based upon the scope of services, work schedule, and fee proposal submitted to CITY for its review and approval. 13. CONSULTANT'S DUTIES AND RESPONSIBILITIES: CONSULTAN"f'S duties and responsibilities shall be per CONSULTANT'S Statement of Qualification (Exhibit A). consistent with the City of f-luntington Beach Request for Qualifications for On Call Materials Testing and Eneineering Consulting Services. Upon award. and the contract period. the CONSULTANT can choose to assign different personnel to the project. CONSULTANT must submit the names and qualifications ofthese staffto CITY for approval before commencing work. C. CITY'S DUTIFS AND RESPONSIBILITIES: I. Furnish scope of work request for each project. 2. Furnish construction plans and specifications to the CONSULTANT D. WORK PROGRAM/PROJECT SCHEDULE: A project schedule will be developed for each project assigned by CITY. EXI-IIBIT A EXHIBIT A �tao Statement of Qualifications AESCO Proposal No. P6996 August 17,2021 City of Huntington Beach Department of Public Works 2000 Main Street Huntington Beach, CA 92648 Subject: Statement of Qualifications On-Call Materials Testing and Inspection Services City of Huntington Beach AESCO Proposal No. P6996 Dear Sirs/Madam: AESCO is pleased to present this Statement of Qualifications to provide the City of Huntington Beach On-Call Materials Testing and Inspection Services. AESCO learned of this RFP while visiting the City in regard to another project. AESCO is known for providing personalized service and rapid deployment to the City of Huntington Beach for the past 18 years. The project consists of providing consulting service on an "on-call" basis for up to 3 years. AESCO is comprised of four divisions: Construction Materials Testing and Inspections, Construction Management, Geotechnical Engineering and Environmental Engineering. Founded in 1993, AESCO, a small business enterprise, has provided Construction Materials Testing and Inspection Services as well as Geotechnical and Environmental Engineering and Construction Management services on both small and large municipal capital improvement and commercial projects in Los Angeles, San Bernardino, Riverside, and Orange Counties. Over the past 28 years AESCO has provided Construction Management Services on various infrastructure and facilities projects and has held a City of Huntington Beach Business License since 2003. Construction Material Testing/Inspection Emironmental and Geotechnical Engineering Services P a 4 c F m t t d c.q �1.., c x[c a w .AescoTech.com 'q x e.x 7 L c C x e a w .! 2!p w[rttgo Sratcmcat of Qtuti6ocoos AESCO Plopoeal No.P6996 AESCO currently has 35 employees, with 4 registered engineers and geologists and over 20 soil technicians, deputy inspectors, building inspectors, lead inspectors and agency certified inspectors for Caltrans, County of Orange, etc. All materials testing and special inspections will be provided under the technical direction of a full-time registered professional engineer with a minini nn of thirty-rive years' experience in construction materials testing and inspection. AESCO will respond within 24-hours upon request by the City. 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 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 projects are inspected in accordance with contract documents and intent of the design professionals. Mr. Adam Chamaa, PE, GE will be the project manager and point of contact to provide the project deliverables to the City. He can be reached at 714-375-3930 (o) or 714-2704KM (c) and is located at our office at 17782 Georgetown Lane, Huntington Beach, CA 92647. Ms. Kay Alabed has authority to contractually bind the firm and represent the company during any negotiations. 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 lyyours, A C ec m Charl MSCE_r_&i G.E. Debri Perez nginccring Manager Project Manager Construction Material Testing/Inspection Environmental and Geotechmcal Engineering Services f a g s ff u , !d i,g ,d..e., e a www.AescoTech.com ;??a. 74 e l x e..d V p A Statcmcat of Qualifications AFSCO Proposal No. P69% Statement of Qualifications Table of Contents SectionA Cover Letter......................................................................................................... Section B Vendor Application Form.................................................................................... Section C Pre-Qualification Form (Exhibit B)..................................................................... Section D Firm Qualifications ...........................................................................................I ServiceCategory ...............................................................................................I Materials Testing and Inspection Services OrganizationChart ............................................................................................4 Staffing ..............................................................................................................5 Local Presence and Experience ........................................................................8 Understanding and Methodology ....................................................................12 Appendix A Resumes Appendix B Certifications Appendix C Additional References Appendix D Related Project Experience Appendix E Letters of Recommendation Construction Material Testing/Inspection 9 Environmental and Geotechnical Engineering Services �+ • 4 w e s t c a w AescoTech.com g c e s 7 f c C e s a a[ WA REQUEST FOR PROPOSAL VENDOR APPLICATION FORNI TYPL OI' APPLICANT: ❑ NI---W ❑x CURRLN'I' VENDOR Legal Contractual Name of Corporation: AEsco, Inc. Contact Person for Aarccment: Kay Alabed Corporate Mailing Address: 17782 Georgetown mane City, State and Zip Code: Huntington Beach, CA 92647 [---Mail Address: kay.alabed©aescotech.com Ph011c: 714-375-3830 17a\: 714-375-3831 Contact Person for Proposals: Adam Chamaa Title: Project Manager E-Mail Address: adam.chamaa@aescotech.com Business T elephone: 714-375-3830 BUSilleSS Fax: 714-375-3631 IS your business: (check one) ❑ NON PROFIT CORPORATION Q FOR PROI-IT CORPORATION Is your business: (check one) Fj CORPORATION ❑ I-HMIT6D L,IABILTI-Y PARTNERSHIP ❑ INDIVIDUAL ❑ SOLE PROPRIETORSHIP ❑ PARTNL16I-111' ❑ UNINCORPORA"fL'D ASSOCIATION I of_ Names & Titles of Corporate Board Members (Also list Names &Titles of persons with written authorizationh-esolution to si'_'n contracts) Namcs Title Phone Kay Alabed President 714-375-3830 Adam Chamaa, PE, GE Vice-President 714-375-3830 Federal Tax Identification Number: 721253956 City of Fluntington Reach Business License Number: A199958 (If none, y011 must obtain a Fluntineton Beach Business License upon award of contract.) City ol'Fluntinuton Beach Business License Expiration Date: 9-30-21 2 of'_ PRE-QUALIFICATION FORM ON-CALL MATERIAL TESTING& INSPECTION SERVICES rATEGORMLn- PROPOSING? Y/N FAON-CALL MATERIAL TESTING& INSPECTION �Y s/No X (Initial)Consultant is willing to execute the Agreement as drafted(See Appendix B). X (Initial)Consultant is able to provide the insurance as required(See Appendix Q. Firm Name: AESCO Firm Address: 17782 Georgetown Lane, Huntington Beach, CA 92647 Signature: Date: 8-17-21 Statement of Qualificwtiom AESCO Proposal No.P69% Section D Firm Qualifications AESCO has been providing services similar to those requested since 1993, a total of 28 years. AESCO has been retained as the geotechnical, construction material testing and inspection and environmental engineering firm for the City of Huntington Beach for the past 18 years. Therefore, we are very familiar with working with the City,and in particular, the Department of Public Works. AESCO is known for responding to requests in a very timely manner and providing excellent service to the City. AESCO provides a budget to the City for each project prior to the start of work. Projects have included lift stations, roadway improvements, reservoirs, water facilities, bridges, water and sewer installations, new structures and additions, storm drainage systems, seismic retrofits, and solar panels. AESCO currently holds the on-call contract for testing and inspection services for the City of Huntington Beach. As a small local firm AESCO has the ability to respond to requests immediately and can devote more attention to each project. 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 performing material testing services 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). Service Category Materials Testing and Inspection Services AESCO operates a construction materials engineering (CME) laboratory in Huntington Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I Pa I'c va t t L c.9 '4"c'a c 4 w AescoTech.com 57 s 4.. 7 f e ! 's e a.! a!p �wOD SGtemant of Qi�om AESCO Proposal No.P6996 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. Our sub-consultant Foresight Engineering has been performing land surveying throughout California since 1994. 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 Tension and Compression Test Machines • Charpy V Notch Test Apparatus • Rockwell Hardness Test Machines • Refractory Testing • Concrete Masonry Block • Roof Inspection and Testing • Geotechnical and Subsurface Investigation 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 AESCO provides full grading inspection services during construction. Our inspectors are capable of performing field inspection and testing of fill materials, excavations, foundations, and shoring and are trained to perform compaction testing with the nuclear density gauge test methods based on ASTM or Caltrans procedures and are licensed/certified to operate nuclear density gauges. While working on the City of Huntington Beach Projects, each team member is responsible to a registered Engineer who is available to assist inspection personnel on interpretation of test requirements, plans and specifications interpretation and Building Code matters of Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services P a K �V'*e•(c a viww.AescoTech.com '�e a.a '�.f a Cf•a•a l *.4 •Il�oo Statement of Qualificatiom AESCO Proposal No.P6996 compliance. AESCO generates thousands of material testing reports for soils, concrete, steel and other building materials from our Huntington Beach laboratory. The Huntington Beach facility comprises of over 6,000 square feet laboratory equipment with state-of-the-art testing equipment. AESCO's testing equipment is fully computerized and connected to our main server and is calibrated yearly. AESCO's reports are digitalized and maintained on AESCO's main frame server and on the web for immediate access for our engineers and clients. Geotechnical Engineering Services 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 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 !I-Investigation, Phase III-Remediation and Mitigation Design, and Final Close Out Report. In addition, AESCO provides a range of Regulatory Compliance services. Project Management AESCO has provided comprehensive project management services including contract administration, constructability reviews, project engineering, change order management, labor compliance,and document control. 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. Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services Pa g c $a C l d L a y As e s i e a w .AescoTech.com 570ei 7(e 7saaaL *A ataaoo Statemcut of QuIldiotwm AESCO Proposal No. P6996 Statement of Qualifications On-Call Materials Testing and Inspection Services City of Huntington Beach AESCO Proposal No. P6996 City of Huntington Beach H u�itd7'O Senior Project Manager (Primary Point of Contact) Adam Chamaa, P.E., G.E. *(35+) Quality Control Director/Senior Geotechnical Materials Testine and Eneineer Inspection Personnel Russell Scharlin, P.E., G.E.(40+) Giovanni Michael (15+) Christopher J. Sobek(17+) Ouality Control Manager Michael Kopenski (20+) Dave Ryan, P.E. (40+) Jarrod Martin (17+) Darryl Falustick(16+) Ouality Control Coordinator Ben P. Graubard(14+) Kay Alabed (28) Greg Astran (20+) Daniel Jimenez,Jr. (18+) Project Manaeer Dustin Sexton(25+) Debra Perez (40+) Laboratory Technician Inspection Manaeer Tariy Abdullah (15+) Omar Chamaa, EIT (14) Laboratory Manaeer Steve Crumb(12) Survey (sub-consultant) Foresight Engineering *(35+) =Years of Experience Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services w AescoTech.com 57 s e a. 7 L c rj s e a l WA A�00 Statement of Qualifications AESCO Proposal No. P69% Staffing A brief overview of key personnel is presented below. AESCO currently has 35 employees, with a total of 4 professional engineers and geologists; 2 registered geotechnical engineers, one registered civil engineer and one registered engineering geologist. Resumes are provided in the Appendix. Name Role Education/Credentials AESCO Adam Senior B.S.Civil Engineering Chamaa,PE, Project M.S.Civil Engineering GE Manager Licensed California Engineer(P.E.) Licensed California Geotechnical Engineer(G.E.) Nuclear Density Machine Operator Russell J. Quality B.S.Civil Engineering Scharlin,PE, Control M.S.Civil Engineering GE Director Licensed California Engineer(P.E.) Licensed California Geotechnical Engineer G.E. David J. Ryan, Quality B.S.Civil Engineering P.E. Control Licensed California Engineer,P.E. Manager Omar Chamaa, Inspection B.S.,Civil Engineering EIT Manager E.I.T.Certificate No. 135299 Hazardous Materials 40-hour Training ICC,Caltrans,Registered Deputy Inspector,ACI TWIG Nuclear Gage Debra Perez Project B.S. Renewable Natural Resources Manager Nuclear Density Machine Operator Kay .Alabed Quality B.S., Dental !Medicine Control Coordinator Steve Crumb Laboratory B.S. Civil Engineering(in progress) Manager California State University.Long Beach Civil Engineering Cerritos College 4CI: 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 Construction Material Testing/Inspection Environmental and Geotechnical Engineering services l " 6 u` ` v ° '� c s` c a v .AescoTech.com O+ e,. 774c �rea, C 4fA noco Statement of Qualdcadons AESC O Proposal No.P6996 Moisture Content 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 Gicnanni Inspector B.A.,Business,Devry University, in progress Mikhail County of Los Angeles Certified Deputy Inspector Masonry Inspector County of Los Angeles Certified Deputy Inspector Concrete ICC Structural Masonry Certified Inspector ICC Reinforced Concrete Certified Inspector ACI Certified,Concrete Field Testing Technician Certified Radiation Safety and Nuclear Gage Operator Caltrans Certificate of Proficiency for:Air Content,Freshly Mixed Concrete, Pressure,Density of Fresh Concrete,Flexural Strength of PCC (Fabrication only), Ball Penetration in Fresh Portlagd Cement Concrete.Sampling Freshly Mixed Concrete.PCC Cylinder Fabrication,Slump of Fresh Portland Cement Concrete, Temperature of Freshly Mixed Portland Cement Concrete TWIC Card Christopher 1. Inspector Coastline Community College,Orange Coast College,Orange County Sobek Inspection Certificate: Building Inspection, Concrcte/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 1 OSHPD Class A AWS-CWI NICET Level II Highway Construction Materials 30-hour Hazardous Waste 'Michael Inspector Certified Welding Inspector kopenski ICC Reinforced Concrete ICC Masonry Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services 1 .1 R` Fr`t["9 .4.a t' e a wsvw.AescoTech.com 57ea. 74e qtn..[ 4[F .ono Statement of Qualifications AESCO Proposal No.P6996 ICC Spray Allied Fireproofing ICC Welding(S2) ICC Structural Welding&Bolting(S 1) ACI Certification Non-destructive testing LADBS City of Los Angeles Registered Steel Inspector(Welding) PCI Level I Lead Hazard Awareness Concrete Paving Inspection Hot Mix Asphalt Master Inspector Sampling Techniques Structure Construction Inspection Landscape Inspection SWPP and Water Pollution Control Programs Advances Construction Site Best Management Practices(BMPS) Field Applications Water Pollution Administration Inspection and Maintenance of Construction Sites Management of Construction Site Dewatering Operations Water Quality Sampling and Analysis on Construction Sites Traffic Control Management Jwrod Martin Inspector ICC— Master of Special Inspection, Structural Steel and Bolting Special Inspector, Spray Applied Fire Proofing Special Inspector, Structural Welding Special Inspector, Reinforced Concrete Special Inspector, Structural Masonry Special Inspector, Structural Steel& Welding Special Inspector; ACI Concrete Field Testing Technician Grade-1; AWS CWI; City of Los Angeles Deputy Building Inspector Darryl Inspector ICC Certified in Prestressed Concrete,Reinforced Concrete Faulstick ACI Concrete Field Testing Technician Grade I Ben P. Inspector B.A.,California State University Fullerton Graubard 10-hour OSHA Health and Safety Course ICC Reinforced Special Inspector ICC Prestressed Concrete Special Inspector ACI Concrete Field Testing Technician Grade I ACI Aggregate Testing Technician—Level 1 ACI Concrete Laboratory Testing Technician—Level 1 ACI Concrete Testing Technician—Level 2 Cal Trans Quality Control Manager California Test Methods: CT105,CT125,201,,217,226,227,504,518,521,523,524,533,539, 540,556 and 557 Registered Special Inspector,County of Orange Greg Astran Inspector B.A. Political Science California State University San Bernardino Certified Nuclear Gauge Operator American Concrete Institute Field Technician Grade 1 Caltrans Certifications: CA 125AGG,CA I25PCC,CA 216,CA 231 Operating Engineers Local 12 6000 Hour Apprenticeship Program—State of CA Certified Public Works Inspection Coursework 15 Units Rancho Santiago Colleke Daniel Inspector ACI—Field Technician; Jimenez,Jr. ICC Reinforced Concrete, Structural Welding,Master of Special Inspection,Structural Steel&Welding,Structural Steel and Bolting, Spray Applied Fire Proofing,Structural Masonry; AWS-CWI;NDT Ultrasound Testing Level It Magnetic Particle Level 11 Ultrasonic Phased Construction Material Testing/Inspection r Environmental and Geotechnical Engineering Services P a g e a n e l d e e g t!s e:e e a www.AescoTech.com 5770. I k e C:e u K d up statement of C21111ific72tiom AESCO Proposal No.P6996 Array Level II,San Diego City Cent Concrete/Masonry/Welding/Fireproofing:CT 504.518,539,540,543, 556,557 OSHA 10hr Fall protection Scaffold Hazard Awareness _ Confined Spaces Dustin ticxton Inspector AWS/CWICMification Riverside Community College AWS Welding Inspector City of Long Beach Structural Steel and Welding County of Los Angeles Structural Steel and Concrete ICC Master of Structural Inspection ICC Structural Steel and Concrete ICC Structural Welding ICC Structural Steel and Bolting ICC Spray-Applied Fireproofing CWI Welding City of Los Angeles Welding Tariq Laboratory B.S.,Geology Abdullah %tanager Caltrans Certificate of Proficiency for:Calculations for Gradings& SpG, Soil& Aggregate Prep.,Sieve Analysis of Fine&coarse .Aggregates. Percentage of Crushed Panicles,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 11 for: Asphalt.Concrete,Soil Radiation Safety and Use of Nuclear Gage Local Presence and Experience [ D MLL NO 9 H.womaawreapa tuournar .atrnaaawaaare► iota wtwtlt101MiC'►Of 7Nft"MR :Y _ i J 'r inn nur+rovan rrn,a,m H[tlI M)MIGL.IYM IIpI(1 aaa arrw+eoacra net rcu AESCO has been performing materials testing, construction inspection, geotechnical Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services Pa G r G a i e[t s g ,d..e r[e a www.AewoTech.com 57 s a.v 7 4 e rl i a a s d %(p •..00 statement of Qualifications AESCO Proposal No.P6996 engineering, and environmental engineering for the City of Huntington Beach for the past 18 years. We have performed construction materials testing and inspections, geotechnical and environmental engineering for projects ranging from street rehabilitation to lift stations and new structures. AESCO's location within the City makes AESCO an ideal candidate to perform the required scope of services in a very timely manner. We have always provided immediate response to all requests and have worked around the clock on emergency projects, as needed. Other cities and agencies that AESCO has held on-call contracts for materials testing and inspections in Orange and Los Angeles Counties include the Cities of Santa Ana, Costa Mesa, South El Monte, West Hollywood, Anaheim, San Clemente, Villa Park; the County of Orange; LA Unified School District; Orange County Transit Authority; Caltrans; and LA Metro Transportation Authority. A description of recent, relevant projects with references are provided below. Additional references are included within the Appendix. 405 Freeway Widening JBetween SR-73 and I-605 Freeway, Orange County) Caltrans AESCO performed the testing and inspection which include review of the concrete mix for pavement, caissons, below groundwater structures, etc. and testing and inspections for concrete, concrete batch plant, rebar, aggregate, welding, steel tubing, compaction, base material evaluation and testing, and asphaltic concrete. AESCO is coordinating and managing all of the construction materials testing and inspections services. AESCO also prepared the Quality Manual for the project including all of the digital forms for widening of the 405 Freeway between Euclid Street and the 605 Freeway, a total of 16 miles. Start Date: 2018 Completion Date: 2023 (Projected) Total Cost: $1.9 billion Client: OC 405 Partners Key Personnel Involved: Adam Chamaa, P.E., G.E., Russ Scharlin, P.E., G.E., Omar Chamaa, EIT, Kay Alabed, Debra Perez, David Ryan, P.E., Giovanni Michael, Michael Kopenski, Ben P. Graubard, larrod Martin Reference: Reem Hashem, Principal Contracts Administrator) OCTA 11 Phone: (714) 560-5446 1 E-mail: Rhashem(docta.net Construction Material Testing/Inspection ,. Environmental and Geotechnical Engineering Services l r K c �•[l L l a �4.s s s l e a w .AescoTechxom Gatenie r of Quaffi aucim ALWO Prop.n.No.P69% On-Call A&E Construction Testing and Inspection Servicesl Co un of Orange AESCO has held the on-call contract with the County of Orange to perform construction materials testing and inspections for the past 6 years. The project has included site liquefaction mitigation, subgrade stabilizations, foundation, 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; observation of post tensioned concrete; gamma and X-ray radiographic inspection; and hardness testing. Projects have included parks, parking structures, remodels, etc. Start Date: 2015 Completion Date: On-Going Total Cost: $500.000 Client: County of Orange Key Personnel Involved: Adam Chamaa, P.E., G.E., Russ Scharlin, P.E., G.E., Omar Chamaa, David Ryan, P.E., Kay Alabed Reference: Eric Nelson, Project Mgr. 1111 Orange County I Phone: (657) 247-12981F.-mail: erik.nelson@ocow.ocRov.com Relocation of West Orange County Water Board Feeder No. 2 Huntington Beach and Westminster AESCO worked during the design stage with GHD on WOCWB Feeder No. 2, a 30-inch diameter waterline relocation installed beneath the SR 405. During construction AESCO worked directly for the City of Huntington Beach and included roadway settlement monitoring and evaluation. engineering oversight; observation of test pits for groundwater; and inspections and testing of casing grout injection, welding; and trench excavation, shoring and backfill. Our engineers monitored the dewatering system and shoring of the receiving and sending pits. Start Date: 2016 Completion Date: 2019 Total Cost: $3M (estimated) Client: City of Huntington Beach Key Personnel Involved: Adam Chamaa, P.E., G.E., Russ Scharlin, P.E., G.E., Omar Chamaa, David Ryan, P.E., Kay Alabed Reference: Andrew Ferrigno, P.E., Senior Civil Engineer I City of Huntington Beach I Phone: (714)536-52911 AFeMano@surfcity-hb.or¢ Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services 1'a 4 v V•!r L e•! .4w e s e e• v vvw.AescoTech.com is•+i 744 �rre'o Statement of Qualilixations AFSCO Proposal No. P69% Main Street, Talbert Street and Heil Street Pavement Rehabilitation I Huntington Beach AESCO performed the construction materials testing and inspections for rehabilitation of the pavement on Main Street, T Heil Avenue and Talbert Avenue 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, rehar, crushed miscellaneous base. asphalt paving including hase and surface layers. Start Date: 2016 Completion Date: 2016 Total Cost: $3M (estimated) Client: City of Huntington Beach Key Personnel Involved: Adam Chamaa, P.E., G.E., Russ Scharlin, P.E., G.E., Omar Chamaa, Debra Perez, Giovanni Michael Reference: Joe Dale. Senior Contract Administrator) Huntington Beach I Phone: (714) 334-0118 JE-mail: JDale/dsurfcity-Wore Construction Material Testing/Inspection l Environmental and Geotechnical Engineering Services w .AescoTech.com 5710. ?4 e y s s a a L VA nFsca Statcmcnt of qualifications AESCO Proposal No. P69% Understanding and Methodology \1,SCO is known for responding to requests by the City of Huntington Beach in a very timely manner and providing excellent service to the City. AESCO provides a budget to the City for each project prior to the start of work. Every project has its own unique scheduling and construction challenges; therefore, AESCO's methodology is intended to be flexible and allows input from the City to guarantee smooth completion of the project. AESCO's team is comprised of some of the most experienced professionals in the industry. The overall project team is always available for discussions regarding the project in order to craft solutions. Each inspector has multiple licenses that allow them to perform various inspection duties simultaneously, thus creating an efficient budget for the City. AESCO will provide qualified soil technicians and deputy inspectors with extensive public facility, utility and roadway site grading experience. 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,etc. and existing site(s)and conditions,and other pertinent project documents and meet with the City to review staffing, project needs, coordinate inspections and testing, and will also attend the pre-construction meeting(s) if requested. • AESCO provides a 24-hour on-call staff and one of our Project Engineers is always available to answer any technical or scheduling issues. Technicians will be available upon 24-hour notice,or less, and for night work. • AESCO digitally controls all assigned tasks and each unit of service is closely watched by our project manager. • 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 will 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 other laboratory testing are scheduled through our electronic scheduling system where notification is automatically issued to the laboratory manager to perform specific tests, such as: breaks of concrete cylinders at a schedule of 7, 14 and 29-day Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services P a 4 c F a e ii d e a g ,d.e s, e a vnviv AescoTech.com 57 s e. 7 f e l x •a a d WA •moo Statement of.,r.auul2lXon1 AESCO Pn)posal No. P6996 breaks; beam, masonry, prism breaks; aggregate testing; 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. Failed test results, if any, are immediately reported to the City. All our reports and test results are confidential to the client, unless otherwise directed. Field testing/compaction results of subgrade or asphalt concrete shall be communicated to the Cityas 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 Inspector. Our professionals will provide practical solutions to critical issues encountered in the field, considering both cost and technical implications. • A draft report 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, testing dates and test standard used. After written approval, copies of the final certification report of all inspection services performed for specific projects will be completed within 10 working days. 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. On occasion, technicians are required to enter confined spaces to perform work and will have completed confined space training and have proof of training upon arrival to do confined space work. • 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 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. Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I P a K s i£.c/d r'9 �4r e I. c a www.AescoTech.com 5710. '7 f e CJ s• ... C 'let Art70 Stitement of Qualificatiom AESCO Proposd No,P6996 AESCO maintains a strict Quality Control Program (QAP). AESCO is a member of, and certified by several independent certification agencies, such as DSA, AMRL, CCRL, Caltrans. and the City of Los Angeles. AESCO is also part of the yearly reference sampling program for these agencies. These involvements ensure rigorous education and in-house training of AESCO's technicians and test method verifications. Test results and field reports are reviewed by AESCO's project manager and quality control engineer, each of whom has 30 years of experience. INNOVATIVE and FLEXIBLE APPROACHES AESCO has used various approaches to save clients time and money as shown below: • AESCO can provide immediate response to short notice requests • AESCO is available to work around the clock, when needed • AESCO has a Geotechnical Engineer/Project Engineer available at all times to respond to emergency needs • AESCO can provide a fully equipped concrete mobile laboratory to assist in immediate on-site testing • 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. 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. • As part of AESCO's innovative approach to testing and inspection AESCO monitored the contractor's curing procedures and modified as necessary to protect the concrete from extreme hot and cold weather conditions during the construction of the Whitegates Reservoirs for the City of Riverside. Daily inspections were required to monitor the concrete temperature and humidity to prevent micro-cracking of the concrete due to shrinkage and expansion. AESCO also instructed the contractor to provide heat blankets to Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services a e •i r d e.9 4. e s c e a w .AescoTech.com 74, g s a.a d VA AwOo Statement of Qualifications AESCO P oposat No.P6996 maintain the curing temperature of the concrete as concrete placement was performed during cold weather during construction of the Brea-Olinda Landfill Gas-to Energy Facilities for the County of Orange. AESCO also provided special soil stabilization and subgrade enhancement recommendations to mitigate the wet, fine soil during construction of Northrup Elementary School for the City of Alhambra. AESCO also evaluated the effects of the existing trees on the new construction and provided recommendations to mitigate distress due to roots and landscaping. • AESCO has performed construction materials testing and inspection services on several Federally funded projects including several roadway rehabilitation projects for the City of Huntington Beach and Pomona and several grade separation and freeway widening projects for Caltrans which were all partially state and federally funded. • AESCO has a strong financial base, and has never experienced any bankruptcy, pending litigation, office closure, nor has any impending merger in the near future. AESCO is able to complete projects within the established schedule and does not add on additional work without prior authorization. • AESCO's commitment to quality assurance extends to field and laboratory staff that is certified in various technical disciplines by multiple agencies such as Caltrans, ACI, NICET, and ICC. AESCO's accredited materials testing laboratory and collection of resourceful field and laboratory equipment enable our professionals to efficiently determine precise methods for qualifying construction materials. Construction Material Testing/Inspection , Environmental and Geotechnical Engineering Services I . g c B a t t w t.r g r4 ..a s t c a w .AescoTechxom 720. 7.f r Cf s e a.d VA Swa cnt of QuaLficanow AFSCO Proposal No.P69% APPENDIX A Resumes Construction Material Testing/Inspection Environmental and Geotechn¢al Engineering Services G r t[l i r g ,d w a s[e a w .AescoTech.com 57s°. 7fr s°a'! %rp aEsco Setcmcot of Q alifsc abom AESCO Proposal No.P6996 Adam Chamaa, PE, GE ,--------------- , Education: Senior Project and Engineering Manager i SLS. Civil Registered civil and geotechnical engineer with over 35 years of Lnginrc•ring, , Georechnic•al and experience as geotechnical engineer and quality control/quality Highw•gi Dtaign; assurance (QC/QA) manager. Responsible for QC/QA engineering for Louisiana Technical new construction, foundations, sewer installations, roadway surfaces f nn•enit . Ruston.LA during and after installation, design of de-watering systems, pump R.S., ('i ril stations, and assessment of soil-related environmental contamination. Engineering. Provided geotechnical design recommendations for new construction Louisiana Technical for municipal, governmental and commercial projects throughout L'n6•ersin% Rusnnr. i Louisiana , California. Registrations: Specific Project Experience California Na. C53992 (Civil) Widening of the 405 Freeway, Euclid St. to 1-605-Orange County California No. C2784 Engineering Manager: Mr. Chamaa is the Engineering Manager for the (Georechnical) , Nes•adu%o. 022245 , widening of the 405 Freeway for a total of 16 miles for Caltrans and OCTA. , rCiviD ' The project includes construction of new lanes on the southbound and c------- --- - --- northbound sides, retaining walls, bridges, etc. Mr. Chamaa is also supervising the testing and inspection services which 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. He is working closely with the contractor to ensure that the project proceeds in a timely manner and that all testing meets required project plans and specifications. On-Call Soils and Materials Testing and Inspection Services-Orange County Transportation Authority Engineering Manager: Mr. Chamaa was the Engineering Manager for the soil and material testing and inspection services on an on-call basis for any OCTA owned facilities. Various projects were performed at the five maintenance and operations facilities, various transportation centers and park-and-ride facilities owned by the OCTA. AESCO also provided all labor, materials, equipment, and facilities to perform soils and materials testing and inspection services during construction of the various projects. The services included performing required testing of soils, asphalt concrete, masonry, Portland cement concrete, reinforcing steel, and structural steel. In addition, special deputy inspection services for welding, reinforcing steel, masonry, concrete placement, and roofing installation inspection were also performed. Lenain Water Treatment Plant Modifications-City of Anaheim Engineering Manager: Mr. Chamaa was the Engineering Manager for the geotechnical engineering for various improvements to upgrade the existing water treatment facility for CHID for the City of Anaheim. As part of the upgrade, it is proposed to construct a new chemical feed system structure, install a new 36-inch diameter pipeline between the Reservoir and the Parkview Pump Station and widen the delivery truck road. Various new retaining walls will also be constructed. Several borings Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I' G u c!f l a g >♦.r r+i c a www.AescoTech.com >,e wr 7 4 e ...00 Statcmcnt of OuaGSations AESCO Proposal No. P6996 were performed as well as potholing to locate utilities throughout the site. Extensive slope stability analyses and retaining wall design were performed to determine the optimal design for widening of the roadway. Mr. Chamaa also supervised the construction materials testing and inspections for the improvements which included: evaluation and testing of backfill for MSE retaining walls; compaction; concrete; grout; fill stockpile evaluation; welding; review and evaluation of retaining wall plans and foundation plans. Sewer Lift Station Replacement Project, Algonquin Lift Station No. 10 —City of Huntington Beach Engineering Manager: Mr. Chamaa was the Engineering Manager for a geotechnical investigation for the demolition and replacement of an existing lift station and some of the associated piping with a new lift station located approximately 50 feet south of the existing station. The new lift station consisted of a concrete vault with a footprint area of approximately 10 feet by 10 feet and about 30 feet to 35 feet in depth. Liquefaction analysis was performed. Recommendations were provided for shoring during construction, dewatering, sewer line installation using trenching methods, bedding materials, mat foundation including bearing pressures, lateral earth pressures, and wall backfill. AESCO performed the testing and inspection during construction of the lift station and the associating piping, trench shoring, backfill, vibration monitoring review, concrete, and pipe encasement from Algonquin to Heil in Huntington Beach. Expansion of 12kV Power System —Disneyland Resort,Anaheim Engineering Manager. Mr. Chamaa was the Engineering Manager for the performed construction materials testing and inspection for construction of the electrical infrastructure to support expansion additions to the existing 12kV power system network in Disneyland and extending into the City of Anaheim. Three new switching stations were installed with electrical ducts running through the Disneyland Resort facilities including through the Sumba parking lot, the Timon parking lot, the Back-Of-House, and through Disneyland Drive. The project included demolition, removal, or reinstallation of existing facilities, refinishing of all surfaces within the work areas, restoring the existing plumbing system and equipment to operational conditions, restoring the existing electrical system and equipment to operational condition. On-Call Geotechnical and Material Testing and Inspection Services-Los Angeles International Airport- Los Angeles Engineering Manager: Mr. Chamaa was the Engineering Manager for the on-call specialty and materials testing services during the installation of shoring and excavation for the piling platform during construction of the new RX-S Facility at LAX. The new facility will provide new electrical distribution feeders for the airport. AESCO reviewed the shoring plans, sheet pile driving procedures and the existing geotechnical report. Mr. Chamaa supervised the sheet pile installation including the depth, logging resistance and provided mitigations when refusal was encountered during the driving operations. Also inspected and performed testing of compaction of the backfill and performed classification testing of the backfill material for the new structure. Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services P" ` G.,t d,a g ,d.e.t e a w AescoTech com 710. 7 4 e l s a..d VA nEsco Statement of QuaLfiations AESCO Proposal No.P6996 ----- --- -- - -- --- Russell Scharlin, PE, GE i education: Quality Control Director 91 SLS.Civil ' Engineering ' Russell Scharlin is the Quality Control Director and Senior ; (Georechnical). Geotechnical Engineer with over 40 years of experience in civil and Cnivenip of geotechnical engineering. Primary responsibilities include California at Daris performing all aspects of construction management, geotechnical B.S., Civil engineering and environmental studies. Mr. Scharlin has provided Engineering. design and construction management services related to L'nivenip of pavements and foundations for numerous structures, bridges, California at Davis pump stations, freeways, tanks, communication towers and other ; 40-hour Health and structures. ; Safety Training i Registrations: Specific Project Experience Geotechnical Engineer,.State of Seismic Remediation-Elevated Roadway-John Wayne Airport, Santa Ana California Quality Control Director. Mr. Scharlin was the Senior Quality Control i Civil Engineer,State of Director aor 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. Mr. Scharlin ensured that the project was completed on schedule and under budget. Main Street,Talbert Street and Heil Street Pavement Rehabilitation-City of Huntington Beach Quality Control Director: Mr. Scharlin was the Senior Quality Control Director 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. Mr. Scharlin worked closely with the contractor to ensure that the project was completed on schedule and under budget. Springdale Reservoir—City of Huntington Beach Quality Control Director: Mr. Scharlin was the Senior Quality Control Director and Senior Geotechnical during construction of the 150-million-gallon capacity reservoir which is partially below ground. The project also included a new electrical building and a combination pump station/control and security building at the existing reservoir facility. Mr. Scharlin worked closely with the City of Huntington Beach and the contractor to ensure that the project was completed on schedule and under budget. Algonquin Lift Station No. 10, Huntington Beach Quality Control Director: Mr. Scharlin was the Senior Quality Control Director for the geotechnical Construction Material Testing/Inspection Environmental and Geotechnical Engineering services www.Aescc,Tech.com f14 . 7�e .oaro Statcmcut of Qualifiotiom AFSCO Proposal No.P6996 investigation and construction materials testing and inspections for the demolition and replacement of an existing lift station and some of the associated piping with a new lift station located approximately 50 feet south of the existing station for the City of Huntington Beach. The new lift station consisted of a concrete vault with a footprint area of approximately 10 feet by 10 feet and about 30 feet to 35 feet in depth. Olinda Landfill-Gas to Energy Facilities—City of yorba Linda Quality Control Director: Mr. Scharlin was the Senior Quality Control Director 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 Director: Mr. Scharlin was the Senior Quality Control Director 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. State College Boulevard Grade Separation-Fullerton Quality Control Director: Mr. Scharlin was the Senior Quality Control Director for 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 will be 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 CIA inspection and testing for earthwork, foundation installation, concrete, reinforcing steel and pavement reconstruction. 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. Construction Material Testing/Inspection Environmental and Geotechnical Engineering services I .i G r $•i!d i 4 q '4W e e i e a w .AescoTech.conn 7 2 e+r 7 1 a Cf s e a d *A aEsco Statement of Qtuli(xatious AESCO Proposal No. P6996 David J. Ryan, PE Quality Control Manager 0,1 ; ; Mr. Ryan is a registered civil engineer and Quality Control Manager with B.S.,Engineering, over 40 years of experience in civil engineering. Primary responsibilities i Univemiti-of/Ilinois, include daily administration, record keeping, cost and schedule control, ; Champaign-t rhana, progress reporting, and working closely with the client to ensure that i 1973 the project is completed on schedule and under budget. Registrations: California,Vo. C49661 Specific Project Experience (civil) -- --- --------' Beach Boulevard Water Main Extension Project-City of Huntington Beach and Caltrans Quality Control Manager: Mr. Ryan was the Quality Control Manger 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. Village at Westfield/Topanga Retail Mall, Canoga Park Quality Control Manager: Mr. Ryan was the Quality Control Manager for materials testing and inspection during expansion of the existing mall for Westfield Property LLC. The project included a parking garage, a new Costco Retail store and a tri-level mall retail area. Testing and inspection included concrete batch plant, concrete piles and logging, rebar, structural steel, masonry, fireproofing high strength bolting, aggregate, welding, mass grading, utility excavations, footing inspections, subgrade, base material evaluation, compaction, and asphaltic concrete. Long Beach Main Pumping Plant,Los Angeles County Sanitation District, Long Beach Quality Control Manager: Mr. Ryan was the Quality Control Manager 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 Quality Control Manager: Mr. Ryan was the Quality Control Manger 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. Lakeview Avenue Grade Separation,Anaheim and Yorba Linda Quality Control Manager: Mr. Ryan was the Quality Control Manager for preparation of the QC/QA manual and supervised materials testing and inspection during construction of a new railroad grade Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I '' G• !L i.9 rfr..c s[c a www.AescoTech.com lo a d,. %f c 57%e r.d WA aeseo Statement of(.�nlifiatiom AESCO Proposal No.P6996 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 Quality Control Manager. Mr. Ryan was the Quality Control Manager 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. Indian Springs Athletic Complex,San Bernardino County Quality Control Manager: Mr. Ryan was the Quality Control Manger and supervised and reviewed the geotechnical recommendations for foundation design for the proposed stadium, running track, field and aquatics center structures and masonry side walls for the San Bernardino Unified School District. Mr. Ryan also supervised the caisson and footing installations, offsite fabrication of the stadium and construction of the pools. Construction Material Testing/Inspection �. 9 Environmental and Geotechnical Engineering services P., S a.i l4 i. �1..e+i c a v .AescoTech.com 9+6. 71e y+e.r,{ VA aeaeo Statement of Qua�om AFSCO Proposal No.P6996 Kay Alabed Project Coordinator Kay is the founder and president of AESCO Inc. She established the ; Education: company in 1994 in Baton Rouge, Louisiana as a drilling company, which R.S., Dental grew to a full-scale construction management and engineering firm. Kay Medicine. Dumaxas serves as Project Coordinator, payroll manager and is also the ('nirersin. 1990. administration of all of AESCO's projects. Ms. Alabed is also office Professional manager and is in charge of the company's daily operations, project Certifications: scheduling, client relationships, and accounting. She has written Operations waste perwions OSI/A's numerous computer software programs for the organization and Standard Training operation of the firm. Kay also has a medical degree in Dentistry and her Certificate medical knowledge and experience enables her to serve as the company's Radiation Safety health and safety officer. Kay prepared AESCO's Health and Safety officer and NuclearGaugeCertifred Manual, Quality Assurance Program, and oversees the operating I-______-_ ---------- --- procedures for AESCO's nuclear density gauges. She also schedules and budgets many of AESCO's projects. She has been responsible for coordinating and scheduling a variety of projects such as: freeway, grade separations, commercial, dam sites, gasoline service stations, and solid waste sanitary landfill sites. Specific Project Experience Sand Canyon Grade Separation-Irvine 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. Perris Valley Line Commuter Rail Extension Project-Perris Project Coordinator. Ms. Alabed was the Project Coordinator for the Perris Valley Line Extension Rail Project for the Riverside County Transportation Commission. The project involved a 22-mile extension of the existing 512-mile Metrolink commuter rail system and stations. Soundwalls for the 210 Freeway-Los Angeles County Project Coordinator: Ms. Alabed was the Project Coordinator for the new soundwalls on the 210 Freeway for Caltrans. The project included bridge and retaining structures and soundwalls. Construction Material Testing/Inspection Environmental and Geotechrncal Engineering services I w .AescoTech.com =+Y St e=cut of Oualificatiow AFSCO Proposal No.P6996 Debra Perez Project Manager Debra Perez has been a Project manager for various geotechnical and -- ----------------- environmental engineering projects for over 35 years. Ms. Perez has Education: been project manager for a variety of projects including construction of Civil Engineering, new above ground oil storage tanks for ARCO, City of Lynwood Senior GraduateSrudies Center, new natural gas pipelines and steam generating facilities for i Program, Southern California Edison, several freeway and road projects including California'Slate CniversiA.. Long new embankment fills, new bridges, grade separations, pavement Beach. C'aBjnrniu design and survey of existing road conditions, and new telecommunications facilities throughout California. Ms. Perez' B. S., ReneK•ahle experience includes hazardous waste investigations, supervision of the Vmural Resources, ["nirersin•of soils laboratory and preparing reports for compaction, preliminary soil C•alijornia.Davis, 1978 investigation, distress investigation, and slope repair projects. Specific Project Experience IL --- --- -- --- ---- Sewer Lift Station Replacement Project-Algonquin Lift Station No. 10, Huntington Beach Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation and construction materials testing and inspections for the demolition and replacement of an existing lift station and some of the associated piping with a new lift station located approximately 50 feet south of the existing station. The new lift station consisted of a concrete vault with a footprint area of approximately 10 feet by 10 feet and about 30 feet to 35 feet in depth. Ranger Sewer Lift Station No. 16-City of Huntington Beach Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation and the materials testing and inspection for construction of Ranger Sewer Lift Station No. 16 for 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. 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. Construction Material Testing/Inspection Environmental and Geotechnical Engineering services I V e r e d t.9 4. e e a www.AescoTech.mm 7100 7 L r s s v w d Zl a n®r� Shatcment of Qualifcabom AESCO Proposal No. P6996 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 shoofly, a railroad bridge, retaining walls, a pump station, pavement and utilities reconstruction. Lambert Park—City of Huntington Beach, Department of Public Works Project Manager: Ms. Perez was the Project Manager for a geotechnical investigation for a repair of a failing slope at the existing park. The slope is 40 feet high and inclined at 1.5:1 (H:V). The investigation included logging and sampling of several borings, laboratory testing, slope stability analyses, and a seismic and geologic review. AESCO provided recommendations for slope repair including reconstructing the base of the slope in 10-foot wide sections. A buttressing wedge was placed at the toe of the slope using compacted crushed aggregate base and keyed 3 feet into the underlying native soils. Above the wedge, horizontal geotextile strips were placed at the surface of the existing slope to reinforce the surficial soils. AESCO monitored the construction activities during the slope repair. Warner Avenue Gravity Sewer Lift Station C, Huntington Beach Project Manager: Ms. Perez was the Project Manager for the construction materials testing and inspection and the geotechnical and environmental Phase II investigations for a new lift station facility for the City of Huntington Beach. 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. The sewer installation was installed over a distance of 1 mile. Olinda Landfill-Gas to Energy Facilities—Yorba Linda Project Manager: Ms. Perez was the Project 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. Mr. Chamaa performed the special materials inspection and testing services during construction. Services include grading and fill inspection/testing (fill acceptance, compaction tests, classification tests, and excavation inspections), foundation inspections, rebar, high strength bolts,grout, asphalt, etc. Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services w .Aescc,Tech.conn �:e. '74e eaad ?fp nEeeo Statement of Quali6cabous AE.SCO Proposal No. P6996 Omar Chamaa, EIT .-------------, Inspection Manager Education:orn i Mr. Omar Chamaa has over 14 years o experience as inspection manager ; (•alivenin- Sane , ('nA•enin•, Lang � supervising inspection of construction materials such as concrete, steel, Beach. B.S. Civil anchors, soils, and grading. Mr. Chamaa has multiple Caltrans certificates Engineering,2009. and has been the inspection manager for several City of Huntington Beach, Caltrans and OCTA projects which included CMU walls, bridges, roadways, Professional Certifications: , utilities, foundations, pipeline installations, lift stations, and retaining wall EIT construction. Mr. Chamaa was responsible for construction material ; /CC Certified approval, such as: select fill, foundation excavation, slope cut, steel Concretelnspeclor Cal Trans installation, and concrete mix design for various projects. He attended C'erllJJcure nj construction meetings to discuss material approvals, deficiencies, prafcienc;s', modifications, as well as providing final observation reports to the client. F7erural Strength of PCC. Grading. Specific Project Experience i Compressive Strengrh, Concrete Widening of the 1-405 Freeway,Euclid St.to 1-605-Orange County Curing. Making Inspection Manager: Mr. Chamaa is the Inspection Manager for the Quality Beams.Concrete, tic. .tieq t7r. Verification materials testing and inspection during widening of the 1-405 C'in of .Ynspor/ ; Freeway between Euclid Street and the 1-605 Freeway, a total of 16 miles, for Beach Registered OCTA and Caltrans. The widening project includes construction of new lanes on ; Depun' Building the southbound and northbound sides, retaining walls, bridges, etc. Testing and lnspectr,r inspection services include a review of concrete mix designs, concrete, concrete C'in' of (;order# Grove Registered batch plant inspection, pile inspection and logging, rebar inspection, aggregate , Depum Building ; testing, welding inspection, subgrade, base material evaluation and testing, Inspector compaction, and asphaltic concrete. Mr. Chamaa has also coordinated the MCI Certified, scheduling of inspections, supervised safety compliance, traffic control, lane Concrete field ; closures, and the Stormwater Pollution prevention Plan (SWPPP). i Testing Technician ' AC1 Certified. , Concrete ' Warner Avenue GravitySewer Lift Station C, Huntington Beach ' g , Lulwruton' Testing � Inspection Manager: Mr. Chamaa was the Inspection Manager for the Technician construction materials testing and inspection and the geotechnical and Cin' of Long environmental Phase 11 investigations for a new lift station facility for the City of ; Beach Registered Huntington Beach. The project consisted of the replacement of the existing Lift ; nepun' building , Stations B and C and the Sunset Beach Sanitary Lift Station with a new Lift Station ; Inspector • C. The submersible lift station incorporated a 14 foot by 26 foot by 22 foot deep fin of Rirerside i, Registered Depots- wet well. The bottom of the well foundation was approximately 26 to 27 feet ; Inspector below existing grade. The new lift station also included an 8-foot deep valve Certified Radiation vault which was 15 feet by 10 feet in plan dimension, a 60 kW outdoor generator, I Safen and Auclear and electrical panels. The sewer installation was installed over a distance of 1 Gage Operator - ------------ mile. Sand Canyon Grade Separation, Irvine Inspection Manager: Mr. Chamaa is the Inspection Manager for the materials testing and inspections for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine. The project Construction Material Testing/Inspection Environmental and Geotechnical Engineering services II'.: , G.e!d e.q ,-sr.e s e e a wsvw.AescoTech.com 7 s a. 7 f e !r e n d Z!p A..00 Swcmcut of Qualific2tiom AESCO Proposal No.P6996 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. First Street Bridge Replacement, City of Santa Ana Inspection Manager: Mr. Chamaa is the Inspection Manager for the construction materials testing and inspections during the replacement of the bridge. Geotechnical services consisted of pile driving parameters evaluation and selection of fill materials. Testing and inspections were conducted on piles,welding, structural steel, precast concrete, concrete, asphalt, mix designs, etc. State College Boulevard Grade Separation, Fullerton Inspection Manager: Mr. Chamaa is the Inspection 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) are constructing a vehicle undercrossing at the intersection of State College Boulevard and the Burlington Northern Santa Fe Railway. The roadway will be lowered between Santa Fe Avenue to the north to approximately 500 feet south of Valencia Drive to the south. Construction consists of a temporary railroad shoo-fly, a railroad bridge, retaining walls, a pump station, pavement and utilities reconstruction. AESCO has performed CIA inspection and testing for earthwork, foundation installation, concrete, reinforcing steel and pavement reconstruction. Sewer Lift Station Replacement Project,Algonquin Lift Station No. 10, Huntington Beach Inspector: Mr. Chamaa was the Inspector for the geotechnical investigation and construction materials testing and inspections for the demolition and replacement of an existing lift station and some of the associated piping with a new lift station located approximately 50 feet south of the existing station. The new lift station consisted of a concrete vault with a footprint area of approximately 10 feet by 10 feet and about 30 feet to 35 feet in depth. Broadcom Headquarters-Irvine Inspection Manager: Mr. Chamaa is the Inspection Manager for the two bridge structures during the first phase of construction. 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 consists of a pedestrian plaza with a fire lane access and is approximately 450 feet by 150 feet in plan dimension. Marine Way will extend 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. Construction Material Testing/Inspection Environmental and Geotechnical Engineering services I' '4 r c s c c a www.AescoTech.com 57 s e.. 7.(r Cj s e r.L %(/ nF�eo Statement of Qualifications AESCO Proposal No.P6996 Steven Crumb Laboratory Manager --------- - ----------- Education: ' Mr. Steven Crumb has over 12 years of experience in laboratory testing B.S. Cirif Engineering(in ' and materials testing such as concrete, steel, bolts, CIVIL) walls, soils and progress) aggregate. He is experienced in performing materials and geotechnical California Statel'niversin. Long Beach ' testing. Mr. Crumb supervises the quality control for laboratory , operations and audits, has implemented new laboratory testing including i Civil Engineering creation of fixtures, protocols and reporting, and trained staff on ('erritosCollege concrete, aggregate, soils, steel, rebar and cement products. , Professional � Specific Project Experience Certifications: ' Los Angeles Regional Interoperative Communications Systems-Los AC( ' i Angeles County Concrete Laboratory Laboratory Manager: Mr. Crumb is the Laboratory Manager during , Testing construction of the new emergency communications system for Los ' Concrete Field Testing 8 y y ' Concrete Strength , Angeles County. The system is composed of over 100 monopoles, three- ; Caltrans legged and four-legged self-supported towers, support slabs for Calculations equipment and generators, and rooftop antennae placed throughout the Grading County. The system will cover 88 cities and the unincorporated areas of ' Agg--Sampling Soul and Agg Sample Prep. . i Los Angeles County and will cover 4,084 square miles. The towers range , in height from 50 feet to over 180 feet. The purpose of the system is to .SfeveAnalvsis Percent Crushed Particles provide improved radio and broadband communication for public safety Relative Compaction providers. Mr. Crumb is supervising the materials testing which includes Sand Equivalent concrete, rebar, soil, masonry, epoxy, structural steel, asphalt, etc. ; Moisture Content � Cleanness , Durahilip, Metrolink Parking Structure—Orange ' Laboratory Manager: Mr. Crumb was the Laboratory Manager for the new ; CompraiSte.ngth di Flerurul.Strength , Metrolink parking structure at the Orange Transportation Center. The Flevura(Strength-PCC new structure is 5 stories high with 2 subterranean levels and provides Sampling Fresh Concrete parking for 611 vehicles. Mr. Crumb supervised the materials testing AASHTO ; which included reinforced concrete, rebar, mortar, soils, epoxy dowels, Sieve Analysis-Fine prestressed concrete,grout. i Sieve Analtsis-Coarse and Fine Reducing.Samples of H.NA On-Call Construction Inspection and Materials Testing-LAUSD-Los Reducing Samples ofAg& Angeles .Sand Equivalent � Laboratory Manager: Mr. Crumb is the Laboratory Manager for the i Evaporahle.tloisture ' materials testing for various projects for Los Angeles Unified School Content District. The materials testing included asphaltic concrete, concrete, HoistureContent-H.tIA reinforcing steel, masonry, structural steel, high strength bolts, soils, etc. Percent ` -------------------' Construction Material Testing/Inspection , Environmental and Geotechnical Engineering Services w .AescoTech.com *e w 7 f c l z e a K G 2!F n,esc-.o Statement of Qualif'eeatiosus AFSCO Proposal No. P6996 Giovanni Mikhail ---------------------- In.spector Education: Mr. Mikhail has over 15 years of experience in the field and in construction R.A., Business. Derry materials testing and inspection services for concrete, masonry, steel, anchors, L'niversin•,in progress soils, and grading. He is experienced in performing compaction testing, Professional foundation inspections and subgrade inspection and testing. Certifications: Comm,of Las Specific Project Experience Angeles Certified Bristol Street Slope Stabilization—John Wayne Airport,City of Santa Ana Depu(s•Inspector mosonn' Inspector: Mr. Mikhail is the Inspector for the materials testing and inspection C'ounn afLos during construction of upper and lower Mechanically Stabilized Earth (MSE) ,dngelesCertifted Retaining Walls and associated drainage facilities and appurtenances along the Depun'Inspector north side of North Bristol Street and at the south end of the John Wayne concrete Airport. Mr. Mikhael performed concrete batch plant inspection; the grading ICCSrruc•tural and earthwork inspection and testing; retaining wall backfill; foundation Masonry Certified inspection; concrete structure inspection and testing; and masonry inspection Inspector ICC Reinforced and testing. Inspection of the geosynthetic fabric was also performed. Concrete Certified Inspector Widening of the 91 Freeway-Orange and Riverside Counties ACI Certified, Inspector: Mr. Mikhail was the Inspector for the materials testing and inspection Concrete Field during the widening of the 91 Freeway. The widening project includes the Testing Technician Certified Radiation construction of new lanes on the east and westbound sides, new retaining walls, Safen•and Auclear bridges, etc. The testing and inspection services included a review of the Cage Operator concrete mix designs, concrete testing and inspection, concrete batch plant C'altransC'ertffic•ateof inspection, pile inspection and logging, rebar inspection, aggregate testing, Profic•iencyfor.*Air welding inspection, subgrade testing and inspection, base material evaluation ; Content, Fresh r and testing, compaction testing and inspection, retaining wall footings, rapid set Mired Concrete, concrete, masonry, MSE backfill, and asphaltic concrete testing. ; Pressure.Dentin nj Frnh Concrete, Flevural Strength of Perris Valley Line Commuter Rail Extension Project-AMES Construction for ; PCC(Fabrication Riverside County Transportation Commission on/s•/, Inspector: Mr. Mikhail was the Inspector for the quality control inspection and ; Ball Penetration in materials testing services for the Perris Valley Line Extension Rail Project in Fresh Portland Riverside County, CA. The project involves a 22-mile extension of the existing Cement Concrete. Fre%he. .Sampling I-res/rlr 512-mile Metrolink commuter rail system. Testing and Inspection services ; Mired including compaction, asphalt, structural backfill, concrete batch plant Concrete. PCC inspection are being provided for the track, grade crossings, structures, railroad ; Crlinder Fabrication. stations (Riverside Hunter Park Station, Moreno Valley/March Field Station, Slamp(if Fr^h Downtown Perris Station and South Perris Station) and the layover facility. Mr. Portland Cement Mikhael performed inspection and testing of compaction, asphalt, structural Concrete. Temperature of backfill, and concrete batch plant inspection. Freshls• 1/ised Portland Cement Concrete TH'IC Card --------------------- Construction Material Testing/Inspection I� , Environmental and Geotechnical Engineering Services $s a[des 9 rfrw r s e c a w .Aescc,Tech.com 57 s e w 7 4 e l/e e a s d Zt p neaco Statement of Qualifications AESCO Proposal No.P6996 -- - -- --- ------• i Education: Christopher J. Sobek Coastline ' Communin. Senior Inspector ' Mr. Christopher J. Sobek has over 17 years of experience in the field ; College, Orange i Coast College, I performing testing and inspection of construction materials such as OrangeC'ounry concrete, steel, anchors, soils and grading. Mr. Sobek performed ; Inspection ' construction materials testing and inspections for multiple Caltrans projects ; Certificate: i which included bridges, roadways, utilities, foundations, pipeline Buildmg i installations, and retaining wall construction. ' Inspection. Conerete/Nasnnrr i Blueprint Reading, Specific Project Experience WomrU.Stee! ' Fireproofing of High Bay Hanger-Los Angeles International Airport Framing. Fire A Inspector: Mr. Sobek was the Inspector for the fireproofing of the High Bay ; Life ScrfM, Hanger for American Airlines. ; If'elding ' TecbnoloXv. Terminal 2 and Terminal 4-Ontario International Airport Electrical, Inspector: Mr. Sobek was the Inspector during construction of the two new PIlrnrhirtg terminals. Testing and inspections consisted of concrete, foundations, Professional rebar, welding, compaction, etc. Certifications: I(CB("CC- ' Gerald Desmond Bridge Replacement- Long Beach Reinforced Inspector: Mr. Sobek was the Inspector for replacement of the existing Concrete.Prestress Concrete..Vtrutlural bridge for the Port of Long Beach. Testing and inspections were performed Sleel7Weldin g. for concrete, rebar, couplers, asphaltic concrete, welding, soil, compaction, Srructural.tlas. base, foundation, paint and batch plant inspection. Fireproofing, ' Building Inspection ' I-605/I1-10 Connector- El Monte and Plumbing, � Inspector: Mr. Sobek was the Inspector for flyover connector from `tClLuboraton' Testing-Grade I and i southbound 1-605 to the eastbound 1-10 for Caltrans. The proposed fly-over Grade If. direct connector (southbound 1-605 to eastbound 1-10) would replace the Transportation existing shared at-grade connector. Testing and inspections were Radiation.Vafetr performed for concrete, subgrade compaction, asphalt, rebar, etc. I and( se of Ps'uclear Gage Alondra Park Pool/Skate Park- Los Angeles County ' Competent Person Inspector: Mr. Sobek was the Inspector for the construction materials Training � Pmt-Tensioning testing and inspections for the construction of the Pool and Skate Park at Institute in Alondra Park near Lawndale. The new pool is 25 meters by 25 meters in Cnbrmded Tendons ' plan dimension and the skate park is 14,000 square feet. Testing and Asphalt Institute in inspections were performed for compaction, concrete, rebar, epoxy, etc. tli-r Design TechnoloXy ' DSA Class I i OSHPD Class.4 AWS-CW I ' NICET Level II i llighw•gs• ' Construction ' Sluh•rio/s i 30-hourIla:urdous B usle -------------- Construction Material Testing/Inspection h 9 Environmental and Geotechnical Engineering Services r�• l L!+ ,d.. t, . c a w .AescoTech.com 71e.. 71e C.a.. G 2tp .nrsaera Statement of Quaffint;ons AESCO PropoW No.P6996 Michael Kopenski Senior Inspector ---------------------- Mr. Michael Kopenski has over 20 years of experience for a variety of projects for certifications: Airport, Caltrans, Public Works and Public Schools throughout Southern Certified Welding California. Inspector lCC Reinforced Concrete Specific Project Experience /CC3fasonrr Gerald Desmond Bridge Replacement Project-CALTRANS ICC Spray Allied Quality Control Inspector: Mr. Kopenski was the Quality Validation Structure Fireproofing ; lCC Welding(.32) Inspector for the construction of Gerald Desmond Bridge. Mr. Kopenski ICC Structural performed shop and field inspection and nondestructive testing of structural steel Welding& Bolting weldments. Mr. Kopenski performed final inspections and testing of all material (SI) per the plans and specifications. ACl Certification A'on-destructive testing Widening of the 1-405 Freeway-Orange County LADBS City of Los Angeles Registered Inspector. Mr. Faulstick is the Inspector for the Quality Verification materials Steel Inspector testing and inspection during widening of the 1-405 Freeway between Euclid (Welding) Street and the 1-605 Freeway, a total of 16 miles, for OCTA and Caltrans. The PCI Level I 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. Crenshaw/LAX Transit Corridor-Metrolink Quality Control Inspector: Mr. Kopenski was the Quality Inspector for placement of reinforcing steel along the transit corridor daily for compliance. Kept daily testing logs of welding and nondestructive testing. SR-91 Express Lanes Project—OCTA Quality Control Inspector: Mr. Kopenski was the Quality Inspector for the quality assurance inspection and testing for the SR-91 Express Lanes Project Interchange improvements new ramps and loops, widening of highway and street improvements. Project took over 3 1/2 years to complete. 2014-2018 Tom Bradley International Terminal (TBIT)—LAX Quality Control Inspector: Mr. Kopenski was the Quality Inspector for the new 110ft-tall (3-story) Great Hall at the upgraded terminal, part of the $509.8 million project. The new Great Hall was approximately 150,000 square feet. Mr. Kopenski performed inspection of all structural weldments. Construction Material Testing/Inspection , Environmental and Geotechnical Engineering services l i g c B a 1 e e e a g 4 s e t e c 4 w .AescoTech.com 7 s o.. 74 a lj t o a a G if p Statement of Qualifiauom AESCO Proposal No. P6W. i Jarrod Martin Leadlnspector ----------------- certifications: i 1(-(' — Master of Spacial 1 Mr. Jarrod Martin is a highly experienced lead inspector with over 17 years of inspection, Structural extensive experience doing grading, earthwork, structures, utilities and Steel and Bolting Special asphalt concrete placement for roads, highways, and bridges. His strengths Inspector. .Sprgr applied ' include, but are not limited to, highway and roadway testing and inspection fire Proofing Special Structural ' of soil, Portland cement concrete, asphalt concrete, and aggregate base for inspector. i If gilding Special i new construction and rehabilitation projects. Additional experience includes � Inspector, Reinforced � coordinating or directing other filed inspectors and technicians as needed, Concrete Special review of daily test reports, and monitoring of testing frequencies in Inspector, Structural i accordance with the project specification. He can recognize unstable flawar' Special subgrades and provide on-site mitigation alternatives including Inspector, Structural overexcavation and installation of many geo-fabrics. He is also extremely Steel & Welding .Special � proficient at inspecting and reporting on all structures. He started working InspectortA('I Concrete i Field Testing Technician with structures as a carpenter and moved directly, swiftly, and successfully (;rude-1:.4HSC4ItCh), ; into the inspection industry performing as a lead inspector since 2012 . of Los Angeles Deput). i Building Inspector ---------- Specific Project Experience Union Patsaouras Bus Depot-Los Angeles leod Inspector: Mr. Martin was the Lead Inspector for the contractor as well as Metro and CalTrans for the new bus platform. Performing inspections on a daily basis and coordinating various inspectors and technicians for the testing and inspections that were required. Performed inspections and testing of the overexcavation and backfill of subgrade, installation of CIDH piles, micropiles, footings, columns, caps for the overpass, a pedestrian stairway, and two elevators. Widening of the 1-405 Freeway-Orange County Inspector: Mr. Martin is the Inspector 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. 3'd Street and Broadway Cycle Track-Long Beach Inspector: Mr. Martin was the Lead Inspector performed QC inspection and testing in City of Long Beach for roadway modifications to include a bike lane along 3rd Street and along Broadway. The project included relocating utilities, HMA grind and overlay, and installation of the new concrete bus pad. Mr. Martin inspected and tested the placement of base and HMA. Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I' www.AescoTech.com l e e. '7 4 c g e s r a d V p aeacn Statement of Qu>V ciw AESCO Proposal No. P6996 Four Seasons Wetherly-Los Angeles Lead inspector: Mr. Martin was the Lead Inspector for a new 12-story tower which included 59 luxury condos, 3 pools, and a 3-story parking garage as its base. The $250 million project consisted of soldier pile shoring, grading, export of soils, concrete, and post tension construction. Due to the expeditious and high-profile nature of this project the contractor made a valiant effort to place concrete every working day. Therefore, the contractor's questions needed expeditious answers and inspections needed to be completed as swiftly and accurately as possible to keep the project on time and under budget. Mr. Martin coordinated the inspections, sampling, and testing of the construction materials and craftsmanship of the work performed and installed by the contractor and subcontractors to ensure compliance with project plans and specifications. 241 Toll Road-Orange County Civil Inspector: Mr. Martin was the Civil Inspector during excavation of the sloughing slope during the and toll road expansion. Mr. Martin was responsible for the inspection of the craftmanship and documentation of compliance with the approved slope and shoring plans. Inspected the excavation for unstable and unsuitable material. Observed placement of the repaired slope and drainage culverts, placement of rock materials, concrete, and structures. Performed testing and inspection of compaction of all soils and aggregate used to reconstruct the slope. Verified the bottoms of the overexcavation and the keyways prior to the placement of fill. Also verified bench cutting into suitable material on a continuous basis to ensure the stability of the slope when complete. Construction included placement of fill for widening of the roadbed, MSE walls, backfill operations abutments, placement of all concrete/aggregate products, pipe, conduit, RCP, PVC, and corrugated pipe, soil nail walls and tie back walls. Paving materials included lean concrete base, jointed plain concrete pavement and asphalt concrete. State Route 125 Design-Build Project-Chula Vista Inspector: Mr. Martin was the Inspector during the$775 million design-build project which consisted of a new 12-mile toll road from SR-905 to the SR-54 and the gap/connectors to SR-54, which included 23 bridge structures. Provided comprehensive quality control services including materials handling, testing, source inspection, structural inspection, and sampling. Performed materials laboratory testing in mobile laboratories on-site Construction Material Testing/Inspection ` 9 Environmental and Geotechnical Engineering Services h, r`r `w 4.e r`c a w .AescoTech.com T e e m '7 f e 5 s e..A VA aaeaea Statement of Qualifications AESCO PropoW No.P6996 Darryl Faulstick Inspector i---------------+ Mr. Darryl Faulstick has more than 16 ears of experience in construction ICCClcaHons: ry y p � ICC Certified in i quality management, QA/QC inspection and testing that spans a variety of Prestressed Concrete, project types including Caltrans, Metro, design builds, transportation, Reinforced Concrete education, renewable energy, residential and commercial development. I have in-depth knowledge of codes, specifications and the standard tools and aCI Concrete Field equipment utilized in construction, sampling and testing of construction ; Testing Technician materials. I have knowledge of mathematics and the methods used for Grade 1 computation of construction items. I have progressively increased my level of ---------------- responsibilities throughout my career. The past 4 projects have extensive experience working as lead QA/QC inspector. Specific Project Experience Widening of the 1-405 Freeway-Orange County Inspector: Mr. Faulstick is the Inspector 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. AES Huntington Beach Energy Project-Kiewit, Huntington Beach Lead Special Inspector: Mr. Faulstick was the Inspector during construction of the new power plant in Huntington Beach. Responsibilities included ensuring that the inspections and testing for the project were completed in accordance with CBC, ASTM and Kiewit project specifications, testing frequencies, overseeing day to day construction quality and daily reports. Professional working relationships with Kiewit, AES, NV5 and GPI. Specific inspection tasks included ACIP, pile caps, utilities, mass grading, concrete placement, grout placement, reinforcement and managing technicians. SFI Gerald Desmond Bridge Replacement Project-Long Beach Lead QA Inspector: Mr. Faulstick was the Lead Inspector during replacement of the existing bridge. Responsibilities included ensuring that the inspection and testing for the project were completed in accordance with Caltrans and POLB specifications, testing frequencies, overseeing the day to day construction quality and providing testing documentation, daily reports. Professional working relationships with Caltrans, POLB, SFI staff. Specific inspection tasks included roadway, hollow/solid columns, CIDH, MSE walls, abutments, approach slabs, retaining walls, barrier slabs, barrier walls, pile caps, MBGR, mass grading, roadway grading, storm drains, utilities, concrete placement, reinforcement, asphalt paving, managing technicians. Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I P a g t Fa l t d e a g �4.+e s e c a v .AescoTech.com 9 s e W 7 f e Cl e e a a d ?C,o wr�oo Statement of Qualifications AESCO Proposal No.P6996 Devote 1-15/1-215 Interchange Project-Devore Lead QA Inspector: Mr. Faulstick was the Lead Inspector during improvements to the interchange through adding one new lane and two miles of truck bypass lanes in each direction and building a new 1-15 mainline northbound connector. Responsibilities included ensuring that the inspection and testing for the project were completed in accordance with Caltrans specifications, testing frequencies, overseeing the day to day construction quality and providing testing documentation, daily reports. Professional working relationships with Caltrans and Atkinson staff. Specific inspection tasks included roadway, solid columns, CIDH, MSE walls, bridge abutments, tieback/soil nail walls, approach slabs, retaining walls, barrier slabs, barrier walls, MBGR, mass grading, roadway grading, storm drains, utilities, street improvements, reinforcement, concrete placement, shotcrete placement,grout placement,asphalt paving, managing technicians. 1-405 Sepulveda Pass Widening Project-Los Angeles Lead QA Inspector: Mr. Faulstick was the Lead Inspector during the widening of the 1-405 Freeway. Responsibilities included ensuring that the inspection and testing for the project were completed in accordance with Caltrans and LA City specifications, testing frequencies, overseeing the day to day construction quality and providing testing documentation, daily reports. Professional working relationships with Caltrans, LA City, Kiewit staff. Specific inspection tasks included roadway, MSE walls, CIDH, solid columns, bridge abutments, approach slabs, barrier slabs, barrier walls, retaining walls, sound walls, mass grading, roadway grading, tieback/soil nail walls, MBGR, storm drains, utilities, reinforcement, concrete placement, shotcrete placement, grout placement, street improvements,asphalt paving, managing technicians. Pine Tree Wind Turbine Project-LADWP,Mojave Lead QA Inspector. Mr. Faulstick was the Lead Inspector during construction of the wind turbine project. Responsibilities included ensuring that the inspection and testing were completed in accordance with LADWP specifications, testing frequencies, overseeing the day to day construction quality and providing testing documentation, daily reports. Professional working relationships with LADWP, Kiewit staff. Specific inspection tasks included concrete foundations, rock anchors, CIDH, bridge deck, mass grading, roadway grading, storm drains, utilities, reinforcement, concrete placement,grout placement,concrete and grout sampling,soils testing. Construction Material Testing/Inspection Pa i Environmental and Geotechnical Engineering Services a[L L[a As e s[e a w .AescoTech.com 5l's e wr 7 4 e asYaCp Statemcni of Q ualificaticros AESCO Proposal No.P6996 Ben P. Graubard Senior Inspector ------------------------ Mr. Ben Graubard has a total of 14 years of construction and B. L. CaliforniaB..L. Caifor Slulc• infrastructure experience on various airport and roadway projects Iniveni(ir Fullerton throughout California. His experience ranges from Quality Control, (various districts), to Quality Assurance Representing the California 10-hourOS11Allealth Department of Transportation in District 8. Ben's responsibilities have and Safe)).Cone ranged from the testing and inspection of concrete. Inspection of grade, Certifications: installation of reinforcement, and the placement of concrete. 1CC Reinforced Special Inspector 5 Specific Project Experience ICC Prestressed Concrete P 1 P Special Inspector South Airfield Improvement Project-Los Angeles World Airports, Taxiway ACI Conc•rele Field S, Cross Field Taxiway project and Runway 7R-25L. T Technician Senior Inspector: Mr. Graubard was the Inspector for the new 75-foot wide Grr adeade 1 center taxiway, Runway 7R-25L The AChnician-L -el Ing y project included the replacement of the ; Technician-Lere! / runway pavement, navigational and visual aids, and other associated site work ACI Concrete Luhoraton• such as utilities, lighting, signage, grading, drainage and structural improvements ; Testing Technician- over the Sepulveda Tunnel. Mr. Graubard performed Quality Control Inspection Level 1 ACI Concrete in all aspects of demolition, sub grade preparation, underground utility TestingTechnician- Level , installation, lane preparation of PCP paving, lane reinforcement inspection, ; Cal Trans Qualin. airfield stripping and batch plant inspection. Control.Nanager California Test.tlethodw John Wayne Airport Taxiway Resurfacing-County of Orange (7105.C•T125.101,,117, Inspector: Mr. Graubard was the Inspector for the resurfacing of the most heavily ; 226,227,504.518, used onion of Runway 19R/1L. A 54-foot section in the middle of the runway 540.556 and.5J1,539, P y y 540,556 and.557 was resurfaced. Mr. Graubard inspected and testing concrete placement, fabrication, testing, and stripping. Register Special Inspector.Counn•of Big Bear Airport-Big Bear City Grange Inspector: Mr. Graubard was the Inspector for the resurfacing of a portion of Big Bear Airport. Mr. Graubard performed reinforcement inspection and concrete ; sampling of the Portland Cement Concrete. ' Santa Monica Airport-Santa Monica Inspector: Mr. Graubard was the Inspector for the resurfacing of a portion of Santa Monica Airport. Mr. Graubard performed reinforcement inspection and concrete sampling of the Portland Cement Concrete. Airfield Improvements-Naval Airstation, North Island Coronado Senior Inspector Mr. Graubard was the Senior Inspector for the improvements to the Airfield at the Naval Base in Coronado. Mr. Graubard performed reinforcement inspection and concrete sampling of the Portland Cement Concrete. Construction Material Testing/Inspection Environmental and Geotechnical Engineering services www.AescoTech.com '�s a w 'I f r l i e a w l VA M AEr Statement of(Jaalfficauow AESCO Propo l No. P6996 Widening of the 1-405 Freeway-Orange County Senior Inspector: Mr. Graubard is a Senior Inspector 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 souhbound 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. 1-5 Castaic Rehabilitation Project-Castaic to Palomas Bridge Wash, Santa Clarita Senior Inspector.: Mr. Graubard was a Senior Inspector for the removal and replacement of the existing pavement from the 1-5/SR 14 Interchange north for 15.8 miles. This 15.8-mile Caltrans project consisted of constructing new north and south lanes. Testing and inspections included roadway/concrete excavation, aggregate base, lean concrete, base, asphalt, concrete paving, rapid set lean concrete base, precast concrete panels. Interstate 10 Carpool Lane-Puente Ave to Route 57-Los Angeles County Senior Inspector Mr. Graubard was a Senior Inspector for the 9-mile extension (both directions), a total of 18 miles, of the existing I-10 High Occupancy Vehicle (HOV) lanes from SR 605 to SR 57 in Los Angeles County. Mr. Graubard coordinated the concrete testing and sampling for this project. LA Stadium Performance Venue-Inglewood Senior Inspector Mr. Graubard was a Senior Inspector for the 70,000-seat open-air SoFi Stadium and measures 3.1 million square feet. Mr. Graubard performed inspection on reinforcement inspection on the stadium and on the surrounding perimeter walls. He also verified materials used and the sampled of concrete for testing. Construction Material Testing/Inspection , Environmental and Geotechnical Engineering services I a G c $r t!4 i•y '4 w e s,e a w .AescoTechxom '�s e,., 7 4 e C 1 e a w .e ?f A j+eseo statement of Qualifications AESCO Proposal No.P6996 Greg Astran Irnl,rrrur ,----------- ------ Education: , B. 1. Polirical.Science i Mr. Greg Astran has over 20 years of experience in the construction California State industry, including 9 years of inspection experience. His experience Inicer,itl'.San includes both laboratory and field testing of concrete, rebar, soils and Bernardino concrete asphalt. Mr. Astran is proficient with ASTM, Cal Trans, Certifications: California Department of Water Resources, San Diego County Water , Certified Nuclear Authority, OSHPD, and various other public agencies' testing and Gauge Operator project specifications. ; American Concrete Institute Field , , Technician Grade I , Specific Project Experience CaltransCertifications: CA 125AGG,CA Widening of the 1-405 Freeway-Orange County ; 125PCC,CA 216,CA Inspector: Mr. Astran is an inspector during widening of the 1-405 Freeway ; 231 between Euclid Street and the 1-605 Freeway, a total of 16 miles, for OCTA Operating li-ngineen and Caltrans. The widening project includes construction of new lanes on the Local 13 hUOU!lour apprenticeship Program i southbound and northbound sides, retaining walls, bridges, etc. Mr. Astran _State ojC'ACenifed performs inspection and testing of soils and grading, foundations, subgrade, Public Works lnspection and concrete. Coane«•ork 15 Units Rancho Santiago Westchester High School-Los Angeles i College Inspector. Mr. Astran was the Inspector for the ADA Upgrades at Westchester ---------------- High School for LAUSD. Testing and inspections included welding inspections and shop welding. Desalinization Plant and Pipelines-Carlsbad Lead Inspector: Mr. Astran was the inspector during construction of the largest desalinization plant in the United States. The plant and associate piping were to enhance the water supply for San Diego County. Mr. Astran performed materials testing and inspection for soils, compaction, concrete and verified the line and grade of the pipeline during installation. Kaiser Permanente Fontana Replacement Hospital-Fontana Lead Inspector: Mr. Astran was the inspector during construction of the 490,000 square foot hospital which included the main hospital, tower building, central chiller plant, medical office building, SCE substation, and parking. Mr. Astran performed materials testing and inspection for soils, grading, fine grading, utilities, asphaltic concrete, permeable concrete parking, and retaining walls. Construction Material Testing/Inspection Environmental and Geotechnical Engineering services 1'., G ` S'«i l l t«9 A. r s<r a ~iv AescoTech.com 57 s e w 7 4 r 5F s e«« d VA aE: Staumeat or Qu�oos AESCO Proposal No.P6996 Daniel Jimenez, Jr. Lead Inspector --------------- Certifications: --' Mr. Jimenez is a special inspector with the ability to coordinate multiple tasks - FildTec aC!- Field Technician; , and inspections at the same time. He has many years of experience with on- ' ' 1CC' Reinforced , site inspecting, having over 18 years of experience. He has worked as a Concrete. Structural Senior Inspector coordinating inspections on major projects and specializes in Welding. %lower of welding inspection and steel fabrication for structural elements, high pressure .Special Inspection, vessels and piping. Mr. Jimenez is also certified level II Ultrasound Testing Structural Steel & and Magnetic Particle Level II for full penetration welding. It elding.Structural Steel , and Bolting. Sprat, , Specific Project Experience applied lire Prruifing. Structural ifasonn'1 i .a NS-CH 1; \pT Widening of the 1-405 Freeway-Orange County I'lfrasound Testing Ln•el Lead Inspector: Mr. Jimenez is the senior welding inspector during widening 11. Magnetic Particle of the 1-405 Freeway between Euclid Street and the 1-605 Freeway, a total of ' Level I/. I hrosonic• 16 miles, for OCTA and Caltrans. The widening project includes construction San Diego Phased e Les el ❑, Ciry• Cert , of new lanes on the southbound and northbound sides, retaining walls, C•oncretel3fasonn'nf'eldi bridges, etc. Performing all the welding inspection for the underground water ng/Fireproofing; CT 1 ties and rerouting and for the water lines in the cities of Huntington Beach, 504. 518. 539, 540. 543. ; Westminster, Fountain Valley, and Costa Mesa. , 556, 557 ' OSHA 10hr University of California-Irvine Fa!/protection Lead Inspector: Mr. Jimenez was the senior welding inspector during Scaffold llazard .4 arenes.s , underground pipe replacements on the Irvine Campus. The pipe installation i Confined Spaces Included new chilled and hot water lines for numerous UCI buildings such as -----------------' the Student Center, Cogent, Art, Stem Cell, etc. The pipe diameters ranged from 8 inches to 36 inches in diameter and were welded with Butt Welds 60-degree single vee open root. Nondestructive testing was also performed for all hot high-pressure pipes. Lane Field-San Diego Lead Inspector: Mr. Jimenez was the lead inspector during construction of a new 22-story hotel resort and retail center as part of the redevelopment of Lane Field. Performed inspection of welding, bolting, reinforced concrete, and fireproofing. Mr. Jimenez has also performed nondestructive testing for this project. University Town Center Westfield Mall-La Jolla Lead Inspector: Mr. Jimenez was the lead inspector during construction of a remodeled shopping mall, anew trolley line, and new office space and parking structure. Mr. Jimenez was responsible for coordinating and assigning tasks, elevating issues, and communicating with contractor. Performed inspection of welding, reinforced concrete, masonry, bolting, fireproofing and also performed nondestructive testing. Construction Material Testing/Inspection Environmental and Geotechnical Engineering services I' www.AescoTech.com 9•a. 7 6 e 11 s e a a G ?f p nesco Statement of Qualifications AESCO Proposal No.P6996 Dustin Sexton Special Inspector --------- - - - - - - - - - - -- Mr. Dustin Sexton has over 25 years of experience as a welding ; Education: inspector for multiple projects throughout California- His experience , 1f45 cN'!certification includes school projects, lift stations and telecommunications RieeniJeComnnmiq College facilities. Professional Certifications: ' Specific Project Experience III S Welding lip Spector i Ciq•of Long Beach Structural MacClay Wellness Center,Charles MacClay Middle School, Pacoima Steel and fielding ' Inspector: Mr. Sexton was the inspector for the new single-story steel f g ' P P g ry Counp�n Los An eles � frame building with concrete foundations. Mr. Sexton performed Structural Steel and concrete inspection and testing and inspections at the batch plant. ; Concrete ' ICCSlaster of Structural i BHS, Los Angeles Inter Inspectionoperative Regional Communications Systems- ICC Structural Steel and South LaBrea Avenue, Los Angeles County I Concrete ; Inspector: Mr. Sexton was the inspector during construction of a 120-foot ; ICC Structural If elating ' high three-legged tower, and concrete support slabs for equipment 147CStructural Steel and cabinets, a generator and fuel tank which was part of the new emergency ' Bolting i communications system for Los Angeles County. Mr. Sexton performed ICCSprut•-.Ipplied inspections and materials testing for grading, soils, foundations, concrete, i Fireproofing C•W'1 Welding and steel fabrication. Ciq•ofLos.-Ingeles It San Lorenzo Lift Station-Santa Ana Inspector: Mr. Sexton was the inspector during construction of the new lift --------------------- station for the City of Santa Ana. Mr. Sexton performed inspections and materials testing for grading, soils, aggregate sampling, and batch plant inspections. UCLA Factor Building, Los Angeles Interoperative Regional Communications Systems-Tiverton Avenue, Los Angeles County Inspector: Mr. Sexton was the inspector during placement of new telecommunications antennae mounted on the existing structure and a new equipment shelter on a concrete support slab which was part of the new emergency communications system for Los Angeles County. Mr. Sexton performed inspections and materials testing for welding, concrete, bolts, and anchors. Second Street Elementary School Upgrades-Los Angeles Inspector.: Mr. Sexton was the inspector during upgrades of the existing school campus. Mr. Sexton performed inspections of the rebar during construction. Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 57+a. 74 c l s e a a.( V'e .uesco Sutcmrnt of Oualdkw+ w AESC O Proposal No.P6996 Tariq Abdullah Senior!-aborawrt' Technician Mr. Tariq Abdullah has over 20 years of experience in the field and in laboratory testing of construction materials such as concrete, steel, asphalt, and soils. Tariq is ;' -------- Eaucation: experienced in conduction testing in accordance with ASTM, AASHTO and Karachi C'nirersiq•. Caltrans. Mr. Abdullah is proficient in conducting sieve analysis, testing of Pakistan. B.S. asphalt concrete using Marshall Max, specific gravity (Rice), ignition method Geologic Science. for extraction/gradation, flow stability and moisture content from IvgR. microwave oven methods. He is adept in the use of Hveem method for Professional stability and paraffin max density for specific gravity at 25 degrees Celsius. Certifications: Tariq has also tested and fabricated concrete cylinders, mortars, prisms, ; ,aCI masonry cores and grout samples to determine concrete strength through Caltrans use of the compressive strength machine, and is proficient in the laboratory NICET ---------------------= testing of soil including moisture content, plasticity index, expansion, particle size analysis, R-Value, direct shear, consolidation, etc. Mr. Abdullah is also experienced in the testing and inspection of soil and asphalt during grading. Specific Project Experience Roadway Construction at Pacific Coast Highway and Alameda-Long Beach Laboratory Supervisor: Mr. Abdullah performed laboratory testing including wet density tests in accordance with Caltrans 216 test for roadway construction at Pacific Coast Highway and Alameda in Long Beach (Alameda Grade Separation). Widening of Taxiway D, Bob Hope Airport-Burbank Laboratory Technician: Mr. Abdullah performed laboratory testing for the widening of Taxiway D at Bob Hope Airport, Burbank. Testing included asphalt flow and stability (Marshall and Hveem), maximum specific gravity (Rice), bitumen extraction, bulk specific gravity, percent air voids, core density, asphalt extraction, R-value. Street Rehabilitation-Anaheim Laboratory Supervisor: Mr. Abdullah performed laboratory testing of asphalt, base and Portland cement concrete for City of Anaheim street projects in accordance with Caltrans procedures. Repavement of the 710 Freeway-Los Angeles County Laboratory Supervisor: Mr. Abdullah performed laboratory testing of asphalt for the 1-710 repaving project in accordance with Caltrans procedures. Testing included asphalt flow and stability (Marshall and Hveem), maximum specific gravity (Rice), bitumen extraction, bulk specific gravity, percent air voids, core density, asphalt extraction, R-value. 1-5 Freeway Widening-Los Angeles County Laboratory Supervisor: Mr. Abdullah performed laboratory testing of asphalt, concrete, and backfill for the 1-5 Freeway widening and relocation at Alondra for Caltrans. Construction Material Testing/Inspection $a[[l t<g »r.e r i e a Environmental and Geotechnical Engineering services www.AescoTech.com 57•e m 7 4 r l s e a w d ^U p wrCn Statement of QtuliScatioos AFSCO Proposal No.P6996 APPENDIX B Certifications Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services P'' w AescoTech.com 'Ise. 74c lseu"d VA wroo Slattmcxrt of(2ualificatioxn AESCO Proposal No.P6996 vt- r.b r• l:t9rre17i L i :1 . ' W - ►..9ai,ls c.WrD..u~ I. M OMtrrw aYiYs. 4 t+.i Saul. e. .y +.fytMrc.:. 1 is�ftY'�y.u`.e:.Ll t79MA. aw a9-ma ,WWiw � a 1 R r D D T A T r�•Yw9.4 a rr....... ,//.r rr �nrl.W /v.r..» r s.w.p.r x.vrrur���rr..y rr•w CIVU MINEER ADAN CNANAA 6661 ALAMIT0S CA n UNTINGI0. DEACN CA 92641 r�l. fd.,Y. I 4 ..... .IIJVJ• IJ•l..V � 1`w. .swvJ ,u. ►/wJ nwJrc row..w. IP�rww•a . wm guove your now recaipt Lertif ..b?'Pgk .iAte.lweZI 7*'IJtIi&T a59fi t'+ri101 p.6. D '�JI: • • from the receipt portion ud'[.rrl+ t•xr•m•na. u .us.-srs � : •-- it wital you at .tt timi... !,r t.t-aan . n./.n lO. rA01CAFlln1 COOlN6ia{ an .. ure nanraT .v►mowcl I N P 0 p T A N 1 ��ryr�t q�y t A.lis r• 9.•••N p wr•r.I,r.r wy N-.I, ,r,.,.7--•""'1CAL INGIN6E!< Amara x. ......a r...l Yr awwv.r,nry �...ulu r M w�• Cc xn� rb91/N i r.,.«dp.nA um u rr.«bol.w.•Ir tk FDAN 6ALE4 CNANAA 6661 ALAMITOS CIR . ewu.PlnY/W a.ur.r .ww•eu..u...0 NLNTINGTCN REACH CA 92648 w.w we.,..... iwrvw i� Construction Material Testing/Inspection 1,a 4., G a!!d c w g r!w r r e e a Environmental and Geotechnical Engineering Services www.AescoTech.com .eeco SmOemmt or Qualifications AESCO Proposal No.P6996 amignissiggi Jna trwan.w t.(t - ,wqp+M Kin tJ qw a Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com 57 t e r 7 4 t C r a w.i! Zl,` .Deco statement or Qualifications AISCO Proposal No. P6996 ,_IOIYttMx[ vw .w.� s ww, Y{1RY 1. IbHtO Ott! YOHHYr lYt twn Y,N You tl ILU Construction Material Testing/Inspection Environmental and Geotechnlcal Engineering Services w .AescoTech.com ' tar 7 4 e 5;t e a a,! VA nEaco Statement of Qrua�iow AESCO Proposal No. P6996 + v + cM Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services �r'� ` �`` /`�`"9 "�"`c`` ` a www.AescoTech.com '7 s e. 7 F r l s o u R 4 %e p w..00 statcmc0[a(cAoW AISCO Proposal No. P6996 Subjw Omer Coifrmaoon Re:e.p!.LY 1 00(n jot From wppW03600mnngc3m TO: . WrlrryariOf9np0:On. Dale wed.Sep 2 2020 at 5 22 PM 0SH • Online OSHA Traimig (ri..ao-+.wr errew n.•.yv.r man ....+�.r.n..r OYM m.. Qr ma.n.-a..prn nv s ew.t.u��w•.nr r.r near n n,..�n....�-.,.... • :w arw.r•a ora�-ZQ Oww Mwrr:••n.�n purer. an.:art�so o.nw.wmrwl•i ++rwox•.i.� �a rr rr..y cer++a.•mn re.p.ruvm c,..� a..•.�wr.rr.r.uw Construction Material Testing/Inspection 1, Environmental and Geotechnical Engineering Services www.AescoTech-com n�co Statement of Qualifcatiom AESCO Proposal No. P6996 Pwt I.lyre w..--- IC C a BOARD FOR PROFESSIONAL --�---- -- ENGINEERS AND LAND SURVEYORS ' no I.TeC f'Th.l P. t T.TV Pre.rr.d C4Pt..rr Di.Ybe]at TY Nwirw.ea Pmfe.iae.Ce4 Mmar # Iutab Mumma :S DUY COTIPM AS AY E NG I NEER-IN-TRAINING G TE.At.,.d CW M:.a ":Ud T.All T"Aiilt..ad Pnnlge.Coe:crxd Le S.:A Cei !i 4 w. N. OJa BAND ANn SUL L Cerunf�l.llo aT:3u99 1){[I o YA::J CNLI.3BnlYSSlON Il LCS.YSGR%6 DNTAINW DCARD FOR PROYMCKAL ?t DRUNISSRS AND LAND SURYIYDRS c U /arr .e Inc eefdeve eewnvreweeew•Kew�si�wuwew�.emt.w•w .a��rtesreee�r- --- -- Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services w .AescoTech.com 57 t e w 7 L c C t e u.4 VA M AE. eo statement of( u;l 5cations ABCO Proposal No. P6996 aAmerican Concrete Institute I publications Certification Education Committees Events Chapters Topics in Concrete ACI Store Verify A Certification Xmd Help' 1Shp.4CJ CertBcatlon Q P� I Email Support SEARCH RESULTS Verify a certification Same:chamaa Certification programs Your search returned 1 record. NEWS Testing Locations Clumaa,Omar ua,_' 1019 Certification FAQS ACI CONCRETE FIELD TESTING TECHNICIAN-GRADE I Sew AC]CensDcate program Eltprres I,lat 13 2022 Packages Sponsoring Group AnaheimCA 92go4-3981 Unled States Concrete FootWlls Dnw a Resources Results Per Page io crowd Americansssith 1,13, Disabilities.Act(ADA) Yi rmoute Lhdreruty Hints info First Concrere competition m !orlon Ala,n '019 ACI Foundation Fur& Research Prowu Construction Material Testing/Inspection ` Environmental and Geotechnical Engineering Services �' �'a e!l t.9 "��`e 1. c a w AescoTech.com ire.. 7 L e l t e...I uA w�D Shltmcnt of Qualifications AESCO Prolx)sal No. P6996 Classroom Online Certificate of Coutsc Completion Omar Chamaa 401IrIIAZVOiCn 10.'0W011 "'7.1CST Smdanl's Nix r Cmw Tidr Ce.rse Compklion Dw zaE- 2107177 40 e off...... Online Institute of America IgreCy.rt.r tfnt I trv.coin,knW tl.seov.nr..d A I non of U imv om Jnte.M.1wdk S.I.ty.0 1'..w ...wruh do.t al gultltlms Fu.c.ed fry ldpl..ry J.nwd by Gl.ssco ONIn.. 501 HMIng CY.Cn = acl.ww.cdge l I cemumed am lnfennanon and took ll..wsy IX 16134 u P.r~11 QIIl2.a andler enY tests. 1-3./.2514381 1011 rF" Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services P.1 g` • L .q '4..e.t e d w .AescoTech.com 7*e w 7 f e 5710.0d WA FAA Statement of Qualifwc )w AFSCO Proposal No. P6996 �. N! 4Sf49 G Certifiratt Of �p' ._ °�GTJ1faitwau!9 nvat+n wr Rrairtien takty and 11.t uj h'rk'ltar Gq,gai% k6d tbi _:: lay of � +e gars .e Ow 6lty,j, ar.ctwr.e.. 5rerr d to —4v CPV ln1inp!{4e I rrf.auro uas �,:. r, r s Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services Pa d` G 4<!d t R g ,a.t+[e 4 www.AescoTech.com 57 e e.. 7 4 t lie 4.d VA oem Statement or Qnahf6 atiow AESCO Proposal No.P6996 rw.r is nm o s wu... Bt!iaGP[CP FW TMy Iir CA LIM ■Y' ftii, YLlp{'.OIQI6TC YfG YYCC N Tlli C1gwYYnv Vr rn n wtWM r r ICC P-"I Carnrlr ls.wi Ywrm.�amMr.vru crrYbY Y wcMea W Ce wY Yw qI+W w[n�[ MrYrM1 stir snbm FIiNMP'M r ooYN P ti r.YwIr we1Me w P MrCY1�e[IPv r6E[LL Iii YrY�rrr CM roP onlw YW eM.wAPY yw�Y/MP rabewl ti nPaY1m� IPY.P p Pr rwu.Yma.N Yir wlMre M�C,rYr w CWNGf a W DPt3a Oe1>. VrW Mere .tea,w�rY rr e�P.P rw�Ybi mYi s v�Y Mire rr✓GN[s�Yn nprm aw.Tlr n aYY w 4 n rrYa Yww w we Y MY Mulf rN IYw1111�Ynr Y em�w M rrrrrr CaFePp[dubn Uan(CEUI tYMw'✓wRMm/(�[�✓Iari�UamHY1 FMw1.aY�rn Id Yr YYt a11m mw�k wII41 CJ1MM w/J011ll{, [ r rr PPAlr✓Y!�Y naC rc OewCY! 0� fY/ .YwY r1.�w. ri CnV r�c< iN cwlM W sJt•1 nn n tr�E P M UC �!r w tilt yq�y;U ww Crn[YYw[*ewr�[ b✓ersw Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com Statement of Qlulificanow AESCO Proposal No.P6996 • WJtT, C6CiPl'J.Trb. CALIFORNIA DEPARTMENT OF TRANSPORTATION ::eserts thle CERTIFICATE to b. Omar Chamaa who is cenmea to perform the rdlowng tests TNIMawa aassivisso esr w 1lrreraY Mr1<rra t�Orrerr M la NAM =MV Frmrb.orri W• C IMxG11 xm :�is E ere sr.atlrn� ue C?lpall Iafa IF➢ Frc�..rdrr� W 0'125'I111111 xm w E-r.m r-� lee• M lsa A 111111 Y Is sores str errs lsa, c1 Al =a w Fr�+eprt W, CTw ss ll F~aeraary. W, erns xmxma Bern Decker l'x to, CTw =2J 2 rare..ols. W? Man xmx:>:x e'..�-....�• u� Mar xmx-0Y11 seen arserr..r W, n,1b >mrrti,x r ere wreax..w W Mon xme ex➢ Mrr tires II1 MW 20[1Ifb13 tssh" Mass xmx<o-ix rers V.lrerre W, Mw Los' C1aY 1.OMlr ti.w� �r Ur, KaCf.� ,>rp topes r.ryara.�0� 1Fr a I�vaiYrW w11MOMla�d>=NrcNrMrt'e 1r,M.Y Ix1lM �M'fl..a'_e wtrl yl • r0yt� ry h.ury M� nn o we 1t�:11yxpTaNy M ere r vq a�Y-es. erYr.lewM�r+s+�r.CWr. cr M tr s1s.�y,yaas aw.r..r+rrwr r��. r.r.xr Construction Material Testing/Inspection x Environmental and Geotechnical Engineering Services I i S t' G a[(C e.y 11✓.a r t x c a wvrw.AescoTech.com 571o. 7 4 e CJ t e a.d 1!p ��1 Statcmcut of(uuGfiations AFSCO Proposal No.P6996 ruG nJl ll:RD•feapaaaY CALIFORNIA DEPARTMENT OF TRANSPORTATION Presents this CERTIFICATE to Steven Crumb who is certified to perform the following tests: Tom Ila11as6 fyYati Data IA aeapama be Areclaaad laboratory CT 105 20214127 1161Moacwya tab 1 - Cr 125 AGG 202104 27 64piab 61MGac"s tab I CT 201 202106 27 ll w 61 at,I CT 202 2021 Oa-21 li N.Ktb&Ago tab 1 Cr 205 2021-0427 Bpab lnaOacrMrta W I CT 216 202104 27 Bow 6MItaclMcte tab 1 CT 217 202144 21 Bow owmaoai tab 1 CT 226 20214427 Bp.w lMDamarya tab 1 R 227 2021-04-27 Was,lWtactarya Lab R 226 2WI-0427 6041,ab4112401i two twl :ab 1 AESCO TW OD94 Mc T46 Bfr..a:ury Bj wnc:wJ. W12S COMAed oWpeMere A arc*IAI Dace or download OWWO16 Mate TM cerolkale A rand as bnb as the fester ,dn web AWKa le r(ppeTtlea n Cabam' MepN Us aoce erobram Manua; pw w Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services P., ` �a<!d c•q ,d.r c s c a a www.AescoTech.com 7+a.. 74c q"a.d VA Statement of Quali ications AF'SCO Proposal No.P6996 (C/�' American Concrete Institute *� Alwoys odvoncing Publications Certification Education Committees Events Chapters Why ACI Certfication Verify A Certification I SEARCH RESULTS Verify a Certification Name: milchail Certification Programs your search returned 2 records. Testing Locations Mikhail, Bassem Certification FAQs ACI CONCRETE FIELD TESTING TECHNICIAN - GRADE I Expires. December 16. 2022 Sponsoring Group VICTORVILLE. CA 92392 United States Resources Mikhail, Giovanni ACI CONCRETE FIELD TESTING TECHNICIAN - GRADE I Americans t%rith Expires February 27 2021 Disabilities Act (ADA) Anaheim. CA 928024015 United States Info Results Per Page to Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services w .AescoTech.com 57 s e o 7 4 e l s e a K d VA n�eeo Statement of Qualificatiow AESCO Proposal No.P6996 at Fw ' ,,��rofeson Fri The KC Certi&aem Search contains mfomutw on indmduals who may be currently certified with the International Code AA Co Councd,but is not the official record Certificate•,should be verified through wewng the original certificate issued by KC to the odr dual m by using the search furscbon below.To maintain the currency of ICC certificates,indivduals must renew these every two to three years though retesting or professional devebprent activities.Fun detmis on certificate renewal requinements are found n the ereiMnn�,..?.n.+•I weby,•_ This registry also contains certificates of state,regional,and affiliated ass ,sticns which we sponsored by KC. KC policy rs to mantmn the pmary requests of its member and con:htuent If your listed mfomwbon is incorrect please notify KC N you prefer that detailed address and telephone information be inchded in your hating,please po,nde ICC with written Igl%e which authores this MKM Terms of the:This listing is pnvvnded as a service to the constituents of KC for the purposes of locating a certified pofen,onal or contractor in your aiea,a confrmrg status for vrdwduals Any Wier use,vie,transfer,or reproduction in any form without the expess written consent of KC is stnctty prohdxted.ICC reserves the right to incorporate some fape names to detect improper use of this senvrce. Fit Name: Lect Nu, City- ,•ate Certification Type. Reset PLEASE NOTE:Search..return a maximurn of 500 records,aid rs Irneted to that wif Lion on record as povded by candidates. Search Result: I records found. Certified under this rune city State Certificates Govan.Mikhail P.nsheim CA Structural Masonry Special Inspector(expires 04119M22) Reinforced Concrete Spend Impectn(empires 06119y2071) Cc 6lvirpn wr rrJ7 Statement of QualiCicatiow AE:SCO Proposal No. P69% Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services V �'` ��`c l(c"9 ``c` www.AescoTech.com I a.. 7fr qT a a ad VA Statement of Qualiscanom AESCO rnopoW No. P6996 I N O 01 Cn 7r U, S W (n Ol rn 3 L- w 0 :3 w D m O >- OD ca rY) m 7• o � n N S r_ _ r n = � m T D min 2 a c� mm 0 z ro � m � O D C -i Dz � 0 -a0 O�14 Z -� n NOTrT— CA D D rn2CA m — m � � Dz fTl (-) 0 2 OM p C� f 0 (nor^ N O Z In O � N Q O � (D Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services r " e` i i!d i.q 4.w e e d www.AescoTech.com 770. 74 a !sew•d VA neE3co Statement of Qtulficanom AESCO Pnoposal No.P6996 CALIFORNIA DEPARTMENT 0 OF TRANSPORTATION PrewnIS IMM Z:E"FI•;ATE:o Giovanni Mikhail v f•o is c Mfied to pertarm Me labxing tests TM tftt EW.IbI D.Y u1►.enn AuccUm3 L.bur"V CT w =I 522T ew.3va._• L.b t CT SIe 2M14"T Dow vlawl.n. Lao i C.T FYI IVI-b>JT t CT W 2a11-0 47 Li I CT 543 2b.'1J2-21 BN.E 3•t+b.:•rT. iTb 4b1 Cr w 3N.Ywri. LO I CT e>1 Te.'t-p2-11 enYO 3�:.ti♦• LC I lr I EEJCO.R TITQ Oa9.Ian U M'.i9>'N.n IYl.b lbblrMy.�.¢Ibe..r+M MYan.rc•�dec•o o.M1nn 1•.r.rv.+a eY./Y Tn...1 n.w1 d nM/YY1e.f e Y Yae{e�M Y/Is''�e�r CYM.a F1�YY•. s �N d.rs0p116:019 na. r,.a•Itln.W.�4gwfv"..�• m—�.ntl a�uW.o3..mrb n:;.Ib.r1 SIAC.r.bnr nbw'�.axu e.e Construction Material Testing/Inspection l� Environmental and Geotechnical Engineering Services I ` ``a 9 fin.e``a a v AescoTechxom 57 e s r 74 a 57,e r a l VA ntttttoo Statement of Quabfiations AESCO Proposal No.P6996 rj j ell 9 Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services t '' 4 c Bate ['g ,4..e t t e a v .AescoTech.com 57 t s.e 7 f e Jj s e w s d ?ebb w�ro Setcmciat or Qualifications AESCO Proposal No. P6996 u..qr..sae., w�g�w ca N.,«.,w re�..n.hea MRd rgnl•w.N s..a axnraoxu sV N�n'r"in hd1 sad�INTr%01/l)11031] su,a...l sr.l s+'NYy sw`ar Iwir I..P.. uinT=u FMN9 eeearb MAN OLS)1J01u +�+wi^^rr so,n+�sNr MPn 4VA7 Ru ,..aa��.s[aN.r se.ea UANd sRNI MpT ays 7=11 AraMq wgNb uK MP^Ot rfXru Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I'a G o G a!C G t s q ,4-e,t e a www.AescoTech.com *a r 7�F r e e u.G %(A 40 nFscn Statement of Qualifications AESCO Proposal No.P6996 JL Christopher J Sobek OWL 11+s .olrjslied with the requal wU of 1N.S tit I. 11Vonlard for.i Of WeldiAY /AsyrBun �A �S AWS lreudent p4121211 Exp DocioL2022 With Correction AWS Q&C Commmee ctulr Not Color Wind Construction Material Testing/Inspection I P:� G 6 a 1(G i•g �i.�,e e e c a Environmental and Gectechnical Engineering Services viww.AescoTech.com 710. 74 c r1 s a a"1 VA I� Statcmcnt of Qualifications AFSCO Proposal No. P6996 American Concrete Institute a' d 1 Alwoys advancing Publications Certification Education Committees Events Chapters Verify A Certification Why ACI Cer[fication I SEARCH RESULTS Verify a Certification Name: kopenski Certification Programs Your search returned 1 record. Testing Locations Michael J Kopenski Certification FAQs Aci Concrete Field Testing Technician - Grade 1 Expires. December 12. 2020 Sponsoring Group Riverside, CA 92503 United States Resources Results Per Page to Americans with Disabilities act GILDA) Info Construction Material Testing/Inspection r Environmental and Geotechnical Engineering Services w .AescoTech.com :e.k 7 k c Cj s e a K d VA e..co Swerocat of Quaffkabous AkSCO Proposal No.P6996 OSwa3r43 h., AWS's Free Online Certification Veritication Service qlij i1HETI0N pUIKL'HECK� NY..iV�C..Ob•\/W YY..td�N�N Y M.YN MYi6>tiM tN M[rn M3IM MGM��.IIYr ea>rrnrru aorinNYw•/ ASSw,wr wb�Nawrrr� .vM'w..0..i�a+OW b IC•wRYlsw M/ly hl w/w1/ Michael J KWaski w r. ww ers rr rw rwr. wr.3r� y.r� �w +n .�.an bw u+rwN wtin w1a,3 ml .r.a cwi te.n..or. 1.1P •S�wr M'S.aw3 tiy/I..r r.wus.�Aa+.J.�n.r.+ww w�n� V.Cw.ur.lwYlr.��.1'.ISN/F1Yf •s a�>•rC�..��a.v.a n s.w�.�VwMSM3�n 99010228 .....wi. ws.r� AS ww31L __ irrw.gsr. i Construction Material Testing/Inspection 1 Environmental and Geotechnical Engineering Services l '� ` �"`r'r`•9 "'��"r 3`r a v .AescoTech.com 7 3 a w ?f c jj S e w w f '/(p n6soo Statement of Qualifications AFSCO Proposal No.P6996 t.rr..ww� VY sw a.iw .Mrlleqs 4r�ue. G yyueuYwWlrq SyoVFpawYpe0LV1,'.WL S.uv+a SM na\aeyipml Fpam'epe uFOVlaml 1/y yOW Y.wml.q Sp�.tl F.pror hp�a V0/1yT yNUI V�p Syo.l Npaw Ype01{5/!yT Il�.bue(nnvvi yar Filer f4w TA VASl1 wv a�r Fprnn h.�.nna�i SNNV V srn Car;Ta OIA YAID MMva(amV(a0e:4e OW UlNT M6.ua(nnea.r.YyeeOq/AtT SNmia V"�Y Ib.4�01/lYiro11 Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services f 41 g C d a i t d i a g 4.s e r i c a w .AescoTech.com 57 y o.a 74 a Cf y o a a d %(R wdra Statement of Qralifiatiom AFSCO Proposal No.P6996 Construction Material Testing/Inspection r Environmental and Geotechnical Engineering Services I a G G a c[d l.r g 4/ e.e e a svww.AescoTech.com '�s a wr 'I f e l r a v w d N p sbac>nent of Q�m 2Esco Pmposal No. P6996 4noa A4nn 4u�q,m U Mr tend Sp,W1—pe.eon(e.prr:OV1412022) 9rr n Sb,cMal$tel rnp Bo,pry Sp W in:pe (,gyp O IVM2) Spry 4Pq Fe prOO"SPe �iel r OVIV2022) SWcerJ WKnq Sp.W tiyecmr(nprr.OVIV2022) sp. Irnpra,w Ir.pm OV I V20221 perao CpR Sp,rW Mnpe le,p .OV1V2022) Sbu ,W Pil p spe `rp wIe.Pe:011111V2024 sm w stet a VAA"siw k s -Le le.paes ONIVZO22) r�w�rrrww�r�� r Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services w .AescoTech.com ?tar 7 4 e J.O x.r L VA quo Swirmcot of QualiscaUcim AESCO Proposal No.P6996 '.� c •• CT cca noli CALIFORNIA DEPARTMENT OF TRANSPORTATION Presents IW CERTIFICATE to r Jarrod Martin 1N%1 Is celtlhed to perlorm Rle k*owwig tests Tel TllMa Aw2p riY MfeswaLiwrwy CT" LAG I CT Sla maaot-lp S~n li I CT Sy E1p 1-10 SrE/Gnw+ Li 1 CT w m]I AG S y1 I CT M3 ID 1-I0 Srg1(:w� IM iI CT" a -lp SrU116err li I CT W IDMO, Ip ^yrpl,(i��l li l li, I SCO.Y .,7-/R GOIPs�In.Hierptn Bl Y� 1bli.Lmba wmrJ�nrO�b� I" T� a�wwra���m�aYa�vaby .r,-,me'-t4- M,7 or...re.oa--,T mm r.,r.o am ru. TIr arbl n�rla a nv..N Ta mMra�/I glir��+.�ur..pMlpw�n Aewe wry rs. ,�.d/+�^0N 51An�wrlplhumn�+ Construction Material Testing/Inspection I tl. 4 9 Environmental and Geotechnlcal Engineering Services �'•a[l l s .4 w e T l a a w .Aescc,Tech.com '�:e w l i e C/l e r a( 4f A FAA ncrcc� swerr nt of Qualifications AFSCO Proposal No.P6996 orwr aci C. Oa r.!d Teo;ns rs.n,k: 1ARROD 1 MARTIN �d:wMv,..m.Ao �Ywr,n e���Ywrr T_M I� / • ?ram' r Yr� I INTERNATIONA, INTERNATIONAL 103D! CD II NUI. . COOE COUNCIL .� Construction Material Testing/Inspection EmAronmental and Geotechnical Engineering Services f'a q r 1S•[C [ A.s s C e a. w .AescoTech.com Awco Statement of Qualiftcatiotts AF.SCO Proposal No. P6996 American Concrete Institute AWws cdvysurg bills CeniLcaLiou EduLatluss Cur lnaineea Ecenu C:Myxn Tutaics its Cuttcrrte ACI SL ACICertficatlon Verify A Certification 0.4 .eedHelp'; Email So:port SEARCH RESULTS a rwiflrarinn Tame:fa ils;ic F. 9ation Progrnals ;c1:r sear:.`,rerarned t resrd MEWS tg Locations faulWt:k,Darryl T hacon FAQ5 A•-1 GONCRE TE MELD-ES-ING TEChNCInN-GRADE I ::rts•Ail_ermine Fvg FrMres .Apr/-9 )1)n ea-kapes spring Grecp Cosa mesa CA 92526.2919 Lin led Mares var 11 ::1v 1Ces u COOM14 roolDalb Draw Ro. is For Pago so Ctm.d 'icansY.1th N." i719 rC:ycs Act IAD.S; T1.1011otsk L''_.atlrl llos Ftrtt C:tKTwe CCMPI Y Nar E.2p1L ACI Fmndarkn FLvids tglea:[.t Yr:)KA Construction Material Testing/Inspection t Environmental and Geotechnical Engineering Services www.AescoTech.com j t e.. 1 4 e l-. .. d V A FAI nr_r;=o Statement of Qualifications AESCO Proposal No.P6996 .s... seem w a.uria r>ra..a�-cc r f0,% ofeson The ICC Certification Search ,ontams mformatwn on ndnduals who may be currently certified vnth the 4Renutipwl Code aAA Cc unol,but is not the official record.Cemficates should be verified though wewing the ongrsal cerhfcate issued by ICC to the Mw dual or by using the seardn function below.To marrrtarn the currency of ICC certificates,indrvduals must renew these every two to three years trough retesting or professional development aclnntim Full dew!,on certificate renewal requrement- are found n the nest.,R�a1 w „'- This registry also contains certificates of state,regional,and affiliated associations which are sponsored by]CC- ICC policy r to marntain the privacy requests of it members and conan.ent If your listed information is ncorwt please notify KC If you prefer that detailed address and telephone information be inckded in your ksbM please provide KC with wntlen notice which audgrue.the action Terms of Use.This listing is pronded as a senrce to the constituents of ICC for the purposes of locating a certified professional or contractor in your area.or confimkng status for indr d &Any other use,sale.transfer.or reproduction in any form without the express written consort of KC is stnctly prohibited.ICC reserve;the right to imorporate some false tannin,to detect amproper use of this service. Forst Naar: last Name City aatc Certification Type: Gies.+k<' nes Ret GI EASE NOTE.Search will return a maximum of 500 records,and is Invited to that informal bon on record as provided by cand,dates Search Result: tuecord,found. Certified undn this name City State Certificates Darryl FauFuck Costa Mesa CA prestressed Concrete Special Inspector(expres 06R2IM20) Renforced Concrete Special Inspects(expm 06r22R020) Car Emiron Statement of Qualifications AESCO Proposal No.P6996 Gse,w C A ,aa ArnerCMConcrete InStnUte 41'Grl�l'�lrYYe Veri!y A Certification nr.nen nuuu 41Y1M r �I �onrratrt r+,0 2•nn ttawtrra.cav FYaw Ybc,tt:01' R.LFMTNGl1llt vwl i,n blwrlM r �.ryl.�w rr M=CVM'J 1lt•L JrIY�• YOV It Owl M r rn'�+Y�,Tr,nlr.rn�rr 11T IY1N RA�61iR JVA)C lwC SrY• tlYRI�C/1),OY YlYr� Y✓1N.M r irI tl RafN. �.uaz� hw.Yll nliO GrOr.. LPw LW OY•]AYJ Arr.rrYRrAN�II rttibliq GOlbn ,•4)Y•ti •wYNY�b dWlMr �W�• /Y:UIO,LT[UIOUiOT'�ES'bG,lr��"aiFly� Lww ba.ti b A�r )MY.n4 AIr R XIY'M G➢Ain lr�rU fdw Fw4 r4 rq m Y)r! wY dLLla{IWYIe, Y:.LLs)1:Lsrtt .YLirlrl� 4..NiY rMRYW yt114A0YYY 4utWmr,Ylu /� 1L Watd tmrr WM1Y1 Y r.r r.• aa.rr.,rYr. Construction Material Testing/Inspection I,, r; $q[[d i•g ,d w r.t r a Environmental and Geotechnical Engineering Services www.AescoTech.com aEsco Statement of Qualifications AFSCO Proposal No.P6996 6 j c oil31 h e a � g� C l i 1 u o , 4' Construction Material Testing/Inspection Environmental and Geotechn¢al Engineering Services P.i 4° 6 r e C l e.9 14.e:c e a www AescoTech.com 571er 74e VA Statement 4Quakficabo_ AE<o Proposal No. wa 6Z § § w � § _ . � . | ! \ \ \ \ . � ! § a.U) CF) t z ] § i � � ■ ; ■ , l ■ � , • | | Construction Material Testing/Inspection p Twee ¥.tee . Environmental and__a Engineering Services ___. arco Statement of Q alif bons AESCO Pmposal No. P6996 U0133dSNI 9NIG13MI � 4 J ; J t i t � y � �S F � a i N v o Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services S` ��`«e a 9 4+e s`e a w AescoTech.com 57 s 7 d e Cj 1 8 a a l *A .nEaeo Statement or Qualiscatiom AESCO PTopoml No.P6996 CITY of ANAIIBM S1R102-006-N PLANNING DEPARTMENT BUILDING DIVISION RECEIVED FED 16 7® SPECIAL INSPEC'OR ANNJAL REGI4TRATioN FORM BUILDING D1 ION W1C Arr1A,Ar Fa$0 00 &PECULL IN SPeCTOR N141F YWT1ON _ — NtIRr' qrf piiii ppNr. AE-4(:4 /vft:O !At AObwa: EfpbN/a 2 f7Crr N1r�0ar aY: E111M APb/1C RI011/N11t16Pr - LN oa/LMIa1P aim 111bw and to aAE wid voK call cmWs)11aaY be drdW 11 M wE1111i brJl1�0 A Ul lria 0rkw's IIim OISCIPUNG ICC LA OM ORUM 011IIIIIIIII COILIW OOnaPY FoU Tom, aimso CPrrr�ae• FVmomdbw HEM 001a Ind'Ift Elim AnaM• I hweW a&*trr I am pw1/W b1 rwq N eiGc.h Dabm ft rrpedam fa ,!, Jh I Wd In•.bow aaba spscW Irlagca'I cwwl .m I N umr 0111111 M I.b m101twu"n wcbimNcr nM 1n+Paow6 OWN wN pb a9106crona. P r any twWi. apB+la brd.m irm Pb",Udo my mww," tN 1w1w cry anwaa0pa a apaorr, a 4 I W� *mN rw10.a br me awproG OW bl my li A r aly.I of ala.raonMV^o.M ban M CW argwnwrnv/ will M CaT r Arrn.m&**Ip nM n•+" A r.cord A rtry lar*a nppctara a.cYPlaO Ib Prl mm wi y 1• npiio la tlu wo"vat I n.w4n0 r ed ar by ft 0 w A Vo1>aa r N1al laps a1mlRp.wr lay wrylwcr.�u+ParWd b1a1 I anal G ampbNVP PNY W 011 Oww.ArdwaC a FnQAwr of 9aNr4 I alawabrp Mt 4■.'/1eaPaabNtl'm wow M m.n DA M hmw P.n+1 .rim al ucr.xwF b tiw 44heo"Bull DI11a1Pn O1a w aP.dr wapaawN. • Ph". 7147656136ea0 • FQ 714-7864607 1 E 1 d /p/pnp0w1rWrinr / 2 Z4 s'4�ap 6PECI )N PE 1 SIONATUREBUILIDI FOG.DIVISON SNG%TLM DATE MC M 1Wf MVtlr M.Y•1M Mww.Cr4•.are .'M�1011wr. llMpPfYaFa 0'1M Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services www.AescoTech.com Statement of Ou2hfintiow AFSCO Proposal No. P6996 rye:�a uv rkr er.a� Yso rar CSFini cATes MW YOY R��a Y •iV.fiv ti Y�V:•4.�_�v 1 Y�Yr s�...ryYrr a -aria f_f..+Yw��Urti bM yr • Ii.m aF�YN1n•_n��r' Y � SAY ��"pl/eV�•�Y•'i r p1f1� f�Il, Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services Pa S,- G r[(G i.y ,/.w e e d www.AescoTech.com '�s e.. 7 L c lj t e.w( ?(A FAA Swrment of Qualifcatiow AFsco Proptnal No. P6996 .5 sn na+n.tt cEFtrsrwrlo. CALIFORNIA DEPARTMENT OF TRANSPORTATION Presents the CERTIFICATE to Daniel Jimenez vt10 is cerl+fled to perform the 101110 tg tests Tat WOWd Esll.M nate IA Iteslp 1r /u. L Mary CT 504 20190&14 fEdad tttlnrtl I�t CT51e 20190&14 F♦td+.d FlpCptd tA01 CT 539 M1906.14 fOduld FIOOetd Lb i Cr 5E0 2019,W14 Rdwd F11i Lw 1 CT$43 20191W 14 Porlad HOOnd (tb b ) cr 5% 201906.14 FOdrd IIEErd L 1 CT 557 201906-14 FOA+.d Id3bw L I Lab 1 AESCO Tedn kc,17M1(.eorq.o.n Ln U0.0. Barb No Lab lACapby smeled+lr d+e lrEv a M emedtd b perlvm h bl n.Ev1 ideT+Eed Teflve r.M be atlrYld nM w wooliled Ybwabry C�irMed bd1V.d.�Aau.pe(LA) 1lrmao+e Fbe Th.o.Nc!a rrC a bq a ee Tin corpa+rE+tpgn repvengO nCJbsn WOViii+dent Afwrsre Pre V.n Wmr vye tl1 / J , Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services fir a g` 8.`!d i.g "4"`c`r e A ww AescoTech.com 57•e. 7 L a '7s a..[ WA IYJYI.VIW ' OVN ICt California : k; �I■pNp�RM4.■� ACI Cnnnrlr Eivid Imling icchnlclan- Grade I DUSTIN L SEXTON C.nik.liUi NaWaura{ Iya.�a 11711r1071 vnYtr(.IrrNCUra u•_I Constructlor Material Testing/Impectior EmAri n entai and Ce techmi:al Engineenng Services [t.' ,I.• w .AescoTechxiwn .a+. •7 f e !�e•r•/ Z(•, wrGo Statement of Qualifications AFSCO Proposal No.P69% APPENDIX C Additional References Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I h" 4` G m e l d e e g �1.k e s<e n w .AescoTech.com 57 s o w 7 4 e lj s o u K d VA •�po Statement of QxAlificatkow AFSCO PmpoW No.P6996 Client: City of Santa Ana Contact: Mr. Tyrone Chesanek, Senior Civil Engineer Address; Phone No.: 20 Civic Center Plaza, Santa Ana, CA 92702; (714)647-5045 Email: TChesanek(a,santa-ana.ore Services: On-Call Contract for Materials Testing and Inspection; Adam Chamaa, P.E., G.E. Project Manager Dates: 2011-present Client: Fountain Valley Unified School District Contact: Mr. Joe Hastie, Director of Maintenance and Operations Address; Phone No.: 10055 Slater Avenue, Fountain Valley,CA 92708; (714) 231-2229 Email: hastieja fvsd.us Services: Geotechnical Engineering; Materials Testing and Inspection; Adam Chamaa, P.E., G.E. Project Manager Dates: 2018-present Client: Orange County Transportation Authority Contact: Ms. Rose Casey, Program Manager Address; Phone No.: 550 South Main Street, Orange,CA 92693; (714)560-5729 Email: rcasey(aa).octa.net Services: Materials Testing and Inspection; Environmental Engineering; Adam Chamaa, P.E., G.E., Project Manager Dates: 2017-2019 Client: Caltrans Contact: Mr. Kausi Amuth, Senior Transportation Engineer Address; Phone No.: 3100 West Lake Center Drive, First Floor, Santa Ana, CA 92704; (949)279-8688 Email: kausi.amuth/aidot.ca.gov Services: QV Inspection: Scheduling, Geotechnical and Environmental Engineering; Adam Chamaa, P.E.,G.E., Project Manager Dates: 2019-2023 (projected) Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I''' ° g ,a..e : r e A w AescoTech.com 7..., 7,(e !....G V p •moo Statement of Qualifiotions AFSCO Proposal No. P6996 APPENDIX D RELATED PROJECT EXPERIENCE A partial listing of related projects for the City of Huntington Beach is provided below. Lambert Park Slope Failure Beach Gun Range Huntington Beach City School District Solar Panel Installations Roadway Improvements (Heil, Nichols, Talbert, Main, Warner, Slater, Yorktown, Garfield, Gothard, Magnolia, Graham, Newland, Slater, Atlanta, Brookhurst. Edinger) Newland Street Bridge Central Net Fire Training Facility Pavement Design Warner Avenue Eastbound Sinkhole Emergency Response Overmyer Reservoir Springdale Reservoir Utility Operations Yard Van's Skate Park and Retail Structure Geotechnical Lift Station 4 Lift Station D Trinidad Lift Station Ranger Lift Station Atlanta and Beach Lift Station Oceanhill Sewer Replacement Sewer Siphon Remediation, Brookhurst Street Lift Station #26 Beach Boulevard Water Main Extension Warner Avenue Gravity Sewer Lift Station C Algonquin Lift Station 410 14-Inch Water Line Installation, Huntington Harbor Water Line Garfield Avenue Main Street Parking Garage Traffic Signal Modifications, Brookhurst and Yorktown,Newland and Atlanta, Magnolia and Atlanta Yorktown Transmission Rehab Downtown Water Main Replacement Bracing Sewer Pump Station # I Drainage Improvements Beacon, Heil and Trudy Brookhurst Bridge Renovation Feeder WOCWB Water Line #2 Realignment Well #9 GAC Filtration System Magnolia Street Bridge Preventive Maintenance Brookhurst Street Bridge Preventive Maintenance Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services Pa g r G a e l,d e a g Awes<e a v .AescoTech.com ?sow '7 4 e J s a a a[ '/!f $mlcmC¢t of Q�d AESCO Proposal No.P6996 Edgewater Sewer Lift Station #6 Bolsa Chica Signal Modifications Main Promenade Parking Structure Improvements Talbert Lake Modifications Water Damage Main Street Parking Garage Sewerline Beach and Slater Structural Wall Repair Main Street Parking Garage Heil Fire Station Tenant Improvements Main Street Library ADA Restroom Upgrades Electrical Upgrades Peck Reservoir South Beach Phase 11 Storm Drain Seapoint and Garfield Storm Drain 7`^ Street and Goldenwest Solar Panel Installation Central Park Solar Panel Installation Civic Center Brookhurst Street Renovation West Orange County Water Board Feeder Line#2 Water Well IA Van's Skate Park Testing and Inspection Saybrook Lift Station Cascade Sewer Line Repair Arterial Rehabilitation Graham, Newland and Atlanta Graham Alley Library Lift Station Arterial Rehabilitation Slater Westbound Warner Ave. Sinkhole Emergency Response Admiralty Bridge Asbestos Survey Humboldt Bridge Asbestos Survey Central Library Fountains Asbestos Abatement Sewer Lining Project 2021 Humboldt Lift Station Banning Storm Water Lift Station Gothard Street Helipad Construction Material Testing/Inspection Environmental and Geotechnical Engineering Services I a g r G r i!l i s q r/w e s,e a w .AescoTech.com 7 s e w '7/e 57,amad VA A�oo statement of Quabf auons AESCO Proposal No.P69% APPENDIX E Letters of Recommendation Construction Material Testing/Inspection r Environmental and Geotechnical Engineering Services 1 " G` i4r[[[[s y A.a t[e w AescoTech.com 57 t e r 7,f a 5Ft#wae *A Los Angeles Unified School District "V ° Facilities Services Division 101 �41N! �tirw rpi4Y�f OwVY OFFICE OF THE St PERINTENDLN I FACILITIES SER\'K V%DIVISION 03-20-2014 To Whom It May Concern. Los Angeles Unified School District has worked with AESCO since 2008, and have found principal Adam Chamaa and his associates to be highly professional and competent in providing a variety of construction related support services AE5CO has been a valuable resource for the Los Angeles Unified School District in completing a large number of new construction and modernization projects. They have provided soils and geotechnical engineering reports and pavement design for almost every campus within the District. In addition, they have provided material testing and inspection services both in- state and out-of state when necessary Timely reporting and accurate documentation of their work is one of their strengths. We feel comfortable in recommending Adam Chamaa and AESCO for infrastructure support services. If you have any questions please feel free to contact me at (213) 241-4702 Tha 0 5 Elfarra t,r 'LfARfF O R LAU5D Project Execution Department (213) 241-4702 La Aw♦Ia Uaftl laed Diesv.Frin.Sawn u..ve. I)1 S Bleuby Ave.1lN Fbu,la Agdn fA 9W I] hybrl!I11:11-YI I•in I:UI NIi1N ALHAMBRA UNIFIED SCHOOL DISTRICT 1515 West Mission Road. Alhambra, Ca.91803 (626)943-6500 February 22, 2019 To Whom It May Concern: Alhambra Unified School District has had the pleasure of working directly with AESCO, Geotechnical/Environmental Engineering since 2008 on a multitude of project throughout the various school sites. Adam Chamaa, Principal, and his associates have provided highly professional and competent construction related support services. AESCO has taken part in projects from playground installations to new construction and modernization. They have provided excellent soils and geotechnical engineering reports, timely and accurately documented. I am confident in recommending Adam Chamaa and AESCO for Infrastructure and Geotechnical support services. L Eric Espin sa Facilities & Construction Manager espinosa_eric@ausd.us M EXPERIENCE/PERFORMANCE FORM V1.0 QUESTIONNAIRE RFPNO. P Page ageI 1 of 3 Los Angeles County Metropolitan Transportation Authority ---- Questionnaire Purpose/ Introduction THIS PERFORMANCE QUESTIONNAIRE IS TO ASSIST THE MTA IN ITS ASSESSMENT OF THE GENERAL PAST EXPERIENCEIPERFORMANCE OF A PROPOSER,SUBCONSULTANT OR OTHER ENTITY THAT WILL BE RESPONSIBLE FOR PERFORMING WORK. PROPOSER (IDENTIFIED CONSULTANT IN SECTION 1 BELOW) HAS IDENTIFIED YOUR ORGANIZATION AS A REFERENCE FOR PAST EXPERIENCEMERFORMANCE. SECTION 1 PROPOSERICONSULTANT IDENTIFICATION(COMPLETED BY EVALUATOR) AESCO Name of Proposer/Subconsultant/Other Entity SECTION 2. IDENTIFICATION OF RESPONDING FIRM(COMPLETED BY EVALUATOR) 1. Azzam Saad,PE,Esq.-Contracts Manager Name&Title of Responding Firm(s)Representative 2 OHL USA Exact Name of Responding Firm 3. 3100 West Lake Center Drive,2nd Floor Physical/Mailing Address Santa Ana CA USA 92704 City State Country Zip Code 4. 714-318-3902 Primary/Main Telephone No. Primary I Main Fax No. & Brief Description of Work Performed for Responding firm Perform Quality Control materials testing and inspection for the widening of the 1405 Freeway between SR 73 and the 1 605 Freeway through Orange County. AESCO prepared the Quality Control Manual. AESCO also performed the Aerial Deposited Lead testing for the project. X QEXPERIENCE/PERFORMANCE FORM V1.0 UESTIONNAIRE RFP No P`: - Page 2 of 3 Los Angeles County Metropolitan Transportation Authority SECTION 3: OVERALL PROJECT EXPERIENCEiPERFORMANCE IN THIS SECTION, PLEASE INDICATE YOUR ORGANIZATIONS SATISFACTION WITH THE PAST OR CURRENT OVERALL PERFORANCE OF THE CONSULTANT IDENTIFIED IN SECTION 1 ABOVE THE CONSULTANT IN QUESTION IS TO BE ASSESSED ON THE BASIS OF YOUR ORGANIZATION FIRST-HANDIDIRECT EXPERIENCE WITH THE CONSULTANT ONLY PLEASE PLACE AN'X'IN THE APPROPRIATE BOX.INDICATING YOUR ORGANIZATION LEVEL OF SATISFACTION WITH THE CONSULTANT IN QUESTION THE SCALE IS DEFINED AS FOLLOWS • U-UNSATMFACTORY: CONSULTANT IS OR WAS IN DANGER OF NOT BEING ABLE TO SATISFY CONTRACTUAL REQUIREMENTS AND RECOVERY WAS OR IS NOT LIKELY IN A TIMELY MANNER. AREA OF EVALUATION CONTAINS SERIOUS PROBLEMS FOR WHICH THE CORRECTIVE ACTIONS APPEAR INEFFECTIVE • S-SATISFACTORY: PERFORMANCE MEETS CONTRACTUAL REQUIREMENTS AREA OF EVALUATION CONTAINS SOME PROBLEMS FOR WHICH CORRECTIVE ACTIONS HAVE YET TO TAKEN.OR HAS NOT BEEN FULLY IMPLEMENTED.BUT APPEAR ONLY SATISFACTORY • G-GOOD: PERFORMANCE CLEARLY MEETS CONTRACTUAL REQUIREMENTS AREA OF EVALUATION CONTAINS SOME MINOR PROBLEMS FOR WHICH CORRECTIVE ACTIONS APPEAR EFFECTIVE • E-EXCEPTIONAL: PERFORMANCE CLEARLY EXCEEDS CONTRACTUAL REQUIREMENTS AREA OF EVALUATION CONTAINS FEW MINOR PROBLEMS FOR WHICH CORRECTIVE ACTION APPEAR HIGHLY EFFECTIVE. Fall Pass U 8 G E Ni 1 Consultant accomplished/performed work being evaluated ❑ ❑ ❑ In ❑ 2 Consultant provided experienced design and/or project ❑ ❑ ❑ © ❑ managers with abilities needed to meet contract requirements 3 Consultant demonstrated ability to hire, maintain, and replace ❑ ❑ ® ❑ ❑ rf necessary) qualified personnel duringthe contract period. 4 Consultant provided a timely response to nonconformance ❑ ❑ ❑ © ❑ Issues 5 Consultant exercised initiative to solve problems. ❑ ❑ ® ❑ ❑ 6 Consultant provided timely resolution of design defects ❑ ❑ ® ❑ ❑ 7 Consultant developed and met established project schedules. ❑ Cl ❑ EI ❑ 8 Contractor provided timely cost proposals for changed work. ❑ ❑ ❑ ❑ 9 Consultant paid subcontractors/suppliers in a timely manner ❑ ❑ ❑ © ❑ 10 Consultant Provided effective Occupational Safety 8 Health Policies, Procedures 8 Programs to meet contract ❑ ❑ © ❑ ❑ requirements 11. Consultant provided and effectively Implemented Project ❑ ❑ QualityProgram Manual requirements. 12 Consultant provided Quality Control Inspection Instructions and ❑ ❑ effectivelyconducted inspections 13 Consultant effectively Implemented requirements for ❑ ❑ E Ineenn Design Procedures(s) 14. Consultant obtained permits. Inspections and necessary ❑ ❑ approvals from third-party's in a timelymanner 15. Consultant effectively coordinated with the Buyer/Owner ❑ Ell ❑ 16. Consultant mitigated claims and changes ❑ ❑ ❑ Q ❑ 17. Any other comments you would like to make such as would ❑ ❑ © ❑ ❑ ou contract again with this Consultant? FORM V1.0 M EXPERIENCE/PERFORMANCE RFP NO Ps46817 QUESTIONNAIRE Page 3 of 3 Los Angeles County Metropolitan Transportation Authority Any other comments you would like to make such as would you contract again with this Consultant?(Note: if no additional comments so indicate below.) _1 have known AESCO for over ten years. They always perform professionally._ _Very knowledgeable with all material and testing requirements for heavy civil and_ _highway industry. Works very well with owners and contractors,solves problems._ _Experienced in public works and document requirements._ To Pass COnsultant/Subconsultant/Other Entity must receive passing marks or a N/A in twelve (12)out of the sixteen(16)questions,at a minimum, for this reference only. (Note: The Technical Evaluation Team may determine any unsatisfactory identified as critical to the procurement) For Metro Use Only: Score Proposer's status after review Validated by: Date: ,. Orange Countv San Bernardino County I7—a2 i. III&I Am.&mk ad Ilu.nn.q.n.arrfi.CaKmm W1,17 F..Y V&6 imaa WXV: 'I'.L. 1711):G.;:4KJJI TA-: exrn DWMa AESCO I., n l n a7.ull hr "rn sn vrnH Client Name: Compan.: o—V Date: S 5 Ile Str.melc Somr,%hat Undecided Somewhat Strunzh Acree Aeree Disa¢ree U1>aerrce Does AESCO appear knowledgeable/qualified to perform the testing'? Overall, AESCO handles all complaints in a timelv manner. Would you use AFS('0 a am., Would you recommend AESCO's services to other com panle:! Overall, you are pleased with the way AESCO handles obstacles at the ob AESCO submits reports in a timely manner AESCO's staff is readily arallahlr n, provide support when needed Additional Comments:t f l �( 3 kF-Z �S v )7�S ,a e, b-g e(. 1N GcwCc, .o v A -40 How can AESCO improve'' T e-G, VJ4 Signature: Construction Material Testi g/ Inspection ♦ Environmental • Geotechnical Engineering Services www.AescoTech.com M.ARCHITECTURE February 21, 2019 To Whom It May Concern: I have utilized AESCO for geotechnical engineering and construction materials testing and inspections. AESCO has been very responsive and they have provided excellent services for various types of projects including structures, utilities, and pavement for the Alhambra school district for the past 15 years. We highly recommend AESCO Inc. for both geotechnical services as well as construction materials testing and inspection. If I can provide any further assistance, please do not hesitate to contact me at (626) 283-5996 or email me at mleu@mlarchitecture.com. Sincerely, Mun C. Leu, President 1961 W. Huntington Drive,Suite 201.Alhambra,CA 91801 626.283.5996 ,. ora,lge Cowny San Bernardino Cowty 17782 t:eo,V w u Im 11163 A.aouk.aA I hnw,ipm,Hexh.C'aid,r ua 92647 Fmlu Calif«.ua 9TKU Tde 171 U 3733&30 Tek: (909)Y91-91" AESCO F'a.: (711)37.L.9 1 F'u: 9U9)1847201 Client Name: �IcAr Jo Company: G".1$ ut 3wn+n. Fn«. Date: 5 - 4-1 - zalb Strongly Somewhat Undecided Somewhat Strongly A ree A rce Disa rec Disa ree Does AESCO appear knowledgeable/qualified to dorm the testin � Overall, AESCO handles all complaints X in a timel manner. Would you use AFSCO a ain? Would you recommend AESCO's services to other companies? Overall, you are pleased with the way AESCO handles obstacles at the ob AESCO submits rcport� x in a timely manner 1E777s staff is readily available to provide support when needed Additional Comments: How can AESCO improve? Signature: Construction Material Testing/ Inspection ♦ Environmental ♦ Gcotechnical Engineering Services www.AescoTech.com M EXPERIENCE/PERFORMANCE FORM V1.Q QUESTIONNAIRE RFP NO PS46817 Page 1 of 3 Los Angeles County Metropolitan Transportation Authonty Questionnaire Purpose / Introduction THIS PERFORMANCE QUESTIONNAIRE IS TO ASSIST THE MTA IN ITS ASSESSMENT OF THE GENERAL PAST EXPERIENCE/PERFORMANCE OF A PROPOSER,SUBCONSULTANT OR OTHER ENTITY THAT WILL BE RESPONSIBLE FOR PERFORMING WORK. PROPOSER (IDENTIFIED CONSULTANT IN SECTION 1 BELOW) HAS IDENTIFIED YOUR ORGANIZATION AS A REFERENCE FOR PAST EXPERIENCE/PERFORMANCE. SECTION T PROPOSER/CONSULTANT IDENTIFICATION(COMPLETED BY EVALUATOR) AESCO Name of ProposedSubconsultant/Other Entity SECTION 2: IDENTIFICATION OF RESPONDING FIRM(COMPLETED BY EVALUATOR) 1. Alex Perez Quality Control/Quality Assurance Coordinator Name&Title of Responding Firms) Representative 2 CaltranB Exact Name of Responding Firm 3 11229 woodruff Avenue Physical I Mailing Address Downey CA USA 90241 City State Country Zip Code 805-957-7056 4 562-940-4202 Primary/Main Telephone No Primary I Main Fax No. 5 Brief Description of Work Performed for Responding firm Performed the testing and inspection for the lean concrete base(LCB)and jointed plane concrete for regularrapid set and X QUESTIONNAIRE EXPERIENCE/PERFORMANCE FORM V7.0 RFP No. PS46817 Page 2 of 3 Los Angeles County Metropolitan Transportation Authority SECTION 3: OVERALL PROJECT EXPERIENCE/PERFORMANCE IN THIS SECTION, PLEASE INDICATE YOUR ORGANIZATION'S SATISFACTION WITH THE PAST OR CURRENT OVERALL PERFORANCE OF THE CONSULTANT IDENTIFIED IN SECTION 1 ABOVE. THE CONSULTANT IN QUESTION IS TO BE ASSESSED ON THE BASIS OF YOUR ORGANIZATION'S FIRST-HANDIDIRECT EXPERIENCE WITH THE CONSULTANT ONLY. PLEASE PLACE AN'X'IN THE APPROPRIATE BOX,INDICATING YOUR ORGANIZATION'S LEVEL OF SATISFACTION WITH THE CONSULTANT IN QUESTION. THE SCALE IS DEFINED AS FOLLOWS: • U-UNSATISFACTORY: CONSULTANT IS OR WAS IN DANGER OF NOT BEING ABLE TO SATISFY CONTRACTUAL REQUIREMENTS AND RECOVERY WAS OR IS NOT LIKELY IN A TIMELY MANNER. AREA OF EVALUATION CONTAINS SERIOUS PROBLEMS FOR WHICH THE CORRECTIVE ACTIONS APPEAR INEFFECTIVE. • S-SATISFACTORY: PERFORMANCE MEETS CONTRACTUAL REQUIREMENTS. AREA OF EVALUATION CONTAINS SOME PROBLEMS FOR WHICH CORRECTIVE ACTIONS HAVE YET TO TAKEN,OR HAS NOT BEEN FULLY IMPLEMENTED,BUT APPEAR ONLY SATISFACTORY. • G-GOOD: PERFORMANCE CLEARLY MEETS CONTRACTUAL REQUIREMENTS. AREA OF EVALUATION CONTAINS SOME MINOR PROBLEMS FOR WHICH CORRECTIVE ACTIONS APPEAR EFFECTIVE. • E-EXCEPTIONAL: PERFORMANCE CLEARLY EXCEEDS CONTRACTUAL REQUIREMENTS. AREA OF EVALUATION CONTAINS FEW MINOR PROBLEMS FOR WHICH CORRECTIVE ACTION APPEAR HIGHLY EFFECTIVE. Fail Pass U S G E N/A 1. Consultant accomplished/performed work being evaluated. 1 ❑ ❑ 2. Consultant provided experienced design and/or project El ❑ ❑ ❑ ❑ mono ers with abilities needed to meet contract requirements. 3. Consultant demonstrated ability to hire, maintain, and replace ❑ ❑ ❑ ❑ if necessa qualified personnel duringthe contract period. In 4. Consultant provided a timely response to nonconformance ❑ ❑ ❑ ❑ ❑ issues. 5. Consultant exercised initiative to solve problems. ❑ ❑ ❑ ❑ ❑ 6. Consultant provided timely resolution of design defects. ❑ ❑ ❑ I ❑ ❑ 7. Consultant developed and met established project schedules. I ❑ ❑ ❑ I ❑ 1� 8. Contractor provided timely cost proposals for changed work. I ❑ ❑ ❑ I in ❑ 9. Consultant paid subcontractors/suppliers in a timely manner. I ❑ ❑ ❑ I ❑ 10. Consultant provided effective Occupational Safety & Health Policies, Procedures & Programs to meet contract ❑ ❑ ❑ D ❑ requirements 11. Consultant provided and effectively implemented Project I El ❑ ❑ © ❑ Quaht Pro ram Manual requirements. 12. Consultant provided Quality Control Inspection Instructions and I El ❑ ❑ ❑ effective) conducted inspections. 13. Consultant effectively implemented requirements for I El ElI ❑ ® ❑ En ineerin Design Procedures(s) 14. Consultant obtained permits, inspections and necessary I El ❑ En ❑ ❑ a royals from third- art 's in a timely manner. 15. Consultant effectively coordinated with the BuyedOwner ❑ ❑ ❑ ❑ 16. Consultant mitigated claims and changes. ❑ ❑ ❑ I ❑ D 17. Any other comments you would like to make such as would ❑ ❑ ❑ ❑ ❑ you contract again with this Consultant? M EXPERIENCE/PERFORMANCE FORM V1.0 RFP NO. PS46817 QUESTIONNAIRE Page 3 of 3 Los Angeles County Metropolitan Transportation Authority Any other comments you would like to make such as would you contract again with this Consultant? (Note: if no additional comments so indicate below.) AESCO is very knowledgeable in materials testing and inspections and is very responsive to —reEtH2 sEo-ro:` -r. _ _ ee Beheduling. They—:aye quick tom—i-oe3aefi—a9—Et1ey ar-4se in the field. AESCO is very experienced with highway projects. To Pass Consuhant/Subconsultant/Other Entity must receive passing marks or a N/A in twelve (12) out of the sixteen (16)questions. at a nlininlunl, for this reference only. (Note: The Technical Evaluation Team may determine any unsatisfactory identified as critical to the procurement) For Melro Use Only: Score Proposer's status alter review Validated bv: Date: EXHIBIT "B" Payment Schedule (Hourly Payment) A. Hourly Rate CONSULTANT'S fees for such services shall be based upon the following hourly rate and cost schedule: SEE ATTACHED EXHIBIT 13 B. Travel Charges for time during travel are not reimbursable. C. Billing 1. All billing shall be done monthly in fifteen (15) minute increments and matched to an appropriate breakdown of the time that was taken to perform that work and who performed it. 2. Each month's bill should include a total to date. That total should provide, at a glance, the total fees and costs incurred to date for the project. 3. A coPy of memoranda, letters. reports, calculations and other documentation prepared by CONSULTANT may be required to be submitted to CITY to demonstrate progress toward completion of tasks. In the event CITY rejects or has comments on any such product. CITY shall identify specific requirements for satisfactory completion. 4- CONSULTANT shall submit to CITY an invoice for each monthly payment due. Such invoice shall: A) Relerencc this Agreement; B) Describe the services performed; C) Show the total amount of the payment due; D) Include a certification by a principal member of CONSULTANT's firm that the work has been performed in accordance with the provisions of this Agreement: and 1 ) For all payments include an estimate of the percentage of work completed. Upon submission of' any such invoice. if CITY is satisfied that CONSULTANT is making satisfactory progress toward completion of tasks in accordance with this Agreement, CITY shall approve the invoice, in which event payment shall be made within thirty (30) days of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld. If CITY does not approve an invoice, CITY shall notify CONSULTANT in writing of the reasons for non-approval and the schedule of performance set forth in Exhibit "A" may at the option of CITY be suspended until the parties agree that past performance by CONSULTANT is in. or has been brought into compliance, or until this Agreement has expired or is terminated as provided herein. 1 Exhibit 13 5. Any billings for extra work or additional services authorized in advance and in writing by CITY shall be invoiced separately to CITY. Such invoice shall contain all of the information required above, and in addition shall list the hours expended and hour[\ rate charged for such time. Such invoices shall be approved by CITY if the work performed is in accordance with the extra work or additional services requested, and if CITY is satisfied that the statement of hours worked and costs incurred is accurate. Such approval shall not be unreasonably withheld. Any dispute between the parties concerning payment of such an invoice shall be treated as separate and apart from the ongoing performance of the remainder of this Agreement. Exhibit 13 EXHIBIT B /. Orange County San Bernardino County I"R2 Gmmel.n I am 14163 \rm. nouk and 1iuwInRwm WOO,(*I.r rnia 92W Fontana.I dif.rnis 92335 1'k: i'I41P5.310 Ill,: 1'a1912R11121N) AE$Ct] Fac 17141375J341 Fa a: 191191244-9201 August 17, 2021 City of Huntington Beach Department of Public Works 2000 Main Street Huntington Beach, CA 92648 Subject: Fee Schedule Statement of Qualifications On-Call Materials Testing and Inspection Services City of Huntington Beach AESCO Proposal No. P69% Dear Sirs/Madams: AESCO is pleased to provide our Fee Schedule for the above-referenced project. 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 ly yours, AE CO, Efc —� date Chamaa, G.E. Dce?raa Perei.� nginccring Manager Project Manager Construction Material Testing/Inspection Environmental 4 Geotechnical Engineering Services I� AESCO AESCO P6996 Huntington Beach On-Call Materials Testing and Inspection Due 8-17-21 Professional Staffing Code Item $/Unit Unit P100 Principal Professional Engineer $ 220.00 Hour Plot Senior Geotechnical Engineer $ 205.00 Hour P102 Project Engineer/Manager $ 175.00 Hour P103 Geologist $ 185.00 Hour P104 Quality Control Manager $ 175.00 Hour P105 Senior Staff Engineer $ 170.00 Hour P116 Health and Safety Officer $ 205.00 Hour P135 LA City Deputy Methane Specialist $ 149.00 Hour P107 Laboratory Manager $ 132.00 Hour P108 Laboratory Technician $ 115.50 Hour P 109 CADD Operator/Draftsperson $ 95.00 Hour Pilo Data Processing,Technical Editing or Reproduction $ 95.00 Hour Pill Expert Witness Testimony $ 465.00 Hour P112 Certified Payroll,per hr. $ 170.00 Hour P113 Senior Staff Environmental Engineer $ 170.00 Hour P114 Senior Environmental Engineer $ 205.00 Hour Field Technician Code Item $/Unit Unit T150 Special Inspector(Reinforced Concrete,and Masonry) $ 121.00 Hour T151 Special Inspector(Structural Steel,Dfilled-In-Anchors S 121.00 Hour T152 Special Inspector for Welding $ 121.D0 Hour T153 OSA Class l Inspector $ 142.00 Hour T154 OSA Class ll Inspector $ 131.00 Hour T155 Special Inspector for Fireproofing $ 121.00 Hour T156 Special Inspector Load Tests or Torque/Bolt) $ 121.00 Hour T157 Special Inspector Rebar Sample $ 121.00 Hour T158 Special Inspector Pachometer $ 121.00 Hour T159 Senior Asphalt Placement Technician $ 121.00 Hour T160 Asphalt Placement Technician $ 121.00 Hour T161 Asphalt/Concrete Plant Technician $ 121.00 Hour T162 ACl/Caltrans Technician $ 121.00 Hour T163 Senior Soils Technician $ 121.00 Hour T164 Senior Grading Inspector $ 126.00 Hour T165 Staff Grading Inspector $ 121.00 Hour T 166 Soils Technician $ 121.00 Hour T167 Pile Driving Inspector S 131.00 Hour T168 AWS Certified Welding Inspector 5 121.00 Hour T169 NACE Coating Inspector $ 142.00 Hour T 170 Field Coring Technician 5 121.00 Hour T171 Nondestructive Examination Technician,UT,MT,LP S 126.00 Hour T172 Structural Steel Fabrication Inspector(AWS) S 126.00 Hour T177 Senior Environmental Technician 5 131.00 Hour T178 Environmental Technician S 126.OD Hour T179 Building Inspector $ 137.00 Hour Fabrication Shop Inspections Code Item 5/1.1nit Unit 1113 Structural Steel Inspector(ICC/CBO) .. . Hour T174 Structural Steel Inspector(AWS) - . Hour T175 Batch Plant Quality Control Technician/Inspector .. . Hour AJES4Co AESCO P6996 Huntington Beach On-Call Materials Testing and Inspection Due 8-17-21 T176 Reinforced Concrete, Prestressed Inspector Field Inspector/Technician Hours No Work Performed(Work Cancelled) All field services charge 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 8 hours through 12 hours,Monday through Friday First 12 hours on Saturday Shift between 3.00 a.m.and 5.00 a.m. Double Time Any hours past 12 hours Monday through Saturday,all day Sunday and Federal Holidays Field Analysis Code Hem $/Unit Unit G200 Soil Boring with Hollow Stem Auger Drilling Portal to Portal $ 415.00 Hour G201 Backfill Boreholes with Bentomte $ 26.00 Foot G202 Backfill Boreholes with Grout 5 37.00 Foot G203 Drumming and Disposal of Clean Cuttings $ 410.00 Drum G204 Fire Water Buffalo 5 578.00 Day G205 Support Truck 5 158,00 Day G206 Water Truck 5 473.00 Day G207 Mobilization and Demobilization for Rock conng 5 1.208.00 Each G208 Rock Coring 5 478.00 Hour G209 Decontamination of Vehicle and Equipment(Up to 100 miles) $ 315.00 Each G210 Field Resistivity,up to 3 arrays,maximum distance of 40 ft. $ 1,890.00 Each G211 Environmental Soil Boring with Hollow Stem Auger Portal to Portal $ 446.00 Hour G212 Environmental Soil Boring with Direct Push Portal to Portal $ 399.00 Hour G213 Environmental Groundwater Sampling with Grundfos,Portal to Portal $ 289.00 Hour G214 Environmental Analysis of soil for waste classification quote/Sample G215 Environmental Analysis of liquid for waste classification Quote/Sample G216 Ground Resistance Tester(Four Point Method),plus travel $ 1,700.00 Each G217 Potholing,two-man crew $ 600.00 Hour Mix Design Review Code Item $/Unit Unit 0250 Review of Concrete Mu Design $ 168.00 Each D251 Review of Grout Mix Design $ 168.00 Each D252 Review of Mortar Mix Design 5 168,00 Each D253 Review of Asphalt Mix Design $ 210,00 Each Sample Pick-Up/Hold Code Item $/Unit Unit All hold samples are charged at the sarne rate as the testing rate U303 Technician for Specimen pick up,minimum 2 hours 5 110.00 Hour U304 Vehicle(Up to 100 miles) $ 75.00 Trip Field Equipment Charges M /XEsco AESCO P6996 Huntington Beach On-Call Materials Testing and Inspection Due 9-17.21 Code Item $/Unit Unit E350 Brass Mold $ 21.00 Each E351 Concrete Air Meter $ 53.00 Day E352 Concrete Unit Weight(Scale,Bucket,Rod and Mallet) $ 32.00 Day E353 Field Vehicle Usage(Up to 100 miles) 5 74.00 Trip E354 Concrete/Asphalt Coring Equipment rental(min 4 hrs and 8 hrs after) $ 200.00 Hour E355 Fireproofing Adhesion/Cohesion $ 21.00 Test E356 Hand Auger Equipment $ 131.00 Day E357 Level D Personal Protective Equipment(PPE),per person $ 42.00 Day E358 Liquid Penetrating Consumables $ 32.00 Day E359 Magnetic Particle Equipment and Consumables $ 42.00 Day E360 Ultrasonic Equipment and Consumables $ 68.00 Day E361 Nuclear Density Gauge Usage $ 19.00 Hour E362 Compaction Test,per location $ 21,DO Test E363 Portable Concrete Laboratory-not including Technicians 5 - Quote/Day E364 Pachometer(Rebar Locator) $ 58,00 Day E365 Environmental PID Usage 5 200.00 Day E366 Pull Test Equipment $ 74.D0 Day E367 Sand Cone Test Kit(Scale,Burner,Sand Cone Apparatus) $ 179.00 Day E368 Schmidt Hammer $ 53,00 Day E369 Torque Wrench,Small $ 21,00 Day E370 Torque Wrench,Large $ 37.00 Day E371 Torque Multiplier(Skidmore) $ 95.00 Day E372 Miscellaneous Equipment Charge $ - Quote Each E373 Vapor Emission Kit $ 58.00 Each E374 Field Resistivity Meter $ 236.00 Day E375 Water Level Meter $ 79.00 Day E376 Environmental ph/Turbidity/Conductivity/Temp Meter $ 110.00 Day E377 Environmental FID Usage $ 110.00 Day E378 Environmental groundwater sampling pump $ 215.00 Day E379 XRF Lead Analyzer $ 131.00 Day E380 Relative Humidity $ 74.00 Day Schedule of Fees for Laboratory Services Concrete Tests Code Item $/Unit Unit C4D0 6"x 12"Cylinder.Compression Strength[ASTM C391 S 37.00 Test C401 6"x 6"x 18"Flexural Beams Not Exceeding Referenced Sae(ASTM C78,C293,or CTM S23) 5 84.00 Test C402 Cylinders:Splitting Tensile Strength(ASTM C4%) S 84.DO Test C403 Core Compression including Trimming(ASTM C39) $ 53.00 Test C404 Coring of Test Panels in Lab S 26.00 Each C405 Diamond Sawing of Cores or Cylinders(ASTM C642) $ 26.00 Test C406 Density,Absorption,and Voids in Hardened Concrete(ASTM C642) $ 315.00 Test C407 Modulus of Elasticity Static Test(ASTM C469) S 131.00 Test C408 Unit Weight Including Lightweight Concrete S 68.00 Test 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) S 394.00 Test C410 Additional Reading S 47,00 Set of 3 Bars C411 Storage Over Ninety(90)Days $ 37.00 iet of 3 Bars/Month C435 Coefficient of Thermal Expansion of Concrete(CRD 39,AASHTO T336) S 940.00 Test C436 Compression Test(ASTM C495 and C472) $ 47.00 Test C437 Air Dry Density(ASTM C472) S 37.00 Test C438 Oven Dry Density(ASTM C495) S 63.DO Test C439 Sample Trimming in the lab,up 6"diameter $ 21.00 Test I� />ESCO AESCO P6996 Huntington Beach On-Call Materials Testing and Inspection Due 8-17-21 Concrete Block,ASTM C140 Code Item $/Unit Unit C412 Compression(3 Required Per ASTM) $ 63.00 Each C413 Absorption/Moisture Content/Oven Dry Density(3 Required per ASTM) $ 95.00 Each C414 UnearNolumetric Shrinkage(ASTM C426) $ 105.00 Test C415 Web and Face Shell Measurements $ 47.00 Test C416 Tension Test $ 179.00 Test C417 Core Compression $ 58.00 Test C418 Shear Test of Masonry Cores:2 Faces $ 95.00 Test C419 Efflorescence Test(3 Required),each $ 58.00 Test Laboratory Trial Batch:Cement,Concrete,Grout and Mortar Code Item $/Unit Unit L450 All trial batch for cement,concrete,grout,mortar,etc quote Each Brick Masonry Tests Code Item $/Unit Unit M500 Modulus of Rupture:Flexural(5 Required Per ASTM),each $ 58.00 Test M501 Compression Strength(3 Required Per ASTM),each $ 53.00 Test M502 Absorption:5 Hour or 24 Hour(5 Required),each $ S3.00 Test M503 Absorption(Boll):1,2,or 5 Hours(5 Required),each 5 84.00 Test M504 Initial Rate of Absorption(5 Required),each $ 42.00 Test M505 Efflorescence(5 Required),each $ 89.00 Test M506 Core:Compression,each $ 74.00 Test M507 Shear Test on Brick Core:2 Faces,each $ 95.00 Test Masonry Prisms Code Item $/Unit Unit M508 Compression Test:Composite Masonry Prisms Up To 8"x 16" 210 Test M509 Compression Test:Composite Masonry Prisms Larger Than 8"x 16" 305 Test M510 Masonry Cutting of Cubes or Prisms 74 Test Mortar and Grout Code Item $/Unit Unit M511 Compression:2"x4"Mortar Cylinders 47 Test M512 Compression:3"x 3'x 6"Grout Prisms,Includes Tramming 63 Test M513 Compression:2'Cubes(ASTM C309) 63 Test M514 Compression:Cores(ASTM C42) 63 Test M515 Mortar Expansion(ASTM C806) 315 Test Fireproofing Tests Code Item $/Unit Unit F550 Oven Dry Density 79 Test F551 Adhesion/Cohesions Testing,per hour,4 hour minimum 126 Test Gunite and Shotcrete Tests Code Item $/Unit Unit C420 Core Compression Including Trimming(ASTM C42) 63 Test C421 Compression 6"x 12"Cylinders 37 Test C422 Compression:Cubes 42 Test Soils and Aggregate Tests Code Item $/Unit Unit M c,EscO AESCO P6996 Huntington Beach On-Call Materials Testing and Inspection Due 8-17-21 5600 Atterberg Limits/Plasticity Index(ASTIVI D4318) S 14100 Test 5601 Chloride and Sulfate Content(CTM 417,CTM 422) $ 152.00 Test 5602 Consolidation,Full Cycle(ASTM 2435,CTM 219) $ 289.00 Test 5603 Cleanness Value: 1"x p4(CTM 227) $ 194.00 Test 5604 Cleanness Value:2.5"x 1.5"or 1.5"x.75"(CTM 227) $ 310.00 Test 5605 Corrosivity Series:Sulfate,Cl,pH(CTM 643 and 417) $ 210.00 Test 5606 Lab Resistivity $ 131.00 Test 5607 Direct Shear Test(ASTM D3080) $ 268.00 Test 5608 Direct Shear Test,per point $ 116.00 Test 5609 Direct Shear Test Sample Remolding(ASTM D3080) $ 47.00 Test 5610 Durability Index Fine Aggregate $ 168.00 Test 5611 Expansion Index(ASTM D4829,UBC 18-2) $ 163.00 Test 5612 Durability Index:Coarse Aggregate $ 168.00 Test 5613 Maximum Density:Methods A/B/C(ASTM D1557 or D698,CTM 216) $ 194.00 Test 5614 Maximum Density:Check Point abrasion(ASTM D3557) $ 79.00 Test 5615 Maximum Density:AASHTO C(Modified)(AASHTO T-180) $ 210.00 Test 5616 Moisture Density Rock Correction $ 168.00 Test 5617 Moisture Content(ASTM 02216,CTM 226) $ 26.00 Test 5618 Density:Ring Sample(ASTM 02937) $ 32.00 Test 5619 Density:Shelby Tube Sample(ASTM D2937) $ 58.00 Test 5620 Organic Impurities(ASTM C40) $ 100.00 Test 5621 Failing Head Permeability(ASTM 02434) $ 263.00 Test 5622 R-Value:Soil(ASTM 2844) $ 373.00 Test 5623 R-Value:Aggregate Base(ASTM D2844) 5 373.00 Test 5624 Sand Equivalent(ASTM D2419,CTM 217) $ 137.00 Test 5625 Soil Classification(ASTM D2487) $ 37.D0 Test 5626 Sieve#200 Wash Only(ASTM D1140) $ 100.00 Test 5627 Sieve with Hydrometer:Sand to Clay(ASTM D422) $ 305.00 Test 5628 Sieve Analysis including Wash(ASTM C136) $ 179.00 Test 5629 Sieve Analysis Without Wash $ 126.00 Test 5630 Specific Gravity and Absorption:Coarse(ASTM C127,CTM 202) $ 100.00 Test 5631 Specific Gravity and Absorption:Fine(ASTM C128,CTM 207) $ 168.00 Test 5632 Swell/Settlement Potential:One Dimensional(ASTM D4546) $ 173.00 Test 5633 Unit Weight Coarse Aggregate $ 84.00 Test 5634 Unit Weight Fine Aggregate $ 84.00 Test 5635 Voids in Aggregate(ASTM C29) $ 95.00 Test 5636 Unconfined Compression(ASTM D2166,CTM 221) S 105.00 Test 5637 LA Rattler $ 205.00 Test 5638 pH of soil $ 26.00 Test 5639 Pocket Penetration Test $ 11.00 Test Asphalt Concrete Tests Code Item $/Unit Unit A650 Asphalt Core Density $ 63.00 Test A651 Extraction%AC by Ignition Oven(CTM 382) $ 184.00 Test A652 Gradation on Extracted Asph(ASTM D6507 andD5444,CTM 202,and CTM 382) $ 105.00 Test A653 Moisture Content(CTM 370) $ 79.00 Test A654 Maximum Theoretical Specific Gravity(RICE)(ASTM D2041,CTM 309) $ 168.00 Test A655 Specific Gravity and Absorption:Coarse(ASTM C127,CTM 206) $ 95.0o Test A656 Specific Gravity and Absorption:Fine(ASTM C328,CTM 207) $ 168.00 Test A657 Sieve Analysis(ASTM D5444 and C136) $ 100.00 Test A658 Sieve Analysis with Wash(ASTM D5444) $ 147.00 Test A659 Sand Equivalent(ASTM D2419) $ 142.00 Test A660 5 Fit LTMD Bulk Specific Gravity(CTM 308,CTM 375) $ 299.00 Test A661 Flat and Elongated Particles(ASTM D4791) $ 221.00 Test A662 Fine Aggregate Angularity(AASHTO T304 A) $ 205.00 Test M ,aEsco AESCO P6996 Huntington Beach On-Call Materials Testing and Inspection Due 8-17-21 A663 Maximum Density HVEEM(ASTM D1560) S 221.00 Test A664 Maximum Density Marshall(ASTM D1559 and D5611 $ 221.00 Test A665 Mix Stability(CTM 304) $ 221.00 Test A668 Wet track Abrasion Loss(ASTM D3910),each $ 184.00 Test A669 Extraction%of Emulsion(ASTM D6307) $ 163.00 Test A670 Slurry seal field consistency test(ASTM D3930) $ 89.00 Test Reinforcing Steel Code Item $/Unit Unit R700 Bend Test: 1111 or Smaller $ 68.00 Test R701 Bend Test:Larger Than#11 $ 100.00 Test R702 Tensile Test: It 11 or Smaller $ 89.00 Test R703 Tensile Test: #14 $ 121.00 Test R704 Tensile Test: #18 $ 189.00 Test R705 Slippage Test In Addition to Tensile Test(Per Caltrans 52-1.08C) $ 200.00 Test R706 Tensile Test: Mechanical Splice#11 and Smaller $ 126.00 Test R707 Tensile Test: Mechanical Splice#14 $ 179.00 Test R708 Tensile Test: Mechanical Splice#18 $ 215.00 Test R709 Tensile Test: Welded It 11 and Smaller $ 89.00 Test R710 Tensile Test: Welded#14 $ 121.00 Test R711 Tensile Test: Welded#18 $ 199.00 Test R712 Sample Straightening for Bend or Tensile Test(if required) $ 63.00 Test R713 Testing Multi-Wire Steel Prestressing Strand $ 294.00 Test R714 Tensile Test:T-Head#11 and Smaller $ 158.00 Test R715 Tensile Test:T-Head#14 $ 210.00 Test R716 Tensile Test:T-Head#18 $ 268.00 Test R717 Tensile Test: Welded Hoops It 11 and Smaller $ 126.00 Test R718 Tensile Test: Welded Hoops Of 14 S 179.00 Test Metal Testing Code Item $/Unit Unit R714 Hardness Test(Rockwell)and Brinnel(ASTM E38) $ 79.00 Test R715 Hardness Test of Nuts $ 89.00 Test R716 Hardness Test of Bolts $ 105.00 Test R717 Hardness Test of Washers $ 89.00 Test Concrete Coring Services Code Item $/Unit Unit C423 Equipment Concrete(4 and 8 hour minimum) $ 210.00 Hour Individual Core Prices(all prices are for a four core minimum job): $ - C424 Slab on Grade Coring for 2",3"and 4"Diameter(first 6"depth)each $ 74.00 Test C425 Slab on Grade Coring for 6"and 8"Diameter(first 6"depth)each $ 79.00 Test C426 Slab on Grade Concrete Core(price per inch after 6"depth) $ 11.00 Test C427 Wall Cores 2",3"and 4"(first 6"in depth)each $ 89.00 Test C428 Wall Concrete Core(price per inch after 6"in depth),per inch (Wall core pries based on Contractor supplying access to area to be cored) $ 11.00 Inch Miscellaneous Concrete Coring Prices: $ - C429 Patching Slab on Grade Cored Holes with 2500 psi Concrete Patch,each $ 21.00 Test C430 Thickness Determination per ASTM C42,each S 21.00 Test C431 Compression Strength Determination $ 68.00 Test Asphalt Concrete Coring Services Code Item $/Unit Unit AESCO AESCO P6996 Huntington Beach On-Call Materials Testing and Inspection Due 8-17-21 Alternate Individual Core Prices(all prices are for a la„r Lose m.inmo:n JIU, A661 Asphaltic Concrete Cores 2",3"and 4"Diameter(First 6"in depth).each 5 74.00 Test A662 Asphaltic Concrete Cores 6"and 8"Diameter(First 6"in depth(,each 5 74.00 Test A663 Asphaltic Concrete Cores price per inch after 6"in depth,each 5 11.00 Test Miscellaneous Asphaltic Coring Prices: A664 Patching of Core Drilled Holes Using Cold Patch Material,each 5 32.00 Test A665 Thickness Determination per ASTM C42,each 5 37.00 Test A666 Specific Gravity for Determination of Percent Compaction per ASTM D 2726,each 5 47.D0 Test A667 Specific Gravity for Determination of Percent Compaction by Paraffin,each $ 68.00 Test Environmental Tests Code Item $/Unit Unit N800 Asbestos Polarized Light Microscopy(PLM)3-Day Turnaround,each 5 21,00 Test N801 Asbestos Polarized Light Microscopy(PLM)24-Hour Turnaround,each 5 4200. Test N802 Asbestos Polarized Light Microscopy(PLM)8 Hour Turnaround,each 5 74.00 ., FORESIGHT ENGINEERING, Inc. -< Civil Engineering and Land Surveying 2021 PREVAILING WAGES FEE SCHEDULE (The following fees are effective through December 31, 2021) Principal Land Surveyor $ 200.00/hour CAD Draftsman/ Technical support $120.00/hour 2-man survey crew $300.00/hour 1-man survey crew $230.00/hour Prints 24" x 36" $3.00 each Prints 30" x 42" $5.00 each Reimbursables Cost + 10% Field trips are subject to 4-hour onsite minimum charge, plus travel time to and from the site. Rate for survey crew includes Leica Robotics instrument and survey truck. Overtime is 1 .50 times the hourly rate. Rates are subject to review on 12/31/2021 . Current rates will be honored for the duration of contract. Nader J. Qoborsi RE, P.L.S. 17621 Irvine Blvd, Suite 210, Tustin, CA 92780 Tel. (714) 542 1214 ' Fax (714) 542 0117 cad CERTIFICATE OF LIABILITY INSURANCE 6/0/2021or Y' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERIS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be undorsod. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,cortaln policies may require an endorsement. A statement on this certificate does not confor rights to the certificate holder In Ilou of such ontl rsomonls. PRODUCER CONTACT LAURIE BRENNAN HAUCK PHONE 714 965-4701 FAX 7026296701 112 A Argus Lane #465 E� I renco ao .com Mooresville, NC 28117 INSURe S AFFORDING COVEJUf,E NAICE OC98533 INSUgEHA. Trumbull Insuranace INSURED Assoc, Inc. INSURERS, Burlington Insurance Company 17782 Georgetown Lane .Houston Casualty Company INSURER D:Sentinel Ins. Co Huntington Beach, Ca 92647 714 375-3830 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS 10 CFHIIFY THAT THE PCAILTES OF INSURANCE USTEO 8uOW NAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE PIXICY PERIOD INDICATED. NOTKITHSTARDNG ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY GE ISSUEO OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE I'OLIGIES DE8CRIBED HEREIN 6 SUBJECT TO ALL THE TERMS. EXCURSIONS ANO CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAID CLAIMS. 59 LIR TYPF.OF INSURANCE II&K LIMITS X COMMERCIAL GENERAL LASNITV EACH OC yIiCN 2 OO CLAIMS.MADE El OCCURP -N a 100,000, LIED EXJ` An one vnon 5000 R g 154BG03392-01 6/24/2021 6/24/2022 PERSONAL aAOVINJURY s2 DOD 000.O PlR AGGRF.MTE LIppNoITAPHIES PER: GENERAL AOGRF.GATE f 2,000,000. POLKYOJECT �LOC PRODUCTS m COMI`IOPAOO s2,000,000, OTHER AUTOMOBILEDAGAUTY , IA' 'EMIT ! , 000 X ANYAVTO SOoLYINJVRY(PeIPNeCe) f ALIYZEO SCHEDULED 72UECTQ7770 7/7/20257/7/2022 BODLY INJURY(P.1.,W.M) f A AUTOS AUTOS X NON-OWNED P A f X HIRED AUTOS % AUTOS f UMBRELU LAB OCCUR EACH OCCURRENCE f EXCESS LAB CLAIMS MADE AGGREUIS f WORRE.RSCOYPENSATION T AND EMPLOYERS'DABRITY 4/11/2021 /11/2022 1,000,000 ANY PRGPRIET.0%`cT=W.1 ECVIIve NIA 72WECKU6780 EL EACH ACCIDENT D eiPICENNEMBER EXCIIIOEoi IMen4elery In NT1) E 1-DISEASE EA EA0.0VEE ! r e r.,4esnpe u„4a, 1,000,0D0 e P C Professional Liab. HCC 2124429 4TAaenml vs,n012 $2 ,000,000. Claim/Aggro DESCRIP110N OF OPERATIONS ILOCA110NS J VEKCLES (ACORO tei,A4OA'mel RvmvM1e SrfeeJe,mry b a'IxNad4 move apace Ie,pPVval Certificate holder is named as an additional insured. APPROVED AS TO FORM By:� MICHAEL E. GATES CITY ATTORNEY CITY OF HUNTINGTON OEACH r.FRTIFIr.ATF HOLDER CANCELLATION City of Huntington Beach Department of Public works THE EXPIRATION THE ABOVET EREO . NOTICE IL HE DEED BEFORE p THE EX%HAl10N DATE THERC-0F, NOTICE MAIL HE DELIVERED W 2000 Main Street ACCORDANCE.MTN THE POLICY PROVISIONS. Huntington Beach, Ca 92648 RILED REPRES TATIVE WOL- 1988-2013 ACORD CORPORATION.NI rights reserved. ACORD 25(2013104) The ACORD name and logo are registered marks of ACORD City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ wtiN,%v.huntingtonbeachca.gov `B Office of the City Clerk ' Robin Estanislau, City Clerk January 10, 2022 AESCO, Inc. Attn: Kay Alabed 17782 Georgetown Lane Huntington Beach, CA 92647 Dear Ms. Alabed Enclosed is a fully executed copy of the "Professional Services Contract between the City of Huntington Beach and AESCO, Inc. for On Call Material Testing and Engineering Services" approved by the Huntington Beach City Council on December 21, 2021. Sincerely, Robin Estanislau, CMC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: On-Call Construction Management Services SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital Improvement Program projects. VENDOR: AESCO, Inc. OVERALL RANKING: 1 out of 25 SUBJECT MATTER EXPERTS/RATERS: 1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant 1. MINIMUM QUALIFICATIONS REVIEW Written Proposal Score: Avg. of 67 out of 70 over 3 Raters listed above Vendor#1 — Minimum Qualifications Review Total Weighted Maximum Criteria Score Score Proposal Criteria 67 70 Reference Check 10 10 Interview 15 15 Local Preference Check 5 5 Total 97 100 11. DUE DILIGENCE REVIEW • The city is familiar with AESCO because of their past work history with the city projects. AESCO—Summary of Review • AESCO has worked with the City of Huntington Beach on past projects and has performed satisfactory work. PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: On-Call Construction Management Services SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital Improvement Program projects. VENDOR: Leighton Consulting, Inc. OVERALL RANKING: 2 (Tied) out of 25 SUBJECT MATTER EXPERTS/RATERS: 1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant I. MINIMUM QUALIFICATIONS REVIEW Written Proposal Score: Avg. of 57 out of 70 over 3 Raters listed above Vendor#2—Minimum Qualifications Review Total Weighted Maximum Criteria Score Score Proposal Criteria 57 70 Reference Check 10 10 Interview 15 15 Local Preference Check 0 5 Total 82 100 II. DUE DILIGENCE REVIEW • The city is familiar with Leighton Consulting because of their past work history with the city projects. Leighton Consulting—Summary of Review • Leighton Consulting has worked with the City of Huntington Beach on past projects and has performed satisfactory work. PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: On-Call Construction Management Services SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital Improvement Program projects. VENDOR: Ninyo & Moore, Inc. OVERALL RANKING: 2 (Tied) out of 25 SUBJECT MATTER EXPERTS/RATERS: 1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant I. MINIMUM QUALIFICATIONS REVIEW Written Proposal Score: Avg. of 57 out of 70 over 3 Raters listed above Vendor#3—Minimum Qualifications Review Total Weighted Maximum Criteria Score Score Proposal Criteria 57 70 Reference Check 10 10 Interview 15 15 Local Preference Check 0 5 Total 82 100 II. DUE DILIGENCE REVIEW Ninyo & Moore was picked because of the success in interview and past work history with similar scope projects. Very well supported firm with a variety of abilities in materials and inspection support. Ninyo & Moore—Summary of Review • Ninyo & Moore has worked successfully with similar scope of projects similar to the City of Huntington Beach. PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: On-Call Construction Management Services SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital Improvement Program projects. VENDOR: Twining, Inc. OVERALL RANKING: 2 (Tied) out of 25 SUBJECT MATTER EXPERTSIRATERS: 1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant I. MINIMUM QUALIFICATIONS REVIEW Written Proposal Score: Avg. of 57 out of 70 over 3 Raters listed above Vendor#4—Minimum Qualifications Review Total Weighted Maximum Criteria Score Score Proposal Criteria 57 70 Reference Check 10 10 Interview 15 15 Local Preference Check 0 5 Total 82 100 ll. DUE DILIGENCE REVIEW The city is familiar with Twining because of their past work history with the city projects. Twining—Summary of Review Twining has worked with the City of Huntington Beach on past projects and has performed satisfactory work. PROFESSIONAL SERVICE AWARD ANALYSIS SERVICE: On-Call Construction Management Services SERVICE DESCRIPTION: Construction and inspection support for City's annual Capital Improvement Program projects. VENDOR: GMU Geotechnical, Inc., Inc. OVERALL RANKING: 5 out of 25 SUBJECT MATTER EXPERTS/RATERS: 1. Senior Civil Engineer 2. Senior Civil Engineer 3. Civil Engineering Assistant I. MINIMUM QUALIFICATIONS REVIEW Written Proposal Score: Avg. of 57 out of 70 over 3 Raters listed above Vendor#5—Minimum Qualifications Review Total Weighted Maximum Criteria Score Score Proposal Criteria 57 70 Reference Check 10 10 Interview 12 15 Local Preference Check 0 5 Total 79 100 ll. DUE DILIGENCE REVIEW GMU Geotechnical, Inc. was picked because of the success in interview and past work history with similar scope projects, especially in street related work. GMU Geotechnical, Inc.—Summary of Review • GMU Geotechnical, Inc. has worked successfully with similar scope of projects similar to the City of Huntington Beach.