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 TestingandEngineeringServices; 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 agreedby CITY andCONSULTANT asfollows:
I. SCOPE OF SERVICES
CONSULTANT shall provide all servicesas describedin 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 designatesKay Alabed., who shall representit 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 performanceof this Agreement.
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3. TERM; TIME OF PERFORMANCE
Time is of the essenceof this Agreement. The services of CONSULTANT are to I
commence on December 21 20 21 ( the " Commencement Date"). This Agreement shallautomaticallyterminatethree (3) yearsfrom the CommencementDate, unlessextendedor soonerterminatedasprovidedherein. All tasksspecifiedin Exhibit " A" shallbecompletedno laterthan (3) threeyearsfromtheCommencementDate. Thetimeforperformanceof thetasks identified in Exhibit " A" are generally to be shown in Exhibit " A." This schedule may be amendedto benefit the PROJECTif mutually agreedto in writing by CITY andCONSULTANT.
In the event the CommencementDateprecedesthe Effective Date, CONSULTANT shall beboundby all termsandconditionsasprovidedherein.
4. COMPENSATION
In considerationof theperformanceof theservicesdescribedherein, CITY agreesto payCONSULTANTonatimeandmaterialsbasisattheratesspecifiedin Exhibit "B," whichis attachedheretoandincorporatedby referenceinto this Agreement, a fee, includingall costsand expenses, not to exceedSix HundredThousandDollars ($600,000.00).
5. EXTRA WORK
In the event CITY requires additional services not included in Exhibit " A" or changesin the scopeof servicesdescribedin Exhibit " A," CONSULTANT will undertakesuch workonlyafterreceivingwrittenauthorizationfromCITY. Additionalcompensationforsuchextra workshallbeallowedonlyif thepriorwrittenapprovalof CITY isobtained.
6. METHOD OF PAYMENT
CONSULTANTshallbepaidpursuantto thetermsof Exhibit " B." 21- 10613270338 2 of 11
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7. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONSULTANT agreesthat title to all materials prepared hereunder, including, without limitation, all original drawings, designs, reports, both field and office notices, calculations, computercode, language, dataor programs, maps, memoranda, letters and other documents, shall belong to CITY, and CONSULTANT shall turn thesematerialsover 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 seesfit.
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 andagainstanyandall claims, damages, losses, expenses, judgments, demandsanddefensecosts including, withoutlimitation, costsandfeesof litigationofeverynatureorliabilityof anykindor nature) arisingoutof or in connectionwith CONSULTANT's (or CONSULTANT's subcontractors, if any) negligent (or allegednegligent) performanceof thisAgreementor its failureto complywith any of its obligationscontainedin this Agreementby CONSULTANT, its officers, agentsor employees except such loss or damage which was causedby the sole negligence or willful misconduct of CITY. CONSULTANT will conduct all defenseat its sole cost and expenseand CITY shall approve selection of CONSULTANT s counsel. This indemnity shall apply to all claimsandliability regardlessof whetheranyinsurancepoliciesareapplicable. Thepolicy limits do not act as limitation upon the amount of indemnification to be provided by CONSULTANT.
B. To the extent that CONSULTANT performs "Design ProfessionalServices" within themeaningofCivil CodeSection2782.8, thenthefollowingHoldHarmlessprovisionappliesin place of subsection A above:
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CONSULTANT hereby agreesto protect, defend, indemnify and hold harmless CITY and its officers, elected or appointed officials, employees, agents and volunteers, from and againstany and all claims, damages, losses, expenses, demandsand defensecosts (including, without limitation, costsand feesof litigation of every natureor 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, notwithstandingthe previoussentence, in the eventoneor moreotherdefendantsto the claims and/or litigationis unableto payits shareof defensecostsdueto bankruptcyor dissolutionof the business, CONSULTANT shall meetandconfer with CITY andother defendantsregardingunpaid defensecosts. The duty to indemnify, includingtheduty andthe costto defend, is limited as providedin CaliforniaCivil CodeSection2782.8.
C. Regardlessof whether subparagraphA or B applies, CITY shall be reimbursedby CONSULTANT for all costsand attorney's fees incurred by CITY in enforcing this obligation.
This indemnityshallapplyto all claimsandliability regardlessof whetheranyinsurancepolicies areapplicable. Thepolicylimitsdonotactasalimitationupontheamountofindemnificationtobe providedby CONSULTANT.
9. PROFESSIONAL LIABILITY INSURANCE
CONSULTANT shall obtain and furnish to CITY a professional liability insurance policycoveringtheworkperformedby it hereunder. Thispolicyshallprovidecoveragefor CONSULTANT's professionalliability in an amount not less than One Million Dollars 1,000,000.00) peroccurrenceandin theaggregate. Theabove-mentionedinsuranceshallnot contain a self-insuredretentionwithout the expresswritten consentof CITY; howeveran insurance 21- 10613/ 270339 4 of 11
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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 precedesthe initiation of the scope of work (including subsequentpolicies purchasedas 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 insuranceduring the requiredextendedperiodof coveragefollowingPROJECTcompletion. If insuranceis terminated for anyreason, CONSULTANTagreesto purchaseanextendedreportingprovisionof at leasttwo 2) yearstoreportclaimsarisingfromworkperformedin connectionwith thisAgreement.
If CONSULTANT fails or refusesto produceor maintain the insurancerequiredby this section or fails or refuses to furnish the CITY with required proof that insurance has been procuredandis in forceandpaidfor, theCITYshallhavetheright, attheCITY's election, to forthwith terminate this Agreement. Such termination shall not effect Consultant' s right to be paid for its time andmaterialsexpendedprior to notification of termination. CONSULTANT waives the right to receive compensationand agreesto indemnify the CITY for any work performedprior to approval of insurance by the CITY.
10. CERTIFICATE OF INSURANCE
Prior to commencingperformanceof the work hereunder, CONSULTANTshall furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the foregoinginsurancecoverageasrequiredby thisAgreement; thecertificateshall:
A. provide the nameandpolicy numberof eachcarrierandpolicy; B. state that the policy is currently in force; and 21- 106131270338 5 of 11
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C. shall promisethat suchpolicy shall not be suspended, voided or canceledby either party, reducedin coverageor 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 requirementfor carrying the foregoing insurancecoverageshall not derogate from CONSULTANT' s defense, hold harmlessand 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 copyof the policy of insurance. CONSULTANTshallpay, in a promptandtimely manner, the premiumsontheinsurancehereinaboverequired.
11. INDEPENDENT CONTRACTOR
CONSULTANT is, and shall be, acting at all times in the performanceof this Agreementasan independentcontractorhereinandnot asan employeeof CITY. CONSULTANT shall secureat its own costand expense, and be responsiblefor any and all paymentof all taxes, socialsecurity, statedisability insurancecompensation, unemploymentcompensationandother payrolldeductionsfor CONSULTANTanditsofficers, agentsandemployeesandall business licenses, if any, in connectionwith thePROJECTand/ortheservicesto beperformedhereunder.
12. TERMINATION OF AGREEMENT
All work requiredhereundershallbe performedin a goodandworkmanlike manner.
CITY mayterminateCONSULTANT's serviceshereunderat anytime with or withoutcause, and whetheror notthePROJECTis fully complete. Any terminationof thisAgreementby CITY shall bemadein writing, noticeof whichshallbedeliveredto CONSULTANTasprovidedherein. Inthe 21- 10613270338 6 of 11
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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 expresswritten consentof CITY. If anassignment, delegationor subcontractis 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 patentor copyright on any work, item or material producedasa resultof this Agreement.
15. CITY EMPLOYEES AND OFFICIALS
CONSULTANT- shall employ no CITY official nor any regular CITY employeein thework performedpursuantto thisAgreement. No officer or employeeof CITY shallhaveany financial interest in this Agreement in violation of the applicable provisions of the California Government Code.
16. NOTICES
Any notices, certificates, orothercommunicationshereundershallbegiveneitherby personaldeliverytoCONSULTANT'sagent (asdesignatedin Section1hereinabove) ortoCITYas the situation shall warrant, or by enclosing the same in a sealedenvelope, postageprepaid, and depositingthesamein theUnitedStatesPostalService, to theaddressesspecifiedbelow. CITY and CONSULTANT may designatedifferent addressesto which subsequentnotices, certificates or other communicationswill be sent by notifying the other party via personaldelivery, a reputable overnight carrier or U. S. certified mail- retum receipt requested:
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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 languagein this Agreementshall bevalid unlessin writing andduly executedby both parties.
19. SECTION HEADINGS
The titles, captions, section, paragraphand subjectheadings, anddescriptivephrases atthebeginningof thevarioussectionsin thisAgreementaremerelydescriptiveandareincluded solelyfor convenienceof referenceonlyandarenotrepresentativeof mattersincludedor excluded from suchprovisions, anddo not interpret, define, limit or describe, or construethe intentof the partiesoraffecttheconstructionor interpretationof anyprovisionof thisAgreement.
20. INTERPRETATION OF THIS AGREEMENT
The languageof all parts of this Agreement shall in all casesbe construedas a whole, accordingto its fair meaning, andnot strictly for or againstany of the parties. If any provisionof thisAgreementis heldby an arbitratoror courtof competentjurisdictionto be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenantsandprovisionsof thisAgreement. No covenantor provisionshallbedeemeddependent uponanyotherunlessso expresslyprovidedhere. As usedin this Agreement, the masculineor 21- 10613270738 8 of 11
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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 executionand delivery, be deemedanoriginal. Eachduplicateoriginal 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 Statesand 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 Section309, the City Attomey is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expensesincurred by CONSULTANT.
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24. ATTORNEY' S FEES
In the event suit is brought by either party to construe, interpret and/or enforce the termsand/or provisions of this Agreementor to securethe performancehereof, eachparty shall bear its own attorney's fees, suchthat 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 Agreementshall be governedandconstruedin accordancewith 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 respectivepartiesto eachof the terms of this Agreement, andshall indemnify CITY fully for any injuries or damagesto CITY in the eventthat suchauthority or poweris not, in fact, held by thesignatoryor is withdrawn.
28. ENTIRETY
ThepartiesacknowledgeandagreethattheyareenteringintothisAgreementfreely andvoluntarily following extensivearm's length negotiation, andthat eachhashadthe opportunity to consultwith legal counselprior to executingthis Agreement. The partiesalso acknowledgeand agreethat no representations, inducements, promises, agreementsor warranties, oral or otherwise, havebeenmadeby that party or anyoneacting on thatparty's behalf, which arenot embodiedin this Agreement, and that that party has not executedthis Agreementin relianceon any representation, inducement, promise, agreement, warranty, fact or circumstancenot expresslyset forth in this 21- 10613270338 10 of 11
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Agreement. This Agreement, and the attached exhibits, contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersedeall 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 partiesheretohavecausedthis Agreementto beexecutedby 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: ( circleone)Secretary/ChiefFinancialOfficer/Asst.
Secretary- Tres_ surcr
Director o
IE PROVED:
City Manager
APPROVED
City Attorney ill
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EXHIBIT " A"
A. STATFMF-. NT OF WORK: ( Narrative of work to be performed) CONSULTANT shallprovideconsultingservicesonan "as-needed" basisfor projectsto be determinedduringthetermof theagreement. Duringthetermof theagreement, CITY mayelectto solicit proposalsfrom CONSULTANT. CITY shall issuetaskorderfor eachprojectbaseduponthe scopeof services, work schedule, andfeeproposalsubmittedto CITY for its reviewandapproval.
13. CONSULTANT' S DUTIES AND RESPONSIBILITIES:
CONSULTAN" f' S duties and responsibilities shall be per CONSULTANT' S Statementof Qualification (Exhibit A). consistentwith theCity of f-luntingtonBeachRequestfor Qualifications for OnCall MaterialsTestingandEneineeringConsultingServices. Uponaward. andthecontract period. theCONSULTANTcanchoosetoassigndifferentpersonneltotheproject. CONSULTANT mustsubmitthenamesandqualificationsofthese staffto CITY for approvalbeforecommencing work.
C. CITY' S DUTIFS AND RESPONSIBILITIES:
I. Furnish scope of work request for each project.
2. Furnishconstructionplansandspecificationsto theCONSULTANT D. WORK PROGRAM/ PROJECT SCHEDULE:
A projectschedulewill bedevelopedforeachprojectassignedbyCITY.
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 RFPwhile visiting theCity in regardto anotherproject. AESCO is known for providing personalized service and rapid deployment to the City of Huntington Beach for the past 18 years. The project consistsof providing consulting serviceon an "on-call" basisfor 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
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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 representthe company during any negotiations.
If you need further assistance regarding this matter, please give feel free to call either myself or Ms. DebraPerez. We look forward to hearingfrom 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
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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
9Environmental and Geotechnical Engineering Services
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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 ISyour 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, y011must 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) Consultantiswilling to executetheAgreementasdrafted(SeeAppendixB).
X (Initial)Consultantisabletoprovidetheinsuranceasrequired(SeeAppendixQ.
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 mannerandproviding excellent serviceto the City. AESCO provides a budgetto the City for eachproject prior to the startof work. Projectshave 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
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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 landsurveyingthroughoutCalifornia 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
RebarInspectionandTesting
NDT Testing and Inspection
AESCO provides full grading inspection servicesduring construction. Our inspectorsare capableof performing field inspectionand testingof 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 BeachProjects, eachteam memberis 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
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Il oo Statement of Qualificatiom
AESCO Proposal No. P6996
compliance. AESCO generatesthousandsof material testing reportsfor 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.
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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
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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, oneregisteredcivil engineerandoneregisteredengineeringgeologist. Resumesareprovided 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
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AESC O Proposal No. P6996
Moisture Content
Cleanness
Durability
Compressive Strength
Flexural Strength
Flexural Strength- PCC
Sampling FreshConcrete
AASHTO:
Sieve. Analysis Fine
Sieve Analysis- Coarse and Fine
Reducing Samples of HMA
ReducingSamplesof 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 InspectorConcrete ICC Structural Masonry Certified Inspector
ICC Reinforced Concrete Certified Inspector
ACI Certified, ConcreteField Testing Technician
Certified Radiation SafetyandNuclear GageOperator
CaltransCertificate of Proficiency for: Air Content, Freshly Mixed Concrete,
Pressure,Density of FreshConcrete,Flexural Strengthof PCC Fabrication only),
Ball Penetrationin Fresh PortlagdCementConcrete.Sampling Freshly Mixed
Concrete.PCCCylinder Fabrication,Slump of FreshPortlandCement Concrete,
Temperatureof Freshly Mixed PortlandCementConcrete
TWIC Card
Christopher 1. Inspector CoastlineCommunity College, OrangeCoastCollege, OrangeCounty 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 andGrade11.Transportation Radiation Safety andUse of Nuclear Gage
Competent Person Training
Post-Tensioning Institute in UnbondedTendons
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
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ono Statement of Qualifications
AESCO Proposal No. P6996
ICC SprayAllied Fireproofing
ICC Welding( S2)
ICC Structural Welding& Bolting( S1)
ACI Certification
Non- destructive testing
LADBS City of Los Angeles RegisteredSteelInspector( 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 andAnalysis 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 SafetyCourse
ICC Reinforced Special Inspector
ICC Prestressed Concrete Special Inspector
ACI Concrete Field Testing Technician Grade I
ACI AggregateTesting Technician—Level 1
ACI ConcreteLaboratory Testing Technician— Level 1ACI Concrete Testing Technician— Level 2
Cal Trans Quality Control ManagerCalifornia TestMethods:
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 StateUniversity San Bernardino
Certified Nuclear Gauge Operator
American Concrete Institute Field Technician Grade 1
Caltrans Certifications: CA 125AGG, CA I25PCC, CA 216, CA 231 Operating EngineersLocal 126000 Hour
Apprenticeship Program— Stateof CA Certified
Public Works Inspection Coursework 15 Units Rancho Santiago Colleke Daniel Inspector ACI— Field Technician;
Jimenez, Jr. ICC ReinforcedConcrete, StructuralWelding, 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
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statement of C21111ific72tiom
AESCO Proposal No. P6996
Array Level II, SanDiego 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
RiversideCommunity College
AWS Welding Inspector
City of Long BeachStructural Steeland Welding
County of Los Angeles Structural SteelandConcrete
ICC Master of Structural Inspection
ICC Structural Steel and Concrete
ICC Structural Welding
ICC StructuralSteelandBolting
ICC Spray-Applied Fireproofing
CWI Welding
City of Los Angeles Welding
Tariq Laboratory B.S.,Geology
Abdullah tanager CaltransCertificate 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, StabilometerValue, 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
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AESCO has been performing materials testing, construction inspection, geotechnical Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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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, geotechnicaland environmentalengineeringfor projectsranging from streetrehabilitation to lift stationsand new structures. AESCO's location within the City makesAESCO 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 11Phone: (714) 560-5446 1E-mail: Rhashem(docta. net Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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ALWO Prop. n. No. P69%
On- Call A& E Construction Testing and Inspection
ServiceslCo 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; observeand document formwork construction; observeand documentplacementof reinforcing steel; slump, temperature, and air entrainment tests of fresh concrete; cast, cure and test concrete cylinders for compressive strength; observationof post tensionedconcrete; gammaand 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 constructionAESCO 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 monitoredthe dewateringsystemandshoringof the receivingandsendingpits.
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)[email protected]¢ Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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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, sidewalksand 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 haseand 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
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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 eachproject 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 techniciansanddeputy inspectorswith extensivepublic facility, utility and roadwaysite 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 betransportedfrom the project siteto the laboratoryfor testingasrequired.
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
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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 testor inspectiondeficiencies, suchas; failing compaction, concretenot 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, techniciansare requiredto enter confined spacesto perform work and will have completed confined spacetraining andhaveproof of training uponarrival to do confined spacework.
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 hasa practiceof obtaining advanceapproval from clients prior to initiating any work which will add costs to the originally approved budget.
Construction Material Testing/ Inspection
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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 managerand quality control engineer, eachof 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
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AwOo Statement of Qualifications
AESCO P oposat No. P6996
maintain the curing temperatureof the concreteas concreteplacementwas performedduring 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 experiencedany bankruptcy, pending litigation, office closure, nor hasany impendingmergerin the nearfuture. 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
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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
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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. AESCOalso 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 CHIDfor 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
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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 Sumbaparking 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. AESCOreviewed 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
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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 QualityControlDirector. Mr. ScharlinwastheSeniorQualityControli CivilEngineer,Stateof Director aorfor 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
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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
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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,
over40yearsof experiencein civilengineering. Primaryresponsibilitiesi Univemiti-of/Ilinois, include daily administration, record keeping, cost and schedule control, ; Champaign- t rhana, progressreporting, andworkingcloselywith theclientto ensurethat 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 accordancewith Caltransprocedures 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
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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
9Environmental and Geotechnical Engineering services
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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
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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 naturalgaspipelinesand steamgeneratingfacilitiesfor 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
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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. AESCOmonitored 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 Cityof Huntington Beach. The project consistedof the replacementof 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
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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 TestingTechnician 'AC1 Certified. , Concrete
Warner Avenue GravitySewer Lift Station C, Huntington Beachg 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 15feet by 10feet in plan dimension, a 60 kW outdoor generator, I SafenandAuclear 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. es eea 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. AESCOhas 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
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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 , operationsandaudits, hasimplementednewlaboratorytestingincludingi CivilEngineering 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 AggSample 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
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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 isouthbound 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
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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 ICCSprayAllied 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.
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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.
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Environmental and Geotechnical Engineering Services
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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
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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.
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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. Responsibilitiesincluded ensuringthat 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, MSEwalls, bridge abutments, tieback/ soil nail walls, approach slabs, retaining walls, barrier slabs, barrier walls, MBGR, massgrading, 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. Faulstickwas 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.
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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
5Specific 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 adeade1
center taxiway, Runway 7R- 25L The AChnician-L - el Ingy 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 540.556and. 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
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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 OCTAand Caltrans. Thewidening project includesconstruction of new laneson 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
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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
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AESCO Proposal No. P6996
Daniel Jimenez, Jr.
Lead Inspector
Certifications:
Mr. Jimenez is a special inspector with the ability to coordinate multiple tasks FildTecaC!- 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
undergroundpipereplacementson the IrvineCampus. Thepipeinstallation i ConfinedSpaces 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
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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 gP 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 InspectionoperativeRegional 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
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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
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AFSCO Proposal No. P6996
APPENDIX B
Certifications
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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ACI CONCRETE FIELD TESTING TECHNICIAN - GRADE I
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Govan. Mikhail P. nsheim CA Structural MasonrySpecialInspector( expires04119M22) Reinforced Concrete Spend Impectn( empires 06119y2071)
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Certified undn this name City State Certificates
Darryl FauFuck Costa Mesa CA prestressed Concrete Special Inspector( expres 06R2IM20) Renforced Concrete Special Inspects( expm 06r22R020)
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APPENDIX C
Additional References
Construction Material Testing/ Inspection
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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)
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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
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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
SewerLining Project2021
Humboldt Lift Station
Banning Storm Water Lift Station
Gothard Street Helipad
Construction Material Testing/ Inspection
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AESCO Proposal No. P69%
APPENDIX E
Letters of Recommendation
Construction Material Testing/ Inspection r
Environmental and Geotechnical Engineering Services
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Los Angeles Unified School District
V ° Facilities Services Division101
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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 newconstruction and modernization projects. They have provided soils andgeotechnical engineering reports and pavementdesign for almost every campus within the District.
In addition, they haveprovided material testing and inspection services both in- state and out-of state whennecessary Timely reporting andaccurate documentation of their work is one of their strengths.
We feel comfortable in recommendingAdamChamaaand AESCOfor 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
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Project Execution Department
213) 241- 4702
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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
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EXPERIENCE/ PERFORMANCE
FORM V1. 0
QUESTIONNAIRE
RFPNO. P
PageageI 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 1605 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`: -
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
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.) 1haveknown 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._ Experiencedin public works anddocumentrequirements._
To PassCOnsultant/Subconsultant/Other Entity mustreceivepassingmarksor a N/A in twelve 12)out of thesixteen( 16) questions,ata minimum, for this referenceonly.
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
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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
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3 kF-Z S v ) 7 S , a e, b- g e(. 1NGcwCc, o v A - 40 How can AESCO improve''
T
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Signature:
Construction Material Testi g/ Inspection Environmental • GeotechnicalEngineeringServices 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. AESCOhas 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
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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
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 regularrapidset and
X
QUESTIONNAIRE
EXPERIENCE/ PERFORMANCE
FORM V7. 0
RFP No. PS46817
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 Iin
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
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 PassConsuhant/ 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 mayberequiredto be submittedto CITY to demonstrateprogress 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 accordancewith the provisions of this Agreement: and
1 ) For all payments include an estimateof the percentageof 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 performanceset forth in Exhibit " A" mayat the option of CITY be suspendeduntil the partiesagreethat pastperformanceby CONSULTANT is in. or hasbeenbrought into compliance, or until this Agreement has expired or is terminated as provided herein.
1 Exhibit 13
5. Any billings for extrawork or additionalservicesauthorizedin advanceandin writing byCITY shallbeinvoicedseparatelyto CITY. Suchinvoiceshallcontainall 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 performedis in accordancewiththeextraworkor additionalservicesrequested, andif 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 concerningpaymentof suchan invoiceshallbetreatedasseparateandapartfrom the ongoingperformanceof theremainderof thisAgreement.
Exhibit 13
EXHIBIT B
Orange County San Bernardino County
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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 assistanceregarding this matter, pleasegive feel free to call either myself or Ms.
Debra Perez. We look forward to hearing from you.
Very ly yours,
AE CO, Efc
dateChamaa, G. E. Dce? raaPerei.
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 CERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATEHOLDER. 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 CONTRACTBETWEEN 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 SUBROGATIONIS WAIVED, subject to the termsandconditions of the policy,cortaln policies mayrequire an endorsement. A statementon this certificatedoesnot conforrightsto 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
INSURERD: Sentinel Ins. Co
Huntington Beach, Ca 92647
714 375- 3830 INSURER F
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THISIS 10 CFHIIFY THAT THEPCAILTESOF INSURANCEUSTEO8uOW NAVEBEENISSUEDTO THE INSUREDNAMEDABOVEFOR THE PIXICY PERIOD INDICATED. NOTKITHSTARDNGANY REQUIREMENT,TERMOR CONDITIONOF ANYCONTRACTOR OTHERDOCUMENTWITHRESPECTTO WHICHTHIS CERTIFICATEMAYGEISSUEOOR MAYPERTAIN,THEINSURANCEAFFORDEDBYTHEI'OLIGIESDE8CRIBEDHEREIN6 SUBJECTTOALLTHETERMS.
EXCURSIONSANO CONDITIONSOFSUCHPOLICIES.LIMITSSHOWNMAYHAVEBEENREDUCEDBYPAIDCLAIMS. 59LIR TYPF. OF INSURANCE II& K
LIMITS
X COMMERCIAL GENERAL LASNITV EACH OC yIiCN 2 OO
CLAIMS. MADE El OCCURP -
N a 100, 000,
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DESCRIP110NOFOPERATIONSILOCA110NSJVEKCLES (ACOROtei, A4OA'mel RvmvM1eSrfeeJe, mryb a'IxNad4 moveapaceIe,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 THEEXPIRATIONTHEABOVETEREO . NOTICEIL HEDEEDBEFOREp 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 ProposalScore: Avg. of 67 out of 70 over 3 Raterslistedabove 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
ThecityisfamiliarwithAESCObecauseof theirpastworkhistorywiththecity 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
ThecityisfamiliarwithLeightonConsultingbecauseoftheirpastworkhistory with the city projects.
Leighton Consulting— Summary of Review
LeightonConsultinghas workedwith 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. SeniorCivilEngineer2. SeniorCivilEngineer3. CivilEngineeringAssistant I. MINIMUM QUALIFICATIONS REVIEW
Written ProposalScore: Avg. of 57 out of 70 over 3 Raterslistedabove 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 & Moorewaspickedbecauseofthesuccessininterviewandpastwork historywithsimilarscopeprojects. Verywellsupportedfirmwithavarietyof abilities in materials and inspection support.
Ninyo & Moore— Summary of Review
Ninyo & Moore hasworked successfullywith similarscope 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. SeniorCivilEngineer2. SeniorCivil Engineer3. CivilEngineeringAssistant I. MINIMUM QUALIFICATIONS REVIEW
Written ProposalScore: Avg. of 57 out of 70 over 3 Raterslistedabove 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
ThecityisfamiliarwithTwiningbecauseoftheirpastworkhistorywiththecity projects.
Twining— Summary of Review
Twining hasworkedwith the Cityof HuntingtonBeachon 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
GMUGeotechnical, Inc. was pickedbecauseof the successin interviewand past workhistorywithsimilarscopeprojects, especiallyin streetrelatedwork.
GMU Geotechnical, Inc.— Summary of Review
GMU Geotechnical, Inc. has worked successfully with similar scope of projects similar to the City of Huntington Beach.