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HomeMy WebLinkAbout20-Public Works ORIGINAL CITY OF SAN $ERNARDINO -REQUEST FOR COUNCIL ACTION From: Robert Eisenbeisz Subject: Resolution authorizing execution of City Engineer Agreements for Services with Ninyo & Moore, Hilltop Geotechnical, Inc. and Dept: Public Works Twining, Inc. for Geotechnical Investigations and Construction Material Date: September 2, 2010 Testing. MCC Date:: October 4, 2010 Synopsis of Previous Council Action: 09/02/03 Approved Request for Proposal (RFP) format use to solicit proposals for future Public Works Projects. 06/28/10 Adopted 5-Year CIP for FY 2010/11 —2014/15. Recommended Motion: • Adopt Resolution. Robert Eisenbeisz Contact person: Robert Eisenbeisz, City Engineer Phone: 5203 Supporting data attached: Staff Report, Reso. & Agreements Ward: All FUNDING REQUIREMENTS: Amount: $300,000 Source: (Acct.No.) Various CIP Projects Acct. Description: Various CIP Projects Finance: Council Notes — 3 3a Agenda Item No. 20 10 -04 -2010 • CITY OF SAN BERNARDINO -REQUEST FOR COUNCIL ACTION • STAFF REPORT Subject: Resolution authorizing execution of Agreements for Services with Ninyo & Moore, Hilltop Geotechnical, Inc. and Twining, Inc. for Geotechnical Investigations and Construction Material Testing. Background: The Capital Improvement Program of the Public Works Department is responsible for planning and implementing the City's Capital Improvement Program (CIP). This program, in general, consists of design and construction of roads, bridges, buildings, grading, drainage, landscaping, traffic signals, handicap ramps, and other public improvements. From time to time during the design and construction of a project, specialized expertise and services are needed, including soils sampling and analysis, performance of grading observations, soil compaction testing, collection of concrete cylinders for compressive strength testing, collection and testing of asphalt concrete pavement samples, soils borings to 15 feet with appropriate logs, and provision of a geological'engineer for consultation with City staff. These services are not available through in-house resources. On April 28, 2010, the Public Works Department released a Request for Proposals (RFP) for Geotechnical Investigations and Construction Material Testing. Copies of the RFP were sent to a total of nine firms that appeared qualified to provide the services. It was also advertised in the Sun Newspaper, posted on the Internet and sent to the San Bernardino Area Chamber of Commerce. On May 24, 2010, a total of nine proposals were received. The firms submitting proposals were: • AMEC Earth&Environmental, Inc., Ontario • Converse Consultants, Redlands • Hilltop Geotechnical, Inc., San Bernardino • Construction Testing & Engineering, Inc. of Riverside • Leighton&Assoc., Chino • Ninyo & Moore of Ontario • Twining Laboratories of San Bernardino • Group Delta Consultants of Ontario • Aragon Geotechnical, Inc. Riverside The selection process was completed on August 31, 2010, and consisted of the evaluation by City staff of proposals and interviews with the four firms with the highest rated proposals. The method of evaluation of proposals, interviews and ratings was completed in accordance with the rating system approved by the Mayor and Common Council on September 2, 2003. 2 CITY.OF SAN BERNARDINO -REQUEST FOR COUNCIL ACTION STAFF REPORT—Continued Based on the results of the interviews, three firms were selected whose proposals best meet the needs of the City, as follows: • Ninyo &Moore Geotechnical and Environmental Sciences Consultants of Ontario • Hilltop Geotechnical, Inc. of San Bernardino • Twining, Inc. of San Bernardino Three firms were chosen to give the City a greater degree of flexibility when services are needed. The work will be distributed among the three firms in a manner that best meets the needs of the City. The City has made no guarantee to any of the consultants regarding the amount and/or the dollar value of the work they may receive. An agreement for services has been prepared for each of the three firms with their respective proposed fee schedule attached. Staff recommends that the Agreements for Services be executed and that annual purchase orders totaling $300,000 in aggregate be issued to Ninyo & Moore, Hilltop Geotechnical, Inc. and Twining, Inc. The Agreements will be effective upon execution by the parties and will be valid through June 30, 2011. An administration extension of one additional year can be approved with the consent of the parties. Financial Impact: Funds for Geotechnical Investigations and Construction Material Testing are available through each individual project and cost of services is charged back to the particular Capital Improvement Project's budget through the work order number. Recommendation: Adopt Resolution. 3 C 0 py 1 . • RESOLUTION NO. 2 3 RESOLUTION OF THE CITY OF SAN BERNARDINO AUTHORIZING THE CITY MANAGER TO EXECUTE AGREEMENTS FOR SERVICES WITH THE FIRMS 4 OF NINYO & MOORE,INC., HILLTOP GEOTECHNICAL, INC. AND TWINING, INC. FOR GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL 5 TESTING. 6 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY 7 OF SAN BERNARDINO AS FOLLOWS: 8 SECTION 1. Ninyo & Moore, Inc., Hilltop Geotechnical, Inc. and Twining, Inc. are 9 firms that are competent, experienced, and able to perform requested services and have provided 10 the most advantageous and responsible proposal for Geotechnical Investigations and 11 12 Construction Material Testing in amounts totaling up to $300,000 in aggregate. Pursuant to this 13 determination, the Purchasing Manager is hereby authorized and directed to issue Purchase 14 Orders for said services to said firms; all other proposals are hereby rejected. The City Manager 15 is hereby authorized and directed to execute, on behalf of the City, three Agreements for 16 Geotechnical Investigations and Construction Material Testing; copies of which are attached 17 hereto and incorporated herein as Exhibit A (Hilltop Geotechnical, Inc.), Exhibit B (Ninyo & 18 Moore) and Exhibit C (Twining, Inc.). 19 20 SECTION 2. Said Agreements shall be in effect through June 30, 2011, unless earlier 21 erminated as provided in the Agreements or as otherwise agreed to in writing by the parties. An 22 .dministrative extension of one additional year may be authorized, subject to agreement of both 23 24 l'arties. 25 SECTION 3. The authorization to execute the above-referenced Agreements is 26 escinded, if they are not signed by the parties within sixty (60) days of the passage of this 27 esolution. 28 - 1 - \ LA - 10 1 RESOLUTION... AUTHORIZING THE 'CITY MANAGER TO EXECUTE 2 AGREEMENTS FOR SERVICES WITH THE FIRMS OF NINYO & MOORE, INC., HILLTOP GEOTECHNICAL, INC. AND TWINING, INC. FOR GEOTECHNICAL 3 INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING. 4 I HEREBY CERTIFY that the foregoing resolution was duly adopted by the Mayor and 5 Common Council of the City of San Bernardino at a meeting thereof, held 6 on the day of , 2010,by the following vote,to wit: 7 Council Members: AYES NAYS ABSTAIN ABSENT 8 9 MARQUEZ 10 DESJARDINS 11 BRINKER 12 SHORETT 13 KELLEY 14 JOHNSON 15 16 MC CAMMACK 17 18 City Clerk 19 The foregoing resolution is hereby approved this day of , 2010. 20 21 22 Patrick J. Morris, Mayor City of San Bernardino 23 24 Approved as to form: 25 JAMES F. PENMAN, City Attorney 26 27 By. � . 28 - 2 - EXHIBIT A AGREEMENT FOR SERVICES FOR ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING THIS AGREEMENT is made and entered into this day of 2010 ("Effective Date"),by and between the CITY OF SAN BERNARDINO, a charter city ("City"), and HILLTOP GEOTECHNICAL, INC. ("Consultant"). WITNESSETH : A. WHEREAS, City proposes to have Consultant perform the On-Call Geotechnical Investigation and Construction Material Testing described herein below; and B. WHEREAS, Consultant represents that it has that degree of specialized expertise contemplated within California Government Code, Section 37103, and holds all necessary licenses to practice and perform the services herein contemplated; and C. WHEREAS, City and Consultant desire to contract for specific services in connection with the project described below(the"Project") and desire to set forth their rights, duties and liabilities in connection with the services to be performed; and • • D. WHEREAS, no official or employee of City has a financial interest, within the provisions of California Government Code, Sections 1090-1092, in the subject matter of this Agreement. NOW, THEREFORE, for and in consideration of the mutual covenants and conditions contained herein,the parties hereby agree as follows: 1.0. SERVICES PROVIDED BY CONSULTANT 1.1. Scope of Services. Contractor shall furnish On-Call Geotechnical Investigation and Construction Material Testing to City in accordance with Attachment 1 "Scope of Services" and the Contractor's proposal dated May 24, 2010, attached and incorporated herein. 1.2. Professional Practices. All professional services to be provided by Consultant pursuant to this Agreement shall be provided by personnel experienced in their respective fields and in a manner consistent with the standards of care, diligence and skill ordinarily exercised by professional consultants in similar fields and circumstances in accordance with sound professional practices. Consultant also warrants that it is familiar with all laws that may affect its performance of this Agreement and shall advise City of any changes in any laws that may affect Consultant's performance of this Agreement. 1.3. Warranty. Consultant warrants that it shall perform the services required by this Agreement in compliance with all applicable Federal and California employment laws including, but not limited to, those laws related to minimum hours and wages; occupational health and safety; fair employment and employment practices; workers' compensation �\ Public vNoiks\I:FC -V's`.,20 10 All\10-04-10\A grecJnen1 fur C1eot ch Investigations Construction Material Testing\l filltop Geotc,hnieaI\Hilltop Agreement Ca-oh.(h and Con>tr Material Testing 10-04-10.iioc 1 EXHIBIT A insurance and safety in employment; and all other Federal, State and local 'laws and ordinances applicable to the services required under this Agreement. Consultant shall indemnify and hold harmless City from and against all claims, demands, payments, suits, actions, proceedings, and judgments of every nature and description including attorneys' fees and costs, presented, brought, or recovered against City for, or on account of any liability under any of the above-mentioned laws, which may be incurred by reason of Consultant's performance under this Agreement. 1.4. Non-discrimination. In performing this Agreement, Consultant shall not engage in, nor permit its agents to engage in, discrimination in employment of persons because of their race, religion, color, national origin, ancestry, age, physical handicap, medical condition, marital status, sexual gender or sexual orientation, or any other category protected by law, except as permitted pursuant to Section 12940 of the Government Code. Violation of this provision may result in the imposition of penalties referred to in Labor Code, Section 1735. 1.5 Non-Exclusive Agreement. Consultant acknowledges that City may enter into agreements with other consultants for services similar to the services that are subject to this Agreement or may have its own employees perform services similar to those services contemplated by this Agreement. • • • 1.6. Delegation and Assignment. This is a personal service contract, and the duties set forth herein shall not be delegated or assigned to any person or entity without the prior written consent of City. 1.7. Business License: The Consultant shall obtain and maintain a valid City Business Registration Certificate during the term of this Agreement. 1.8. Duty of Loyalty/Conflict of Interest: The Consultant understands and agrees that as the City's On-Call Geotechnical Investigation and Construction Material Testing, Consultant shall maintain fiduciary duty and a duty of loyalty to the City in performing Consultant's obligations under this Agreement. Consultant, in performing its obligations under this Agreement, is governed by California's conflict of interest laws, Government Code Section 87100 et seq., and Title 2, California Code of Regulations Section 18700 et seq. 1.8.1 Prior to performing any services to City under this Agreement, Consultant shall provide the City Engineer a written list of the Assessor Parcel Numbers and general location or address of any and all real property located in the City of San Bernardino in which Consultant has any ownership interest, or which is the location of any pending project that is a source of income for Consultant. Consultant shall keep this list current on a monthly basis during the entire term of this Agreement. 1.8.2 Consultant shall not work on any task that is related to any real property that is located within 500 feet of any parcel in which Consultant has any ownership interest or which is the location of any pending project that is a source of income for Consultant. ti:A_.Public wo,is\Pic A'sV'2010 All\70-04-10\Agreein.-nt tint Leolech ltiv stigalions Construction Mviaterial 7estinp\Hilltap Geotechmeal\hilltop f'.greeinent Geotech and Constr Material Testing 10-64-I due 2 EXHIBIT A • •2.0. COMPENSATION AND BILLING • 2.1. Compensation. Over the term of this Agreement, Contractor shall be paid for such services in accordance with Attachment 2 "May 24, 2010", attached and incorporated herein, subject to an aggregate limit of $300,000 in payment for work performed by all consultants performing On-Call Geotechnical Investigation and Construction Material Testing. City shall distribute work among its consultants in a manner that best meets the needs of the City. City makes no guarantee to Consultant regarding the amount and/or the dollar value of the work assigned to Consultant. 2.2. Additional Services. Consultant shall not receive compensation for any services provided outside the scope of services specified in the Response unless the City or its Managing Engineer for this Project, prior to Consultant performing the additional services, approves such additional services in writing. It is specifically understood that oral requests and/or approvals of such additional services or additional compensation shall be barred and are unenforceable. 2.3. Method of Billing. Consultant may submit invoices to City's Managing Engineer for approval on a progress basis, but no more often than monthly. Said invoice shall be based on the total of all Consultant's services which have been completed to City's sole satisfaction. City.shall pay Consultant's invoice within forty-five (45) days from the date City receives said invoice. Each invoice shall describe in detail, the services performed and the associated time for completion. Any additional services approved and performed pursuant to this Agreement shall be designated as "Additional Services" and shall identify the number of the authorized change order, where applicable, on all invoices. 2.4. Records and Audits. Records of Consultant's services relating to this Agreement shall be maintained in accordance with generally recognized accounting principles and shall be made available to City or its Managing Engineer for inspection and/or audit at mutually convenient times for a period of three (3) years from the Effective Date. 3.0. TIME OF PERFORMANCE 3.1. Commencement and Completion of Work. The obligation to perform the professional services to be performed pursuant to this Agreement shall commence within five (5) days from the Effective Date of this Agreement. Said services shall be performed in strict compliance with the Project Schedule issued by the Managing Engineer. Failure to commence work in a timely manner and/or diligently pursue work to completion may be grounds for termination of this Agreement. 3.2. Excusable Delays. Neither party shall be responsible for delays or lack of performance resulting from acts beyond the reasonable control of the party or parties. Such acts shall include, but not be limited to, acts of God, fire, strikes, material shortages, compliance with laws or regulations, riots, acts of war, or any other conditions beyond the reasonable control of a party. S:\ Public Works\RFC:/1's\2010 All\10-04-10\Agreenu-nI for ,eot■ch Inv sti*at.ions Construction Material Testing\Hi lit op Ceotechnical\}-{iiliop Agreement Geotech anti Constr Material Testing 10-04-I0.do, 3 EXHIBIT A • • 4.0. TERM AND TERMINATION 4.1. Term. This Agreement shall commence on the date approved by the City Manager and continue through June 30, 2011, unless previously terminated as provided herein or as otherwise agreed to in writing by the parties. An administrative extension of one additional year may be authorized, subject to the prior written agreement of both parties. 4.2. Notice of Termination. The City reserves and has the right and privilege of canceling, suspending or abandoning the execution of all or any part of the work contemplated by this Agreement, with or without cause, at any time, by providing written notice to Consultant. The termination of this Agreement shall be deemed effective upon receipt of the notice of termination. In the event of such termination, Consultant shall immediately stop rendering services under this Agreement unless directed otherwise by the City. 4.3. Compensation. In the event of termination, City shall pay Consultant for reasonable costs incurred and professional services satisfactorily performed up to and including the date of City's written notice of termination. Compensation for work in progress shall be prorated as to the percentage of work completed as of the effective date of termination in accordance with the fees set forth herein. In ascertaining the professional services •actually rendered hereunder up to the effective date of termination of this • Agreement, consideration shall be given to both completed work and work in progress, to complete and incomplete drawings, and to other documents pertaining to the services contemplated herein whether delivered to the City or in the possession of the Consultant. 4.4 Documents. In the event of termination of this Agreement, all documents prepared by Consultant in its performance of this Agreement including, but not limited to, finished or unfinished design, development and construction documents, data studies, drawings, maps and reports, shall be delivered to the City within ten (10) days of delivery of termination notice to Consultant, at no cost to City. Any use of uncompleted documents without specific written authorization from Consultant shall be at City's sole risk and without liability or legal expense to Consultant. 5.0. INSURANCE 5.1. Minimum Scope and Limits of Insurance. Consultant shall obtain and maintain during the life of this Agreement all of the following insurance coverages: (a) Comprehensive general liability, including premises-operations, products/completed operations, broad form property damage, blanket contractual liability, independent contractors, personal injury with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and aggregate. (b) Automobile liability for owned vehicles, hired, and non-owned vehicles, with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and \_Public Works\RFCAs\2010 All\10-04-10\Agreement for Geotech Investigations C Construction Mat et Testing\hilltop Geot chnical\Hi111.op Agreement Geot■ch and Constr Material Testing 10-04-i0.doc 4 EXHIBIT A •aggregate. (c) Workers' compensation insurance as required by the State of California. (d) Professional errors and omissions ("E&O") liability insurance with policy limits of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and aggregate. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. 5.2. Endorsements. The comprehensive general liability insurance policy shall contain or be endorsed to contain the following provisions: (a) Additional insureds: "The City of San Bernardino and its elected and appointed boards, officers, agents, and employees are additional insureds with respect to this subject project and contract with City." (b) Notice: "Said policy shall not terminate, nor shall it be cancelled, nor the coverage reduced,.until thirty(30) days after written notice is given to City." (c) Other insurance: "Any other insurance maintained by the City of San Bernardino shall be excess and not contributing with the insurance provided by this policy." 5.3. Certificates of Insurance. Consultant shall provide to City certificates of insurance showing the insurance coverages and required endorsements described above, in a form and content approved by City, prior to performing any services under this Agreement. 5.4. Non-limiting. Nothing in this Section shall be construed as limiting in any way, the indemnification provision contained in this Agreement, or the extent to which Consultant may be held responsible for payments of damages to persons or property. 6.0. GENERAL PROVISIONS 6.1. Entire Agreement. This Agreement constitutes the entire Agreement between the parties with respect to any matter referenced herein and supersedes any and all other prior writings and oral negotiations. This Agreement may be modified only in writing, and signed by the parties in interest at the time of such modification. The terms of this Agreement shall prevail over any inconsistent provision in any other contract document appurtenant hereto, including exhibits to this Agreement. 6.2. Representatives. The City Engineer or his designee shall be the representative of City for purposes of this Agreement and may issue all consents, approvals, directives and agreements on behalf of the City, called for by this Agreement, except as otherwise expressly Public Works\IJFi,A's\2010 AllV10-04 10\Agreement for Geotech rnv ctigal:ions&Construction Material Tcsting vHilltop Ceotecar tip cal\Hilltop Arteemei i Geotech and Constr:Material Testing 10-04-a0.duc 5 EXHIBIT A provided in this Agreement. • Consultant shall designate a representative for purposes of this Agreement who shall be authorized to issue all consents, approvals, directives and agreements on behalf of Consultant called for by this Agreement, except as otherwise expressly provided in this Agreement. 6.3. Project Managers. City shall designate a Managing Engineer to work directly with Consultant in the performance of this Agreement. Consultant shall designate a Contract Inspector(s) who shall represent it and be its agent in all consultations with City during the term of this Agreement. Consultant or its Contract Inspector(s) shall attend and assist in all coordination meetings called by City. 6.4. Notices. Any notices, documents, correspondence or other communications concerning this Agreement or the work hereunder may be provided by personal delivery, facsimile or mail and shall be addressed as set forth below. Such communication shall be deemed served or delivered: a) at the time of delivery if such communication is sent by personal delivery; b) at the time of transmission if such communication is sent by facsimile; and c) 48 hours after deposit in the U.S. Mail as reflected by the official U.S. postmark if • such communication is sent through regular United States mail. • IF TO CONSULTANT: IF TO CITY: Mr. Mark Hulett, President Robert Eisenbeisz Hilltop Geotechnical, Inc. City Engineer 786 S. Gifford Avenue 300 North"D" Street San Bernardino, CA 92408 San Bernardino,Ca 92418 Fax: 909-890-9055 Fax: 909-384-5573 Tel: 909-890-9079 Tel: 909-384-5019 6.5. Attorneys' Fees. In the event that litigation is brought by any party in connection with this Agreement, the prevailing party shall be entitled to recover from the opposing party all costs and expenses, including reasonable attorneys' fees, incurred by the prevailing party in the exercise of any of its rights or remedies hereunder or the enforcement of any of the terms, conditions, or provisions hereof The costs, salary and expenses of the City Attorney and members of his office in enforcing this contract on behalf of the City shall be considered as "attorneys' fees" for the purposes of this paragraph. 6.6. Governing Law. This Agreement shall be governed by and construed under the laws of the State of California without giving effect to that body of laws pertaining to conflict of laws. In the event of any legal action to enforce or interpret this Agreement, the parties hereto agree that the sole and exclusive venue shall be a court of competent jurisdiction located in San Bernardino County, California. 6.7. Assignment. Consultant shall not voluntarily or by operation of law assign, transfer, sublet or encumber all or any part of Consultant's interest in this Agreement without City's prior written consent. Any attempted assignment, transfer, subletting or encumbrance S:A Public Works\RFC:A's\2010 AllV'10-04--10\Agreement for Geotech Investigations&Construction Material Testing\1Whop Gcotecl}uicaI\I iilltop Agreement Geotech and Constr Moterial Testing 10M4-10.do, 6 EXHIBIT A ' shall be void and shall constitute a breach bf this Agreement and cause for termination of this Agreement. Regardless of City's consent, no subletting or assignment shall release Consultant of Consultant's obligation to perform all other obligations to be performed by Consultant hereunder for the term of this Agreement. 6.8 Indemnification and Hold Harmless. Consultant shall protect, defend, indemnify and hold harmless City and its elected and appointed officials, officers, and employees from any and all claims, liabilities, expenses, including attorney fees, damage to property or injuries to or death of any person or persons or damages of any nature including, but not by way of limitation, all civil claims or workers' compensation claims, arising out of or in any way connected with the intentional or negligent acts, errors or omissions of Consultant, its employees, agents or subcontractors in the performance of this Agreement. 6.9. Independent Contractor. Consultant is and shall be acting at all times as an independent contractor and not as an employee of City. Consultant shall secure, at his expense, and be responsible for any and all payment of Income Tax, Social Security, State Disability Insurance Compensation, Unemployment Compensation, and other payroll deductions for Consultant and its officers, agents, and employees, and all business licenses, if any are required, in connection with the services to be performed hereunder. 6.10 Ownership of Documents. All findings, reports, documents, information and data including, but not limited to,computer tapes or discs, files and tapes furnished or prepared by Consultant or any of its subcontractors in the course of performance of this Agreement, shall be and remain the sole property of City. Consultant agrees that any such documents or information shall not be made available to any individual or organization without the prior consent of City. Any use of such documents for other projects not contemplated by this Agreement, and any use of incomplete documents, shall be at the sole risk of City and without liability or legal exposure to Consultant. City shall indemnify and hold harmless Consultant from all claims, damages, losses, and expenses, including attorneys' fees, arising out of or resulting from City's use of such documents for other projects not contemplated by this Agreement or use of incomplete documents furnished by Consultant. Consultant shall deliver to City any findings,reports, documents, information, data, in any form, including but not limited to, computer tapes, discs, files audio tapes or any other Project related items as requested by City or its authorized representative, at no additional cost to the City. 6.11 Public Records Act Disclosure. Consultant has been advised and is aware that all reports, documents, information and data including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, and provided to City may be subject to public disclosure as required by the California Public Records Act (California Government Code Section 6250 et. seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code Section 6254.7, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way, be liable or responsible for the disclosure of any trade secret including, without limitation, those records so marked if disclosure is deemed to be required by law or by order of the Court. S:APubtic Works\RFCA`s\2010 All\1-0--04-10\Agreement for Geotech Investigations&Construction Material Testing\13111top Geotechnical\1lilitop Agreement.Ceotecli and Constr Mateiiai'1'eiling 10-04-1.0.Ioc 7 EXHIBIT A • 6.12. Responsibility for Errors. Consultant shall be responsible for its work and results under this Agreement. Consultant, when requested, shall furnish clarification and/or explanation as may be required by the City's representative, regarding any services rendered under this Agreement at no additional cost to City. In the event that an error or omission attributable to Consultant occurs, then Consultant shall, at no cost to City, provide all necessary design drawings, estimates and other Consultant professional services necessary to rectify and correct the matter to the sole satisfaction of City and to participate in any meeting required with regard to the correction. 6.13. Prohibited Employment. Consultant will not employ any regular employee of City while this Agreement is in effect. 6.14. Order of Precedence. In the event of an inconsistency or conflict in this Agreement and any of the attached Exhibits or Attachments, the terms set forth in this Agreement shall prevail. 6.15. Costs. Each party shall bear its own costs and fees incurred in the preparation and negotiation of this Agreement and in the performance of its obligations hereunder except as expressly provided herein. • 6.16. No Third Party Beneficiary Rights. This Agreement is entered into for the sole benefit of City and Consultant and no other parties are intended to be direct or incidental beneficiaries of this Agreement and no third party shall have any right in, under or to this Agreement. 6.17. Headings. Paragraphs and subparagraph headings contained in this Agreement are included solely for convenience and are not intended to modify, explain or to be a full or accurate description of the content thereof and shall not in any way affect the meaning or interpretation of this Agreement. 6.18. Construction. The parties have participated jointly in the negotiation and drafting of this Agreement. In the event an ambiguity or question of intent or interpretation arises with respect to this Agreement, this Agreement shall be construed as if drafted jointly by the parties and in accordance with its fair meaning. There shall be no presumption or burden of proof favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement. 6.19 Amendments. Only a writing executed by the parties hereto or their respective successors and assigns may amend this Agreement. 6.20. Waiver. The delay or failure of either party at any time to require performance or compliance by the other of any of its obligations or agreements shall in no way be deemed a waiver of those rights to require such performance or compliance. No waiver of any provision of this Agreement shall be effective unless in writing and signed by a duly authorized representative of the party against whom enforcement of a waiver is sought. The waiver of any right or remedy in respect to any occurrence or event shall not be deemed Pubtic Mid,.`,I FCA's\2010 Ail\70-04-i0\Agreernent for(.eotech estigations Rr Construction Material Testing\Hilltop Cent(Thn1cal\i illtop Agree-rncrrt Ccotech and Constr Mate'Lit resting 10404-10.doc 8 EXHIBIT A a waiver of any right or remedy in respect to any other occurrence or event, nor shall any waiver constitute a continuing waiver. 6.21. Severability. If any provision of this Agreement is determined by a court of competent jurisdiction to be unenforceable in any circumstance, such determination shall not affect the validity or enforceability of the remaining terms and provisions hereof or of the offending provision in any other circumstance. 6.22. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original. All counterparts shall be construed together and shall constitute one agreement. 6.23. Corporate Authority. The persons executing this Agreement on behalf of the parties hereto warrant that they are duly authorized to execute this Agreement on behalf of said parties and that by doing so, the parties hereto are formally bound to the provisions of this Agreement. 6.24 Damages. The Parties agree to waive any rights to incidental or consequential and punitive damages arising out of performance under this Agreement whether in torts or contracts or in law or in equity. • • /// /// S:\_Engineering\RFCA's\2010 A11\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Hilltop Geotechnical\Hilltop Agreement Geotech and Constr Material Testing 10-04-10.doc 9 EXHIBIT A • • AGREEMENT FOR SERVICES FOR ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their respective authorized officers, as of the date first above written. CITY OF SAN BERNARDINO, CONSULTANT A Municipal Corporation HILLTOP GEOTECHNICAL, INC. By Charles E. McNeely, City Manager Signature Name and Title • Approved as to form: James F. Penman, City Attorney By S:A_Public Works\RFCA's\2010 All\10-04-10\Agreement for( c.otech investigations&ConstruLtion Material Testing A TIM top Geo technical\i-tiptop \l;reententCeotec(h mid ConstT Material'1esting'10-0-I-IO.cfoc 10 ATTACHMENT"1" TO EXHIBIT "A" sY'pF PROPOSAL & QUALIFICATIONS FOR PUBLIC WORKS ON-CALL GEOTECHNICAL INVESTIGATION, CONSTRUCTION MATERIAL TESTING FOR CITY OF SAN BERNARDINO PROPOSAL NO.: P10077 May 24, 2010 SUBMITTED TO: PUBLIC WORKS DIVISION OF THE DEVELOPMENT SERVICES DEPARTMENT CITY OF SAN BERNARDINO 4.4 300 North "D" Street, 3`a Floor San Bernardino, CA 92418 PREPARED BY: t. HILLTOP GEOTECHNICAL, INC. 786 SOUTH GIFFORD AVENUE SAN BERNARDINO, CA 92408 , 6, 4IL. 786 S. GIFFORD AVENUE • SAN BERNA.RDINO • CAE UFORNIA 9.;_-4",s hilltopgChgeote<I)(0111 • FAX 909-890-9055 • 909-890-9079 HILLTOP GEOTECHNICAL INCORPORATED May 24, 2010 City of San Bernardino Proposal P 10077 Public Works Division-Development Services Department , 300 North `D' Street, Third Floor San Bernardino, CA 92418 Attention: Mr. Michael Grubbs, P. E., Project Manager Subject: Proposal for Public Works On-Call Geotechnical Investigation and Construction Material Testing Services,City of San Bernardino,California. Reference: Request for Proposals to Provide Professional Services for Public Works On- Call Geotechnical Investigations and Construction Material Testing Services; Prepared by the Public Works Division of the Development Services iDepartment, City of San Bernardino, Dated April 28, 2010. - - —Riiltop Geotecii-nicaT,li c.(HGI)-wishes to-Walk-you-Mr consideration of us to provide you -with various geotechnical consulting services that you might require. In accordance with your ti ,,. request, we are pleased to submit this Proposal. Based upon the referenced `Request for Proposal' it is our understanding that various types of soils,concrete and asphalt testing will be �,. required for various projects within the city. if In general, our services will include routine compaction, concrete, asphalt and soil gradation ift testing and soil borings to 15 feet. Hilltop Geotechnical,Inc.is completely qualified to perform all the services you require. Unit prices for the items you have requested are submitted under ri .. a separate cover. We have read and understand the definitions of what each test includes and have incorporated our costs into these unit prices. HILLTOP GEOTECHNICAL, INC. ir P10077 May 24, 2010 Page 2 L;iBrief History and Experience... HGI, a California Corporation, is a qualified geotechnical / geologic consulting firm and materials testing laboratory. Originated initially in 1992, our Main Office and Full Service Laboratory is located in the City of San Bernardino,just 5 minutes from City Hall. HGI has a variety of employees consisting of geologists. engineers, inspectors, soil and concrete field technicians, laboratory technicians, and office staff. HGI currently provides geotechnical / geologic and materials testing services to numerous governmental agencies and developers throughout the Southern California area. Currently, we are working with the Cities of Highland, Redlands, and Loma Linda along with our annual contracts for such services with the City of San Bernardino, the City of Riverside's Public Works & their Parks Departments, and the San Bernardino County's Special Services District and A& E Departments. Additionally, we have provided similar services in the recent past,to the City of San Bernardino's Municipal Water District, along with many other of your neighboring cities and counties such as the County of Riverside,City of Rialto,City of Moreno '.' Valley, City of Big Bear Lake, City of Lake Elsinore, and the City of Colton. . HGI currently enjoys our on-going work with the City of San Bernardino-Public Works Department, as one of your consultants under a current On-Call Geotechnical Consultant Services contract. We are looking forward to continue our service to the City with this newest proposal opportunity. Recent projects with the City of San Bernardino have included performing compaction testing during various street improvement projects, performing asphalt and concrete coring for pavement evaluation, pavement compaction testing and asphalt laboratory testing as well as special preliminary soil investigations for geotechnical design, slope stability, retaining wall if design, distress evaluations and environmental studies. HGI has enjoyed additional experience on many other diverse types of projects. Our staff has performed numerous studies involving streets and utilities for pipeline studies, pavement analysis, trench wall stability, and rippability studies. We have years of experience in many other types of construction projects such as Commercial,Industrial,Municipal,Residential,and Master Planned Communities; all requiring compaction control for soil,concrete and asphalt ye inspection services. 3t:: HILLTOP GEOTECHNICAL,INC. t P10077 May 24, 2010 Page 3 HGI is a State of California"Qualified Laboratory"by Caltrans.Currently participating in the Cement and Concrete Reference Laboratory(CCRL)Inspection Program,the CCRL Concrete Reference Sample Program,the AASHTO Material Reference Laboratory(AMRL)Laboratory Assessment Program, the AMRL Coarse and Fine Aggregate Reference Sample Program, and the Caltrans Aggregate and Soil Reference Sample Program. HGI is affiliated with and/or have participated in a number of professional organizations such as the Inland Geological Society, the California Geotechnical Engineering Association, the Building Industry Association (BIA), the Portland Cement Association (PCA), American Concrete Institute (ACI), and the International Code Counsel (ICC). HGI technicians are well trained and are all currently certified in nuclear gage testing for soil and asphalt testing services, as well as ACI certified for all types of concrete testing that would be required. We have performed compaction testing for many types of public works projects for local cities. Projects typically included utility installation, street widening, and paving operations, grading control, concrete inspection, cylinder fabrication, and other miscellaneous inspection services. Many of these projects have been within the Caltrans right-of-way and as such, we are adaptable to either Caltrans or Green Book procedures. HGI is Certified as a local "SBE" or"Small Business Enterprise" by the State of California- DGS; our reference number is #16652. Managing Personnel... Principal Geologist- Mark Hulett is president of HGI and is responsible for the overall management and operations of the company. He is a Licensed Engineering Geologist, CEG 1623, with over 27 years of geotechnical experience. Mr. Hulett will provide for all of the managerial duties with each project contract, as well as geologic consulting and analysis. Project Manager- s. Donald L.Curran, P.E.,will be designated the Licensed Geotechnical Engineer,GE 254,and your Project Manager.Mr.Curran currently possess over 39 years of geotechnical,construction testing, and project management experience and will be accessible to the Construction Supervisor/Inspector assigned to the project during the life of the contract. HILLTOP GEOTECHNICAL,INC. P10077 May 24, 2010 Page 4 Mr. Curran has been involved with the geotechnical engineering aspect of many diverse projects. His experience covers a varied range including, highways, parking lots, bridge structures, airport runways, high rise buildings, commercial, industrial, and also single family residential structures. Light industrial experience includes storage tanks, silos,earth dams and embankments, stream channels, storm drains, sewer lines, and tunnels. Mr. Curran is also experienced in the testing and design of percolation, sewage disposal and subsurface dewatering systems.Other geotechnical projects incorporated various types of deep and shallow foundation systems, overexcavation and fill placement, shoring systems, cut and fill slope stability,and pavement design. He is also experienced in testing and quality control of construction materials including soils, concrete, hot mix asphaltic (HMA) concrete, and structural steel. Donald L. Curran -Project Manager will assume the following functional responsibilities. • Will be the "Responsible Engineer" in charge of the work, and will be available 24- hours per day, 7 days a week. • Review, monitor, and provide general direction for the HGI field and laboratory personnel and the subcontractors. • Administer personal leave and substitution of personnel, subject of approval with the City of San Bernardino, City representative assigned to the project. • Be available for any scheduled meetings with the City and/or the project Construction Contractor. (Resumes of our principals are included in the appendix.) Key Personnel- Other key personnel that we anticipate to be assigned to your projects include: Michael Carrillo Senior Supervisory Soils/Field Technician/Special Inspector Jeff Lantosh Soils/Materials Field Technician/Special Inspector Mike Boyd Soil/Materials Field Technician/Special inspector Kevin Beath Laboratory Manager HILLTOP GEOTECHNICAL, INC. ki ` P10077 May 24, 2010 Page 5 Caltrans certifications showing the qualifications of each technician/inspector anticipated to be involved with this contract are attached to this proposal. Our Caltrans Laboratory Certificate is also included. Caltrans approves technicians on a semi-annual basis but will only approve technicians when actively participating in Cal trans projects.Our technicians will be re-approved when an active project is specified. Specific resumes of our key personnel as well as other certifications (CCRL, DSA, etc.) can be provided upon request. Outside Services- We anticipate using 2R Drilling Company or GP Drilling Company for any services that require drilling such as the 15 foot borings itemized in your`Routine Services". We have worked with these companies for many years and have a very good working relationship with each company. With this exception,we do not anticipate the need for any additional outside service. However, if required any professional services,equipment,or tests not provided by HGI and any unusual items of expense not customarily incurred in our normal operations will be charged at cost plus t. 15 percent. Any necessary"Outside Services"to be negotiated in advance of provisioning. References- HGI currently provides geotechnical/geologic and materials testing services to numerous local governmental agencies throughout the Southern California area and currently has yearly contracts for such services with the City of San Bernardino, the City of Riverside's Public Works and Parks Departments, and San Bernardino County's Special Services District and A &E Departments. We are committed to performing our services on-time and within the project budget, please feel free to contact them and ask about us. Local Governmental Agencies CITY OF SAN BERNARDINO City Engineer: Robert Eisenbeisz 300 N. "D"Street, 3rd Floor Phone: 909-384-5203 ISan Bernardino,CA 92418-0001 Eisenbeisz roesbcity.org COUNTY OF SAN BERNARDINO Division Manager: Mr. Jim Oravets SPECIAL DISTRICTS DEPARTMENT Phone: 909-387-5940 157 W. Fifth Street, Second Floor San Bernardino, CA 92415-0450 joravetssdd.sbcounty.gov cr i HILLTOP GEOTECHNICAL, INC. r V:, 1 P10077 May 24, 2010 Page 6 COUNTY OF SAN BERNARDINO Project Manager: Mr. Paul DeArmond A & E DEPARTMENT Phone: 909-387-3096 385 North Arrowhead Avenue, Third Floor San Bernardino, CA 92415-0184 pdearmondcae.sbcounty.gov CITY OF RIVERSIDE Senior Engineer: Mr. Juan Rojas 3900 Main Street Phone: 951-538-3037 Riverside, CA 92522 Jrojas(ariversideca.gov CITY OF RIVERSIDE Parks Project Inspector: Ms. Susan James 3936 Chestnut Street Phone: 951-826-2015 Riverside, CA 92501 sjames cr,riversideca.gov CITY OF LOMA LINDA City Engineer: Jarb Thaipejr 25541 Barton Road Phone: 909-799-4401 (; s Loma Linda, CA 92354 ithaipejr cilomalinda-ca.gov CITY OF HIGHLAND City Manager: Mr.Joe Hughes 27215 Baseline Avenue Phone: 909-864-6861 Highland, CA 92346 ihughes(a7cityothighland.org SAN BERNARDINO VALLEY Principal Engineer: Mr. Wen Huang MUNICIPAL WATER DISTRICT Phone: 909-798-7655 380 East Vanderbilt Way San Bernardino, CA 92408 whuang(ai)citvofredlands.org (Wen was previously with the City of Redland's) r% Builders, Developers, and Engineers Pulte Homes, Inc Director of Land Development: Bob Paradise 2 Technology Drive Phone: 949 623-3768 Irvine, CA 92618 bob.paradisea:pulte.com g D.R. Horton General Superintendent: Bob White r. 2280 Wardlow Circle Phone: 951 272-9000 t Corona, CA 92880 bwhite a drhorton.com gS HILLTOP GEOTECHNICAL, INC. x P10077 May 24, 2010 Page 7 KB Homes Coastal, Inc. Senior Project Manager: Ron Fisher 36310 Inland Valley Drive Phone: 989 578-2796 Wildomar, CA 92595 rflsher-x`;kbhomes.com Sun Cal Companies Vice President: Gary Williams 74-130 County Club Drive, Suite 101 Phone: 760 601-3401 Palm Desert, CA 92260 gwilliamsri suncal.com Lytle Development Company Senior Planner: Chris Warrick 3281 East Guasti Road, Suite 300 Phone: 909-387-41 12 Ontario, CA 91761 cwarrick(lusd.sbcounty.gov (Chris is now with County of San Bernardino-Planning Dept.) Larry Jacinto Construction Co. General Superintendent: Eric Nixon P.O. Box 615 Phone: (909) 794-2151 Mentone, CA 92359 nixonna,ljacinto.com Joe Bonadiman & Associates President: Ed Bonadiman 588 W. 6th Street Phone: 909-885-3806 San Bernardino, CA. 92410 ejb(bonadiman.com i Ludwig Engineering Senior Civil Engineer: Jim Fry 109 East Third Street 909 884-8217 San Bernardino, CA 92410 jfryriz)ludwigeng.com Thatcher Engineering President: M.W. "Bud"Thatcher III 345 5th Street, Suite B 909 748-7777 Redlands, CA 92374 bthacher @thatcherengineering.com Engineering Resources of Southern California Managing Engineer: Brian Thomas 1820 Commercenter Circle 909 890-1255 San Bernardino, CA 92408 Bthomas uerscinc.com Transtech Engineering Principal Engineer: David Mlynarski 413 W Mac Kay Drive 909 384-7464 San Bernardino, CA 92408 David.Mlynarskigtranstech.org I HILLTOP GEOTECHNICAL, INC. } P10077 May 24, 2010 Page 8 Specific Services- It is our understanding that HGI acting under the specific authorization of the City of San Bernardino or their authorized representative,will provide a qualified technician for inspection and testing purposes and evaluation of earthwork materials, processed aggregate materials, concrete and asphalt materials encountered during the construction of the various city improvement projects. HGI shall also provide laboratory testing services for soil, processed aggregate materials and pavement materials in accordance with the plans and specifications for each project. HGI will also provide an office contact person who will coordinate the scheduling of the field technician for testing and sampling with the City. For upcoming projects,we anticipate using our present laboratory facilities at 786 South Gifford Avenue, in the City of San Bernardino. Our field technicians will perform the required testing and observation,as requested by the City of San Bernardino,or their authorized representative. At the conclusion of our testing, we will provide the results of our observations and testing in a formal report to the satisfaction of the City. Detailed services for soil, asphalt and concrete are presented below. Soil Testing Primary services are anticipated to consist of compaction testing. This testing will be conducted by using either a nuclear gauge and/or sand cone method. Our laboratory will also perform maximum density/optimum moisture content determinations and/or check point determinations to assure compliance with existing curves. Other laboratory testing such as sieve analysis, R- value determinations and other testing may also be required. Grading observation may also be required on an as-needed basis. All field testing will be reported in a field daily and all tests will be summarized at the completion of each project. Written results of all laboratory tests will be provided. Asphalt Testing We propose to provide compaction testing for your paving projects. Asphalt inspection services can also be provided, if requested. In-house laboratory testing services such as asphalt extraction. Hveem and stability testing, specific gravity and/or core density testing can also be provided. Written results of both field and laboratory testing will be submitted upon completion of the project. Concrete Testing Our field services will include fabricating concrete test cylinders(3 cylinders per test minimum), in accordance with your field inspectors request. We will provide pick-up services,store, cure and test the samples at 3, 7 and 21 days from the date of fabrication,unless specified differently. Additional concrete tests and/or aggregate tests can be provided, upon request. All test results will be recorded in written format. HILLTOP GEOTECHNICAL,INC. P 1 0077 May 24, 2010 Page 9 Soil Boring Upon request, we can perform soil boring(s) at specified locations. Our services will include drilling and logging a 15 foot boring. Undisturbed ring sampling will be conducted at various intervals and blow count information will also be recorded. Written logs that will include soil classification, blow count information, groundwater information (if encountered) and sample locations will be provided. Deeper drilling and specific sampling can also be performed, upon request. These services will include general traffic control and asphalt patch, if necessary. Other Services Special geologic and engineering consulting services can also be provided, upon request. We are qualified to provide many types of studies including detailed geologic studies, fault investigations, foundation studies, pile investigations, distressed investigations, rippability studies, slope stability, shoring analysis, groundwater investigations, retaining wall recommendations, pavement analysis, corrosion studies, and environmental services, etc. HGI's staff have many years of local experience and would be happy to continue to provide consulting services to the city on all geologic and geotechnical subjects. Specialized inspection services such as ICC concrete,masonry,post-tension,and structural steel can also be provided. sr IIGI also maintains a full service geotechnical laboratory that specializes in soil, aggregate, concrete and asphalt testing services. Detailed scope of services could be developed with the city, upon request. Proposed Costs- Costs for each task is itemized on your 'Price Form' and included in the Appendix. It is understood that the proposed field work will be"Prevailing Wage"work and as such,our rates reflect this. Additionally, it is understood that our field test and concrete test fees will be assessed on a'per test' basis. All travel time,office time and support staff time will be included in the cost of the test. Additionally, maximum density/optimum moisture determinations will be included in the cost of compaction testing. All laboratory and concrete test results will be provided in writing. Soil borings will include obtaining blow count information, soil samples and a written report. However, additional costs will be accrued if significant traffic control in which special signs and flag men will be necessary. We have read and agree all items included in your definitions of each specific task listed in the RFP. Definition of Responsibility- The P tY- The presence of our field representatives will be for the purpose of providing observation and field testing. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. The contractor for this project should be so advised. The contractor should also be informed that neither the presence of our field representative nor the HILLTOP GEOTECHNICAL, INC. P.10077 May 24, 2010 Page l0 observation and testing by our firm shall excuse him in any way for defects in his work. It is understood that our firm will not be responsible for job or site safety on this project. Job and site safety will be the sole responsibility of the contractor. Non Discrimination- t *s Hilltop Geotechnical, Inc. does not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. I Federal Laws and Regulations- All federal laws and regulations shall be adhered to notwithstanding any state or local laws and regulations. In a case of conflict between federal, state or local laws or regulations the strictest shall be adhered to. I Authorization- If this proposal meets with your approval, please authorize our work by signing below and return to this office. We have read the "Draft Agreement" for On-Call Geotechnical Investigation and Construction Material Testing. We find no exceptions, and we will execute the Agreement,if offered a contract by the City. In addition,Hilltop Geotechnical,Inc.presently carries both general liability and professional liability insurance for all our projects. Certificates of Insurance can be provided upon your request. Should the City of San Bernardino submit a contract for work preformed under this proposal, HGI requests that this document be incorporated into such a contract. Hilltop Geotechnical,Inc.looks forward to continuing to provide professional services the City of San Bernardino. Respectfully submitted, HIL P GEOTECHNICAL, INC. ),/ ri 4.....----",.., Mark Hulett President E HILLTOP GEOTECHNICAL, INC. si 9�n 3�g Yri.S 4"µdg �'kFl 7 T APPENDIX f HILLTOP GEOTECHNICAL, INC. 1 ORGANIZATIONAL CHART HILLTOP GEOTECHNICAL, INC. 0 „,. tt; � `C.r 0 C y- m C) CD t; > . , ° `° Cap . J fyx Q W ` oa m • Cl) Cl)cts i,; 1••. L m cf.,• y3f i O ,�..1 as t lila 41=0 • • ` a N L L ,, N O C a) ° ; 4. fit ��:; ' • _ C C c v� ' V Al o CD E4 C • = a) dW C) C) L v ,r' . V _ .0 (' O C C = C'. CO. _ c rH LV LU r % " C• i , V .0 L L Q v p C (� 3 C i m . •- a •- „i,. ` a C •O 0.11k Q) 0 C = ,''',0,,,.:,.10:. "41,44•L. L V Q CD 3 a a nt O ; ww,, Q -'''?':.'4.,:,' f,, �y .....i;,-.1.., W 'ti, r ,r k fyAX $ 1 N "Iii rP r •'f Y , r.. t 1F$ �7 w i f tff ,i 11 to ri C ;, '.,)Pip',' tr`, 4-, • . '^ /� 0 C w a� !f' O a , ( (n a 1'4,, L Q C .- W (D — L 1- U •{,,� f... ''#t } nr tt`� .. - O d �+ W iv i L U J , f fir t (9 w V la) cu L m _ V Y Q) p m 00 . a C � 6 C _ , t net! BUSINESS LICENSE I F HILLTOP GEOTECHNICAL, INC. I „;:, r 4L,,, _..,,,, -_. il.. I' ,.I•... .. _ ;. - - 909-890-9079 HILLTOP GEOTECHNICAL INCORPORATED l IIIIIIIIIIIIIIIIEWIZEEUUEEIIIIIIIIMIIIIM CITY OF SAN BERNARDINO BUSINESS REGISTRATION CERTIFICATE ACCOUNT This Business Registration Catifcate does not indicate the legal operation of this business at this location. Other approvale by other City departments,such as Developnicns services nwy be required This Certificate is issued without verification that the certificate is subject to or NUMBER ex front licensing by the State of California. 907211 RENEWAL The Business Owner is responsible for timely renewal. Not receiving a renewal notice for any reason does not relieve responsibility for timely payment If not paid within 30 days of the expiration date shown,a SOX penalty will be imposed BUSINESS CLASS: CONSULTANT EXPIRATION DATE DATE PAID NOTES: 3/31/2010 05/04/2009 BUSINESS LOCATION: 786 S GIFFORD AVE it Amt-43 OWNER,FIRM OR MARK E HULETT&DAWN L HULETT ,f :�_�j wa CORPORATION F* *- ... BUSINESS NAME HILLTOP GEOTECHNICAL,INC. N p �� ATTENTION MARK HULETT(CEO,PRESIDENT) Rachel G. Clark MAILING ADDRESS 786 S GIFFORD AVE : . t. 6. 1 :. 111. 10 .: • • I:- • •• CITY POST IN A CONSPICUOUS PLACE • I'11oTocO('1LS ARE NOT VALID IT • Y =.4,!:-.7.:. 3 �•r C 4 � ! t f 'P';',.... t ,l .N ,t i l3a. lr. r -4 r,r S ,„,.•.'...-'-'..,A- ' ~ t_ r t i av Al rrr e e ,t t 1 'hi3'a>�ji'' t's# < v r',s.. i` 6;1 p 's f + 4 • ti t � M ” 1, 4 „ r;',,.._.-1,,,1„,-,,•. t: �q`'Syr M ,,, l` n t� + ! 3 -! ",-..J.,'.', yI ° 1* r*ti'^4 ”` M 444,--'44--?-',-4-1. S 7 .{ T y , J, sir ,zaa 33t fie e ' • : ,'r 0 tads k... sf\ ' c - r '-4.'c':`, >k l ' i�� 'a 4'h�" Yµ�s sF r a r � :4,','4,?,.'- ',.4=4:.5,.;:1:-.,4-.. �' h s, k e i YrA 'k.a' `{Y:' � S -t ��y 1 r 1 � f ti * 5'�+tTa�w'K�,�e r `* � iy � �let 1 Keat !' C'e i"`y r `1q,iy An. .,�. .i� " ` 'M1 �ys rr.., S 1,T,?r v{fir{`v >cit . r. w yy .1'.^ .'.:-•,'''',h N''.4'.%,r ='.-.-i,./..',� .r '�i. ak t.' �r 1. f - t ..' - •r.« ♦� -� 4 Y.rb.., . ..7.(P ...9. . 4 -Jr 9'v KEY PERSONNEL RESUMES I HILLTOP GEOTECHNICAL, INC. 7 L.a +' SAN BERNARDINO OFFICE- 786 S. GIFFORD AVENUE,SAN BERNARI)INO. CA 92108 m. huletto:hgeotech.corn or hilltopgta hgeotech.com(909)890-9079 FAX(909)890-9035 t.,...,w HILLTOP GE D ECHtVICAL INCORPOR&T[O 'i MARK HULETT, President EDUCATION E California State University, Los Angeles, B.S., Geology 1982 ,,..„ Pasadena City College, Pasadena A.A., Physical Science, 1979 University of California, Riverside g5 Hazardous Materials Management Program Principles of Hazardous Materials Management Analytical Chemistry PROFESSIONAL REGISTRATION r, Professional Geologist, California Certified Engineering Geologist, California CERTIFICATES Seismic Hazard Analysis Guidelines for Analyzing&Mitigating Landslides a". Engineer In Training, California Health and Safety for Hazardous Waste Workers (40-Hr OSHA Training) Hazmat Chemical Identification System Groundwater Monitoring Well Installation Nuclear Density Gauge PRINCIPAL EXPERIENCE Mr. Hulett has more than 24 years of experience in the engineering geology and geotechnical industry. During this time he has obtained a strong background in geologic and geophysical investigations. This experience has been invaluable for many types of projects including residential, commercial and industrial structures, on both flatland and hillside properties. Mr. Hulett has also performed distress investigations for residential and I commercial development and site evaluations for storage tanks, small dam sites, pipelines and public works projects. His diverse experience also includes conducting and overseeing field mapping, subsurface investigations, hazardous waste assessments, fault studies, groundwater investigations, percolation studies, ' rippability studies, aggregate studies, mining feasibility studies, and landslide investigations. Mr. Hulett is p often involved with overall job and/or agency coordination. Mr. Hulett has responsibility for the overall management, administration, and operation of the Corporation as t, well as the Geology and Environmental Divisions for the Corporation. Duties include professional client development, proposal preparation, report preparation and review, the scheduling and direction of field operations relating to geologic and environmental investigations. PROJECT EXPERIENCE r Geotechnical Experience: Geologic analysis, groundwater study, rippability evaluation and construction monitoring services for a large residential development, Summit Pointe, Riverside, California. M. Hulett (Cont.) Page 2 Geotechnical investigation, project management and construction monitoring services for numerous master planned residential developments. Project management, construction monitoring and infiltrometer testing for hydrologic conductivity of fill materials, Victorville Landfill, San Bernardino County, California. Geologic field and construction monitoring services for a large commercial development "Rancho California Business Park", Rancho California, California. Geotechnical Evaluation and liquefaction analysis for a 50 acre commercial development, Colton, k California. Geotechnical feasibility study for a 20 square mile residential/commercial development. Searles Ranch, Hemet, California. Geotechnical feasibility study for a 5,000 acre development in Beaumont, California. Geotechnical feasibility study for on-site retention basins, Las Flores Ranch, Apple Valley area, San Bernardino County, California. Geotechnical investigation and construction monitoring for the Days Inn Hotel, Riverside, California. ` Y Geotechnical investigation and construction monitoring services for the Tomas Rivera Elementary School and Amelia Earhart Middle School. Groundwater monitoring and seismic monitoring for the New Lake Arrowhead Dam, Lake Arrowhead, California. Geotechnical investigation for the Crestline Elementary School and LOE Middle School, Rim of the World School District, San Bernardino County, California. Soil investigation, percolation studies, construction monitoring services and project management for a large retirement community including approximately 8,000 homes, three golf courses, three recreation centers and associated infrastructure, Del Webb Sun City, Palm Desert, California. Site characterization, report review and field exploration for numerous litigation projects for plaintiff and defense. Fault Study Experience: Fault evaluation and project feasibility analysis along a complex area of the San Andreas Fault system for a 2,800 acre development in Coachella, geologic mapping, aerial photo analysis, geomorphic analysis and 5,000+ feet of subsurface trenching. Fault Study, trench logging and analysis for a large residential development in the Desert Haven area of the Coachella Valley. Geologic mapping, trench logging and analysis for a 600-acre residential development within the Cucamonga Fault Zone, Etiwanda area, San Bernardino County, California. Fault evaluation along the San Andreas Fault and seismic induced landslide investigation for a residential development in Highland, San Bernardino County, California. Specific site evaluation of numerous residences subsequent to the 1994 Northridge Earthquake, Los Angeles County, California. HILLTOP GEOTECHNICAL, INC. M. Hulett (Cont.) Page 3 Fault evaluation along the San Jacinto Fault utilizing seismic refraction and magnetometer methods in the Lytle Creek area, San Bernardino County, California. Subsurface fault evaluation of the Banning Fault and seismic lateral spreading assessment of a 450- acre hillside project in Loma Linda, San Bernardino County, California. Subsurface fault investigation including geologic mapping, aerial photo interpretation, trench logging, and seismic refraction analysis along the San Jacinto Fault for a large commercial development Sycamore Flats area, San Bernardino County, California. Numerous fault investigations along the Pinto Mountain fault, Twenty-nine Palms and Yucca Valley. San Bernardino County, California. Other subsurface fault studies in Riverside, San Bernardino and Los Angeles Counties along the San Andreas, Mission Creek, Banning, Casa Loma, Reche Canyon, San Jacinto, Sierra Madre and other faults within Southern California. Mining Experience: Resource evaluation, geologic mapping, for a large sand and gravel operation in the Temescal Canyon area of Riverside County. Geologic mapping and slope stability evaluation for open pit clay mine in the Frazier Park area. Site evaluation and EIR preparation related to a 550-acre site for a large concrete aggregate producer including geologic mapping, mineral identification, subsurface exploration, slope stability evaluation, aggregate reserve calculation and aggregate quality, Soledad Canyon, Los Angeles County, California. L Site evaluation including slope stability and blasting evaluations for project reclamation for an aggregate base and rip-rap operation, Soledad Canyon, Los Angeles County, California. Material quality analysis, groundwater recharge evaluation and slope stability study for a large aggregate facility in Moorpark, Ventura County, California. Slope stability evaluation and settling pond flow study considering static and seismic loading conditions, Azusa facility, Los Angeles County, California. Aggregate quality and reserve evaluations for numerous potential aggregate sites in Southern California. Petrographic analyses for numerous aggregate sites in California and Arizona. Environmental Experience: Phase II investigation and monitoring well installation of hydrocarbon fuel leak with shallow groundwater impacts, Coachella, California. Project management on numerous Phase I investigations, Riverside, San Bernardino, Orange and Los Angeles Counties. Preliminary Endangerment Assessment for the Mountain Shadows Elementary School, Nuview Union School District. Preliminary Endangerment Assessment for the Riverside School No. 29 and No. 30, Riverside Unified School District. Phase II investigation and field sampling of Superlite Circuits, Los Angeles County, California. HILLTOP GEOTECHNICAL, INC. 44 H,: 1 x SAN BERN:\NllINO OFFICE- 786 S.GIFF01W AVENUE,S:1N BERN:IRD[NO, CA 92108 d.curran !h�eotech.com or hilltops nhKeotech.ccnn(909)890-9079 FA)i(909)890-9U:i3 s .HILLTOP GEOTECHNICAL I R(ORPORRTED DONALD L. CURRAN Senior Geotechnical Engineer y EDUCATION B.S., Civil Engineering, University of Illinois, Champaign-Urbana, Illinois, 1968 IPROFESSIONAL REGISTRATION Geotechnical Engineer, GE, 1987, CA Civil Engineer RCE, 1986, CA CERTIFICATES Seismic Hazards Analysis,Association of Engineering Geologist Issues In Forensic Engineering American Society of Civil Engineers, Underground Storage Tank Management Short Course National Water Well Association Quality Geotechnical Lab Testing University of Missouri-Rolla ;a PRINCIPAL EXPERIENCE jMr. Curran has more than 38 years experience in geotechnical engineering and construction materials quality control. His service as staff engineer, project manager. senior engineer, and engineering office manager has provided him with a high degree of technical experience, and effective administration experience and managing projects and technical personnel. Mr. Curran has also acted as expert witness in several legal cases involving soils related distress to property and structures. Mr. Curran has been involved with the geotechnical engineering aspect of many diverse projects. His experience covers a varied range including, highways, parking lots, bridge structures, airport runways, high rise buildings, commercial, industrial, and also single family residential structures. Light industrial experience includes storage tanks, silos, earth dams and embankments, stream channels, storm drains, sewer lines, and ii tunnels. Mr. Curran is also experienced in the testing and design of percolation, sewage disposal and subsurface dewatering systems. These projects incorporated various types of deep and shallow foundation systems. overexcavation and fill placement, excavation shoring, cut and fill slope stabilities, and pavement design. He is also experienced in testing and quality control of construction materials including soils, concrete, hot mix asphaltic(HMA)concrete, and structural steel. PROJECT EXPERIENCE fo Master Plan Development Community: Pulte Homes/Del Webb's Sun City Palm Desert Project This project consisted of a master planned community with over 1,500 acres devoted to upscale, retirement, golf r` course. gated community living. The project in Palm Desert represents one of Del Webb's premier retirement Y g• p' j p communities. Mr. Curran has been involved in numerous aspects of this large retirement community, including project management, geotechnical engineering and construction testing services. t D. Curran(Cont.) Page 2 Pulte Homes/Del Webb's Sun City Shadow Hills Project This project consists of a master planned community with over 800 acres devoted to upscale, retirement, golf course. gated community living. The on-going project in Indio represents one of Pulte Homes premier retirement communities. Mr. Curran has been involved in numerous aspects of this large retirement community. including project management. geotechnical engineering and construction testing services. Residential Development: Puke Homes - Project management, geotechnical engineering and construction testing services for several large residential tracts Victorville, Beaumont, Rancho Cucamonga, Corona and Apple Valley. Beazer Homes - Project management, geotechnical engineering and construction testing services for several large residential tracts in Moreno Valley, Corona and Temescal Canyon, Riverside County, California. Premier Homes - Project management, geotechnical engineering and project review for numerous residential tracts in Los Angeles, Riverside and San Bernardino Counties. Costain Homes - Project management, geotechnical engineering and construction testing services for several large residential tracts, Victorville and Apple Valley, San Bernardino County, California. Stone Pacific Development-Project management, geotechnical engineering and construction testing services for a large residential tract in Beaumont, Riverside County, California. Concord Development - Geotechnical engineering, project management and construction testing for residential tract in Placentia, Orange County, California. Chaparral Development - Project management and construction testing for a residential tract in Anaheim Hills, Orange County, California. Street Improvement: Haven Avenue widening between the I-10 and the I-60 in Ontario, California:Geotechnical Study. Washington Blvd. widening north of the I-10 in Sun City Palm Desert, California: Geotechnical Study. Bridges: Geotechnical Study and Construction Observations and Testing Services Rio Rancho Road bridge over the Chino Valley Freeway(State Route 71)in Pomona, California. Gypsum Canyon Road bridge over the Santa Ana River in Yorba Linda., California. Rt, Geotechnical Study: Haven Avenue bridge widening over the I-60 in Ontario, California. SPT Co. RR bridge over Haven Avenue in Ontario, California. Red Hill Avenue bridge over the I-5 in Tustin, California. SPT Co. RR bridge over Lincoln Avenue in Anaheim, California. Highway bridge over BN & SF Railroad, The Gateway Center Project, Box Springs Area of Riverside County, California. Channel Improvements: Deer Creek Channel In Vicinity of I-60 in Ontario, California: Geotechnical Study. Lytle Creek Levee Evaluation in the Vicinity of I-15 in the Devore Area, San Bernardino County, California: Geotechnical Study. Marshall Creek Channel, North of Cougar Ranch Road, in Beaumont, Riverside County, California: Geotechnical Study. HILLTOP GEOTECHNICAL, INC. D. Curran (Cont.) Page 3 Shoring: Triad Complex in Salt Lake City, Utah:Geotechnical Study and Construction Observation and Testing. Fontana Steel Co. in Orem, Utah: Geotechnical Study and Construction Observations and Testing. Office Building in Venice, California: Geotechnical Study and Construction Observations and Testing. Office Building Complex in Park City, Utah: Geotechnical Study and Construction Observations and Testing. Storm and Sanitary Sewers: Euclid Street between Ball Road and Garden Grove Blvd. in Anaheim and Garden Grove, California: Geotechnical Study. Expert Witness Projects (Partial Listing): Wilson Residence, El Cerritos Area of Riverside County, CA; Represented Plaintiff. William Patchen and Sharon Patchen, Plaintiffs vs Cardinal Construction, Inc., et. al., Defendants, and all related Cross-Actions, Little Rock Area,Los Angeles County, CA; Represented Plaintiff. Thad Brown and Sharon Brown, et. al., Plaintiffs vs Brighton-Brannon Yorba Linda Associates, et. al., Defendants and Irwin Laskey and Karen Laskey, et. al., Plaintiffs vs Brighton-Brannon Yorba Linda Associates, et. al., Defendants, and Takaeshi Asayama and Keiko Asayama, et. al., Plaintiffs vs Brighton-Brannon Yorba Linda Associates, et. al., Defendants, Yorba Linda, Orange County, CA;Represented Subcontractor Concrete Supplier, Cross-Defendant. Morrison Ranch Estates Homeowners' Association, Plaintiffs vs Morrison Associates, a Limited Partnership, et. al., Defendants, and all related Cross-Actions, City of Agoura Hills, Los Angeles County, CA; Represented a Utility Subcontractor, Cross-Defendant. Jamboree Promenade Limited Partnership, et. al., Plaintiffs vs Howard Platz, Inc., et. al., Defendants. and all related Cross-Actions, Irvine, Orange County, CA; Represented Plaintiff. Brent Switzer, et. al., Plaintiffs; Big Bear City, Riverside County, CA; Represented Plaintiff. I HILLTOP GEOTECHNICAL, INC. CALTRANS CERTIFICATIONS k HILLTOP GEOTECHNICAL, INC. STATE OF CALIFORNIA-BUSINESS,TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARZENEGGER,Govemor DEPARTMENT OF TRANSPORTATION District 08—Materials Engineering �h�z y.. 464 W.Fourth Street,6a'Floor • San Bernardino,CA 92401-1400 CALTRANS QUALIFIED LABORATORY INSPECTION REPORT Form TL-0113(Southall IA,01-06) Expiration date: July 1, 2010 Inspection by: David K. Farden IA No.: 081 Phone: (909)383-4619 File: Materials Cate:o 500 Laboratory: Hilltop Geotechnical, Inc Address: 786 South Gifford Avenue City: San Bernardino State: CA Zip: 92408 Lab Manager: Donald L. Curran,P.E. e-mail: hilltopg@hgeotech.com Phone#: (909) 890-9079 Fax#: (909)890-9055 A certified Independent Assurance(IA) Sampler and Tester visited this laboratory on July 1, 2009. Only equipment to be used on Caltrans construction projects and/or local construction projects on the National Highway System projects was checked for qualification. At the time of Caltrans Qualification, this laboratory had all necessary equipment to perform the tests methods indicated below. Testing personnel shall be Caltrans Qualified and possess a current Caltrans Certificate of Proficiency Form TL-0111 prior to performing any sampling or testing. CT105 CT201 CT202 CT216 CT217 CT 226 CT301 CT304 CT308 CT366 CT382 CT521 A visual check was performed and documents provided as necessary for the following items: ►� Facility'Safety Manual ►� Laboratory Procedures Manual ® Laboratory Quality Control Manual ® Proper Test Equipment ® Copies of current applicable test procedures ® Calibration and Service Documentation Q Calibration/Service stickers affixed to test equipment / Laboratory Qualification is valid for one year �.( On July 1, 2009 this laboratory was qualified by: David K. Farden District 81, Independent Assurance Certificates Kevin Beath ACI Concrete Laboratory Testing Technician — Grade I ACI Concrete Field Testing Technician — Grade I Nuclear Gauge Operator Training Michael Carrillo Construction Inspection / Introduction (Concrete) Construction Inspection / Introduction (Structural Steel & Welding) Construction Inspection / Masonry ACI Concrete Field Testing Technician — Grade I Reinforced Concrete Special Inspector Exam Reinforced Concrete Special Inspector Robert Farmer ACI Concrete Field Testing Technician — Grade I Nuclear Gauge Operator Training Michael Boyd Nuclear Gauge Operator Training Jeff Lantosh ACI Concrete Field Testing Technician — Grade I Nuclear Gauge Operator Training El . ....' Y.A."pt• ' ** .. '. l' .• • J 0:*., ... . , •'- .- 46 ', ' ,rea • , 11"0.;;Kii.:•ti.: ' , ' .' ,,;7;;'.1'.• • , Tn. .1, ..,. . CV PIZ i el ew Le ;r4 1 El'14 MI &114 Owl Q.) *4 •11.1 CIO te) I e• b) # CI) z 01-4 .... .... 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'. �, \. Yr M1 �.oy .gf,.r,•a t t `1 w .,J^ I v -� :�.Y. ,'}.w °':. ' f ,r At.,4 -ti.. LOCAL PROJECT EXPERIENCE I ggg... HILLTOP GEOTECHNICAL,INC. i LOCAL PUBLIC WORKS PROJECTS County of San Bernardino-Special Districts: HGI has provided geotechnical services including limited geotechnical studies, field and laboratory testing of soils, aggregates, concrete and asphalt services on the following projects for the County of San Bernardino-Special Districts: Spring Valley Limited Geotechnical Services, Geotechnical Sewer Project Drilling, Lytle Creek Water Basin Special Inspection, Compaction testing of soils and laboratory quality assurance testing of project materials. Cedar Glen Area Geotechnical services along 15,200 feet of new Cut Slope Evaluation waterline. Sugarloaf& Meadow Park Limited Geotechnical Services, Geotechnical Ballfield Lighting Project Investigation. Park Moabi Geotechnical Services, Percolation Testing Existing Facultative Ponds New Fire Station#10 Special Inspection, Observation& Testing of soils Beekley Road, Phelan and laboratory quality assurance testing. Audit'Mackay Park Site Geotechnical Services, Geotechnical Investigation Community-Lake Arrowhead { Cedar Glen Area Special Inspection, Observation&Testing of soils Phase I Waterline Project and laboratory quality assurance testing. New Water Tank Geotechnical Services, Geotechnical Investigation Tank Site CSA 70 Zone L Reservoir#1 County of San Bernardino: HGI has provided geotechnical services including limited geotechnical studies, field and laboratory testing of soils, aggregates, concrete and asphalt services on the following projects for the County of San Bernardino's A & E, Flood, and other departments: HILLTOP GEOTECHNICAL, INC. Town of Rimforest Geologic Conditions and Geotechnical Feasibility, Mitigation-Evaluation Study, Hydrology / Hydraulic Study, Geologic/Geotechnical Seismic Analysis, Landslide Assessment, and a required Landside Hydrogeology Assessment. Fontana Courthouse Special Inspection, Compaction testing of soils and laboratory quality assurance testing of z project materials. Crestline Library Special Inspection, Compaction testing of soils and laboratory quality assurance testing of project materials. Phoenix Clinic Plan review. Victorville Court House Compaction testing of soils and laboratory quality assurance testing of project materials. San Bernardino Court House Geotechnical study. Glen Helen Rehab. Center Compaction testing of soils and laboratory quality assurance testing of project materials. Arden Ave. Compaction testing of soils and laboratory quality assurance testing of project materials. Apple Valley Airport Compaction testing of soils and laboratory quality assurance testing of project materials. City of San Bernardino: HGI has provided geotechnical services including limited geotechnical studies, field and laboratory testing of soils, aggregates, concrete and asphalt services on ' ' the following projects for the City of San Bernardino Public Works Department: G and Date Street fl ' Rehabilitation Project Compaction testing of soils and laboratory 1 7,r, quality assurance testing of project materials. E Street Pavement 7. Rehabilitation Project Limited geotechnical study. ki ` HILLTOP GEOTECHNICAL, INC. fit. C F� r?: Industrial Parkway, Tippecanoe Ave and I St. Limited geotechnical study. e Cedar St, Canyon Dr. And Wallace Court Limited geotechnical study. I 215 Freeway Rehabilitation Limited geotechnical study. k Irvington Storm Drain Compaction testing of soils and laboratory quality assurance testing of project materials. 'tl '' City of Redlands: HGI has provided geotechnical services including limited geotechnical studies, field and laboratory testing of soils, aggregates, concrete and asphalt, and - ICC/ICBO special inspection services on the following projects for the City of Redlands: South Avenue Retaining Wall Limited geotechnical study. San Mateo Street Compaction testing of soils and asphalt, and :a University Avenue laboratory quality assurance testing of project Brockton Street materials. Pinn & Karon Street Compaction testing of soils and asphalt, and laboratory quality assurance testing of project materials. Mentone Blvd. Compaction testing of soils and asphalt, and laboratory quality assurance testing of project materials. CIP-2-0723 Compaction testing of soils and asphalt, and y Sewer Pipeline Replacement laboratory quality assurance testing of project materials. 1 CIP-1-0722 Compaction testing of soils and asphalt, and Water Pipeline Replacement laboratory quality assurance testing of project imaterials. Tate Water Treatment Plant Compaction testing of soils and asphalt, and Effluent Pipeline Replacement laboratory quality assurance testing of project materials. HILLTOP GEOTECHNICAL, INC. A Redlands Country Club Compaction testing of soils and asphalt, and Potable Water System laboratory quality assurance testing of project materials. 1350 Zone Reservoir Compaction testing of soils and asphalt, and Transmission Pipeline laboratory quality assurance testing of project materials. t Zone 1300 & 1520 Compaction testing of soils and asphalt, and Non-Potable Water System laboratory quality assurance testing of project materials. North Orange Wellfield Compaction testing of soils and asphalt, and Transmission Pipeline laboratory quality assurance testing of project materials. City of Riverside: HGI has provided geotechnical services including limited geotechnical studies, field and laboratory testing of soils, aggregates, concrete and asphalt, and R, ICC/ICBO special inspection services on the following projects for the City of Ni 1 Riverside Public Works and Public Utilities Department: r Tequesquite Sewer Limited geotechnical study. Mission Inn Blvd. Asphalt coring and analysis. Hole Lake Dam Culvert Geotechnical study. Myrtle-Rockledge Sewer Limited geotechnical study. Y Hunter Park Compaction testing of soils and asphalt, asphalt batch plant inspection, ICC/ICBO Special Inspection, and laboratory quality assurance a testing of project materials. Alessandro Ave. Compaction testing of soils and asphalt, and y laboratory quality assurance testing of project materials. IColumbia Ave. Compaction testing of soils and asphalt, and laboratory quality assurance testing of project materials. i trs HILLTOP GEOTECHNICAL, INC. w' Evergreen Cemetery Compaction testing of soils and asphalt, and laboratory quality assurance testing of project t materials. University Ave. Compaction testing of soils and asphalt, and laboratory quality >, y q y assurance testing of project materials. ''" rd Sedwick Sewer Compaction testing of soils and asphalt, and r, laboratory quality assurance testing of project Imaterials. Columbia Channel Compaction testing of soils and asphalt, asphalt batch plant inspection, ICC/ICBO Special Inspection, and laboratory quality assurance testing of project materials. City of Highland: HGI has provided geotechnical services including limited geotechnical studies, field and laboratory testing of soils, aggregates, concrete and asphalt services on the following projects for the City of Highland: Community Center Geotechnical study, compaction testing of soils, concrete placement observations, ICC/ICBO 0 Special Inspection, and laboratory quality assurance testing of project materials during construction. , Library / Cultural Learning Center (DSA Project) Geotechnical study, compaction testing of soils, concrete placement observations, ICC/ICBO Special Inspection, and laboratory quality assurance testing of project materials during construction. Corporate Yard Geotechnical study, compaction testing of soils, concrete placement observations, ICC/ICBO Special Inspection, and laboratory quality 0. assurance testing of project materials during construction. HILLTOP GEOTECHNICAL, INC. i P. t. „.„ City of Moreno Valley: HGI has provided geotechnical services including limited geotechnical studies, field and laboratory testing of soils, aggregates, concrete and asphalt services on the following projects for the City of Moreno Valley. Iris Avenue Improvements Laboratory testing, field observations and in-place density testing during the construction operations for the pavement subgrade, aggregate base materials and asphalt concrete placement. Dracaea Ave. Improvements Laboratory testing, field observations, concrete testing, asphalt concrete batch plant inspection, and in-place density testing during the construction operations. Tea 21 Aqueduct Bike Trail Improvements Performed a geotechnical study for the design and construction of the proposed bike trail. City of Colton: t: HGI has provided geotechnical services including limited geotechnical studies, field and laboratory testing of soils, aggregates, concrete and asphalt services on the following projects for the City of Colton Public Works Department: 0 Megawatt Power Plant Geotechnical study. Fire Station#1 Training Tower Geotechnical study. Center Street Improvements Compaction testing of soils and asphalt, and laboratory quality assurance testing of project materials. RECENT LOCAL PROJECTS OF MERIT Highland Regional Library and Environmental Learning Center consists of a two-story steel framed structure that includes a Roof Top Garden. The project is located within the 32,000 Square Foot, $12.4 Million Dollar Highland Community Center in Highland, California. HGI has been involved with all of the City of Highland's Community Center's development. The Community Center consists of numerous buildings housing the HILLTOP GEOTECHNICAL, INC. at ii YMCA, the Regional Library, the City Yard, and the Sports Complex with 4 Baseball fields, 1 Soccer field, along with the Olympic size swimming pool. Our services have included Geotechnical and Geologic design studies, plan reviews, percolation testing for retention basin design, grading observation and testing services, laboratory testing services, and post-grading inspection and testing 1 services. Special Inspections services have also been required during the building construction specifically for the rebar and concrete placement as well as the structural steel frame erection, steel member fabrication and field and shop welding. Glen Helen Regional Park in Devore Area of San Bernardino, California: HGI completed a Geotechnical study for the design of the pedestrian bridge over an arm of the lake located within the park. The scope of work included a subsurface exploration to characterize soil and groundwater conditions, sampling of on-site earth materials, laboratory testing of the selected materials, and defining the general geology of the site. HGI provided engineering analysis and presented our conclusions and foundation design recommendations in our final report. 1 Del Webb's Rancho Diamante in Hemet, California. The project is a 28,000 square foot clubhouse. Amenities are specifically designed for active adult living, with state-of-the-art fitness equipment,an indoor and outdoor pool complex,tennis courts, bocce ball, and various other activities. HGI has provided all the geotechnical construction inspection and testing services for the project. Our involvement included concrete, masonry, welding, fireproofing, and/or structural illsteel inspection services during the clubhouse construction. Pulte Homes-Shadow Hills is a master planned community located in Indio, t;'; California. This project is still being developed and consists of the on-going construction of approximately 2,500 single family dwellings, recreation centers, club houses, two golf courses, bridges, arch culverts, a fire station, and park sites. HGI has been involved with the project since its inception and began work during the land acquisition phase in the summer of 2002.r HGI has provided all the geotechnical and construction inspection and testing services for the project. Our involvement included:environmental and geotechnical { design studies, testing and observation during the grading and post-grading of the site. We also provided concrete, masonry, welding, and/or structural steel inspection services during the construction of the golf club houses, recreation centers, and a fire station. Finally, HGI provided all the required special inspection and laboratory testing services for the concrete post-tension construction of house slabs. Mk HILLTOP GEOTECHNICAL, INC. 1 n C .,_:,.;,:*:::,....„,,,,,..:,. - • • ai C W it *` O 3 W }� ., O O O Y CD t0 RS CD 9 d t0 m - .k JD 6)Y g ,a,:f E 13 . ' C L■ •- I"_ L MM pp i . - Aa L , Y, A y L L O a al • RS R- c •— 3 al O W C) i Ili 0 = v, .._ V Ts 73 cc � C� �/� _ W W / � w ' O' = o o L. LLI a I YI w V V a •... 4 • p Hz, = t C a • - Q c o d V ' :.-.`,1--,k;' •ME IS t f o• F m a i., W � 0 <0 O. O C �;�^ ,M •r' ' '' ''..t01.1,+! 4-0 � L t t * ^w ' dL) v , h s s .+fi! . ff z- T ;,r y r1f c �' r i1 v ..� — • n V . •v f ,( i� N v. C �� 0 Lm � a) Y O p 00 ca _ ,� a «. N O -16 L p2 ca a) t' L. :k t r E ATTACHMENT "2" TO EXHIBIT "A" 786 S.GIFFORD AVENUE • SAN BERNARDINO • CALIFORNIA 924(0 hilltopg @hgeotech.com • FAX 909-890-9055 • 909-890-9079 HILLTOP GEOTECHNICAL INCORPORATED May 24, 2010 City of San Bernardino P10077-Fee Schedule Public Works Division-Development Services Department 300 North `D' Street, Third Floor San Bernardino, CA 92418 Attention: Mr. Michael Grubbs, P. E., Project Manager Subject: "Schedule of Prices" and our "Schedule of Fees - 2010" to be accompanied with our Proposal for Public Works On-Call Geotechnical Investigation and Construction Material Testing Services, City of San Bernardino, California. Reference: Request for Proposals to Provide Professional Services for Public Works On-Call Geotechnical Investigations and Construction Material Testing Services; Prepared by the Public Works Division of the Development Services Department, City of San Bernardino, Dated April 10, 2010. Hilltop Geotechnical,Inc.is pleased to submit your completed"Schedule of Prices" and our 2010"Schedule of Fees"for Professional Services for On-Call Geotechnical Investigations and Construction Material Testing Services; Materials and Soils Inspection and Testing Services for Public Works Division of the Development Services Department, City of San Bernardino. We anticipate that you will require various soil and/or materials technician/licensed deputy inspection services and laboratory testing services. Hilltop Geotechnical, Inc. truly looks forward to continue to provide our professional services. If there are any questions after reviewing the enclosed information, please do not hesitate to call me at (909) 890-9079, at your convenience. Respectfully submitted, HILLTOP GEOTECHNICAL, INC. Mark Hulett President SCHEDULE OF PRICES ON-CALL GEOTECHNICAL INVESTIGATIONS AND 4: CONSTRUCTION MATERIAL TESTING SERVICES .I 1"rY OF San Bernar inn May 24, 2010 (To be submitted in a sealed envelope separate from proposal documents) The undersigned Proposer, if offered, hereby certifies that it will execute the attached Agreement for Services and accept an annual purchase order effective on the date the Agreement is approved by the Mayor and Common Council and running through June 30, 2011 for Geotechnical Investigations and Construction Material Testing Services for Capital Improvement Projects on an as-needed basis with no guaranteed usage. The undersigned Proposer understands that, if exercised by the City, an optional one- year extension, as provided in the agreement, shall be effective on or about July 1, 2010 and running through June 30, 2011, and that actual option year pricing shall be negotiated with the Proposer prior to exercising of any given option year; however, the option year extension shall not become effective until issuance by the City of a duly authorized Purchase Order. Please provide detailed Firm Fixed Prices in the spaces provided on Sheet 2 of this Schedule of Prices. Indicate any other incidental or additional Prices required for complying with the Technical Specification requirements in the space provided below. Are there any other additional or incidental prices, which will be required by • r firm in order to meet the requirements of the Technical Specifications? Yes a or No). If you answered "Yes", please provide details of said additional prices: Traffic control varies considerably from place to place and this cost does not include flagman or rental signage. This offer shall remain firm for 90 days from RFP closing date. Terms and conditions as set forth in this RFP apply to this submittal. Page 1 of 3 Schedule of Prices for On-Call Geotechnical Investigations and Construction Material Testing 05/24/2010 Estimated Annual Unit Description Unit Price Total Price Quanti v 1,000 ea Compaction Testing (1 -4 per site visit) including curves. 163 163,000 1,000 ea Compaction Testing (5 -20 per site visit) including curves. 140 140,000 200 ea Compaction Testing (20+ per site visit) including curves. 99 19,800 20 set Concrete Cylinders (includes collection, tests and report) 400 8,000 20 ea Asphalt Extractions 163 3,260 40 ea Asphalt Compaction 160 6,400 40 ea Soil Gradation/Screen Analysis 105 4,200 500 hr Grading Observation 96 48,000 200 hr Engineering Geological Investigation & Consulting 160 32,000 40 ea Soil Boring to 15' 250 10,000 40 ea Pavement Bore (Asphalt) 165 6,600 40 ea Concrete Core 165 6,600 TOTAL ESTIMATED ANNUAL COST 447,860 Page 2 of 3 SCHEDULE OF PRICES (Continued) ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES In signing this offer, Proposer warrants that all certifications and documents requested herein are attached and properly completed and signed. /27 Authorized Signature: �. Print Signer's Name and Title: Mark Hulett President Date Signed: 5/24/10 Company Name &Address: Hilltop Geotechni cal , Inc. 786 S. Gifford Avenue San Bernardino, CA 92408 Phone: 909-890-9079 Fax: 909-890-9055 Page 3 of 3 P10077. Fee Schedule May 24, 2010 Page No. 1 SCHEDULE OF FEES CITY OF SAN BERNARDINO-2010 PERSONNEL CHARGES Prevailing Wage Prevailing Wage - Soils & Mat. Technician, per hour (2 hour min.) . . . . $96.00 Prevailing Wage - ICC Deputy Inspector, per hour (4 hour min.) $98.00 Prevailing Wage - UltraSonic Inspector, per hour (4 hour min.) $108.00 Prevailing Wage - Field Supervisor, per hour $108.00 Non-Prevailing Wage Drafting, per hour $65.00 Labor, per hour $75.00 Sample Pick-up, per hour $70.00 Word Processing / Clerical, per hour $62.00 Senior Engineer-Certified (GE, CE), per hour $160.00 Field Engineer Non-Certified, per hour $125.00 Engineering Geologist-Certified (CEG, RG), per hour $160.00 Geologist Non-Certified, per hour $125.00 Inspector - ICC, per hour $78.00 Project Manager, per hour $110.00 Supervisor, per hour $110.00 Technician - Geologic, per hour $76.00 Technician - Concrete, Per hour $76.00 Technician - Grading, per hour $76.00 Technician - Senior Grading, per hour $82.00 Technician - Manometer, per hour $76.00 Technician - Material, per hour $76.00 Technician - Post Grading, per hour $76.00 Te&nician - Office, per hour $76.00 Technician - Sr. Office, per hour $82.00 Outside Drilling, Seismic Survey, or Coring Service Cost Plus 15% HILLTOP GEOTECHNICAL, INC. P10077. Fee Schedule May 24, 2010 Page No. 2 SCHEDULE OF FEES CITY OF SAN BERNARDINO-2010 LABORATORY TESTING FEES Soil Testing Chloride Test (CT422), ea $80.00 Chunk Density & Moisture Content Test (ASTM D1188, D2216), ea . . . $25.00 Consolidation Test (ASTM D5333), ea a) Consolidation - full $155.00 b) Consolidation - Remold $40.00 c) Consolidation - Single Point $80.00 Corrosion Analysis Test (pH, Redox, Min. Resistivity, Sulfide), ea . . . . $145.00 Direct Shear Test (ASTM D3080) a) Direct Shear - In-Situ, 3 Points $165.00 b) Direct Shear - Remold, 3 points $205.00 Expansion Index Test (ASTM D4829), ea $115.00 Maximum Dry Density / Optimum Moisture Content Test (ASTM D1557, CT216), ea $150.00 Check Point (ASTM D1557), ea $50.00 Moisture Content Test (ASTM D2216, CT 226), ea $15.00 Organic Content Test (ASTM D2974), ea $35.00 Permeability Test, Constant Head (ASTM D2434, CT220), ea Quote Permeability Test, Falling Head (ASTM D5084, CT220), ea Quote Atterberg Limits Test (ASTM D4318, CT204), ea $120.00 Resistance Value Test (R-Value) of Soil / Aggregate Base (ASTM D2844, CT301), ea $260.00 Minimum Electrical Resistivity Test, ea $105.00 Ring Moisture & Density Test (ASTM D2937, D2216), ea $20.00 Sand Equivalent Test (ASTM D4219, CT217), ea $100.00 Sieve Analysis Test -3/4" to Clay (ASTM D422, CT202 / CT203), ea . . . $215.00 Sieve Analysis Test -3/4" to -#200 (ASTM D422,CT202), ea $105.00 Sieve Analysis Test - #200 (ASTM D1140), ea $85.00 Specific Gravity of Soils (ASTM D854, CT209), ea $150.00 Sulfate Test (CT417), ea $65.00 Turbidity Test, ea $25.00 Unconfined Compression Test of Cohesive Soil (ASTM D2166), ea $75.00 Determination of Cement or Lime Content in Treated Aggregate Base By Titration Method (CT338), ea Quote HILLTOP GEOTECHNICAL, INC. P10077. Fee Schedule May 24, 2010 Page No. 3 SCHEDULE OF FEES CITY OF SAN BERNARDINO-2010 Concrete / Masonry Testing Cylinder Compression Test, 6"x12" Cylinder, Including Hold Specimens (ASTM C39, CT521), ea $28.00 Core Compression Test, 3" to 6" dia. (ASTM C42, CT521), ea $33.00 Cylinder / Core Trim Charge, ea $10.00 Grout Sample Compression Test, 3"x3"x6" Specimens, Including Hold Specimens, ea $33.00 Mortar Sample Compression Test, 2"x4" Cylinders, Including Hold Specimens, ea $33.00 Flexural Strength of Concrete Using Simple Beam with Center-Point Loading Test (ASTM C293, CT 523), ea $85.00 Modulus of Rupture, Flexural Strength of Concrete Using Simple Beam with Third-Point Loading (ASTM C78), ea $85.00 Split Tensile Test, 6"x12" Cylinder (ASTM C496), ea $70.00 Compression Strength of Concrete Masonry Unit (CMU) Test (Average of 3 Required by ASTM), ea $60.00 Absorption of Concrete Masonry Unit (CMU) Test (Average of 3 Required by ASTM), ea $30.00 Compressive Strength of Composite Masonry Prism Test up to 8"x16", per unit $190.00 Asphalt Testing Asphalt Content - Ignition Oven, Premixed AC Sample (CT382), ea $163.00 Asphalt Content / Gradation - Ignition Oven, Premixed AC Sample (CT202, CT382), ea $200.00 Hveem Specific Gravity / Stability Value, Premixed AC Sample (CT308, CT366), ea $180.00 Hveem Stability Value - Premixed AC Sample (CT366), ea $120.00 Hveem Specific Gravity / Stability Value (Rubberized Asphalt), Premixed AC Sample (CT308, CT366), ea $210.00 Hveem Stability Value (Rubberized Asphalt) - Premixed AC Sample (CT366), ea $150.00 Specific Gravity of Hveem or Core Sample -Uncoated (CT308), ea $45.00 Specific Gravity of Hveem or Core Sample -Coated (CT308), ea $65.00 Asphalt Content in Premixed AC Sample by Vacuum Extraction (CT362), ea Quote Recommended Optimum Bitumen Content - AC Mix Design (CT367), ea Quote HILLTOP GEOTECHNICAL, INC. P10077. Fee Schedule May 24, 2010 Page No. 4 SCHEDULE OF FEES CITY OF SAN BERNARDINO-2010 Aggregate Testing Specific Gravity and Absorption - Coarse Aggregate (ASTM C127, CT206), ea $110.00 Specific Gravity and Absorption - Fine Aggregate (ASTM C128, CT207), ea $150.00 Sodium or Magnesium Sulfate Soundness Fine or Coarse Aggregate (ASTM C88, C214), per sieve size tested $65.00 Los Angeles Abrasion - Small Size Coarse Aggregate (ASTM C131, CT211), ea $220.00 Los Angeles Abrasion - Large Size Coarse Aggregate (ASTM C535, CT211), ea $240.00 Durability Index Fine or Coarse Aggregate (CT229), ea $160.00 Potential Reactivity of Aggregate - Chemical Method (ASTM C289), ea $375.00 Petrographic Examination Fine to Coarse Method (ASTM C295), ea $1,400.00 Gradation of Aggregates (ASTM C136) (CT202) Fine Aggregate, Dry Sieve, ea $85.00 Fine Aggregate, Washed Sieve, ea $115.00 Coarse Aggregate, Dry sieve, ea $85.00 Coarse Aggregate, Washed Sieve, ea $115.00 Combined Aggregate, Dry Sieve, ea $150.00 Combined Aggregate, Washed sieve, ea $200.00 Material Finer than #200 Sieve(ASTM C117), ea $75.00 Sand Equivalent Test (ASTM D2419) (CT217), ea $105.00 Flat and Elongated Particles (ASTM D4791), ea $200.00 Clay Lumps and Friable Particles (ASTM C142), ea $100.00 Lightweight Particles (ASTM C123) Coat / Lignite (sp gr = 2.00), ea $100.00 Chert (sp gr = -2.4), ea $100.00 Organic Impurities in Fine Aggregate (ASTM C40, CT213), ea $65.00 Cleanness Value (CT227), ea $160.00 Unit Weight / Calculated Voids (Fine / Coarse / Mixed Aggregates) (ASTM C29), ea $140.00 HILLTOP GEOTECHNICAL, INC. P10077. Fee Schedule May 24, 2010 Page No. 5 SCHEDULE OF FEES CITY OF SAN BERNARDINO-2010 Aggregate Testing Continued Resistance Value Test (R-Value) of Soil / Aggregate Base Material (ASTM D2844, CT301), ea. $260.00 Operation of California Profilograph and Evaluation of Pavement Profiles (CT526), per hr. $250.00 Potential Alkali Reactivity of Cement-Aggregate Combinations (Mortar-Bar Method) (ASTM C227) Quote Potential Volume Charge of Cement-Aggregate Combination (ASTM C342) Quote Potential Reactivity Rock Cylinder Method (ASTM C586) Quote Length Change Due to Alkali-Carbonate Reactivity (ASTM C1105) Quote Potential Reactivity Mortar Bar (ASTM C1260) Quote Potential Expansion of Aggregates from Hydration (ASTM D4792) Quote Aggregate Sampling, Staff Geologist / Engineer (Portal to Portal), per hour $105.00 Mileage, per mile $0.50 Sample preparation, packaging, and delivery for shipping for outside services, per hour $60.00 Registered Geologist / Engineer for Test Result Evaluation, Report Preparation, Consultation, etc., per hour $145.00 Reinforcing Steel (ASTM A615) Tensile Test #11 or Smaller, per test $55.00 Bend Test#11 or Smaller, per test $50.00 Tensile Test #12 to #18, per test Quote Bend Test#12 to #18, per test Quote Fireproofing Tests Oven Dry Density, per sample $55.00 HILLTOP GEOTECHNICAL, INC. P10077. Fee Schedule May 24, 2010 Page No. 6 SCHEDULE OF FEES CITY OF SAN BERNARDINO-2010 FIELD EQUIPMENT CHARGES Concrete Air meter, Pressure or Volumetric, per day $25.00 Concrete Unit Weight Kit, per day $25.00 Concrete Core Drill, per day $75.00 Pachometer, per day $25.00 Schmidt Hammer, per day $50.00 Windsor Probe, per test location 3-Shot Probe Location $60.00 1-Shot Probe Location $25.00 OUTSIDE SERVICES Concrete /Asphalt Cutting/ Coring Services Cost ± 15% Geotechnical Drilling Services Cost + 15% Seismic Survey Cost + 15% Materials Purchase Cost + 15% Dozer or Tow Truck Cost + 15% Outside Laboratory Testing Services Cost + 15% Rental of Equipment Cost + 15% Shipping Cost + 15% MINIMUM CHARGES Engineering Technician 2 hours Registered Inspector,7AM to 11AM 4 hours Work past 11AM or Over 4 Hours 8 hours Show Up and No Testing or Inspection 2 hours Cancellation of Work After 3:30 pm on previous day 2 hours SHIFT DIFFERENTIAL Second Shift (2PM-12PM) 5.00/hour Third Shift (10PM-8AM) 8.00/hour HILLTOP GEOTECHNICAL, INC. P10077. Fee Schedule May 24, 2010 Page No. 7 SCHEDULE OF FEES CITY OF SAN BERNARDINO-2010 OVERTIME Overtime at the rate of 1.5 times the applicable hourly rate will be charged for any time in excess of 8 hours and less than 12 hours in any one day , Monday through Friday, and time before 6:00 a.m. or after 6:00 p.m. and for Saturday work up to 8 hours. Work performed in excess of 12 hours on Monday through Friday, in excess of 8 hours on Saturday, and all work on Sundays or Company recognized Holidays will be charged at 2.0 times the applicable hourly rate. COMPANY RECOGNIZED HOLIDAYS New Year's Day Labor Day Independence Day Veteran's Day President's Day Thanksgiving Day Memorial Day Day After Thanksgiving Christmas RE-ISSUE OF REPORTS Copies of reports in excess of six will be charged at the rate of 25¢per sheet copied. One copy of Inspection reports will be left at the project when the inspection is completed. OUTSIDE SERVICES Professional services, equipment, or tests not provided by Hilltop Geotechnical, Inc. and any unusual items of expense not customarily incurred in our normal operations will be charged at cost plus 15 percent. ACTUAL TIME & COSTS INCURRED In accordance with your request, we are pleased to provide you with our Schedule of Fees for your upcoming projects. The cost of our services will be invoiced in accordance with the attached fee schedule utilizing our rates shown in the Appendix and will reflect only the actual time and costs incurred. HILLTOP GEOTECHNICAL, INC. EXHIBIT B AGREEMENT FOR SERVICES FOR ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING THIS AGREEMENT is made and entered into this day of 2010 ("Effective Date"), by and between the CITY OF SAN BERNARDINO, a charter city ("City"), and NINYO &MOORE, INC. ("Consultant"). WITNESSETH : A. WHEREAS, City proposes to have Consultant perform the On-Call Geotechnical Investigations and Construction Material Testing described herein below; and B. WHEREAS, Consultant represents that it has that degree of specialized expertise contemplated within California Government Code, Section 37103, and holds all necessary licenses to practice and perform the services herein contemplated; and C. WHEREAS, City and Consultant desire to contract for specific services in connection with the project described below (the "Project") and desire to set forth their rights, duties and liabilities in connection with the services to be performed; and D. WHEREAS, no official or employee of City has a financial interest, within the provisions of California Government Code, Sections 1090-1092, in the subject matter of this Agreement. NOW, THEREFORE, for and in consideration of the mutual covenants and conditions contained herein,the parties hereby agree as follows: 1.0. SERVICES PROVIDED BY CONSULTANT 1.1. Scope of Services. Contractor shall furnish On-Call Geotechnical Investigations and Construction Material Testing to City in accordance with Attachment 1 "Scope of Services" and the Contractor's proposal dated May 17, 2010, attached and incorporated herein. 1.2. Professional Practices. All professional services to be provided by Consultant pursuant to this Agreement shall be provided by personnel experienced in their respective fields and in a manner consistent with the standards of care, diligence and skill ordinarily exercised by professional consultants in similar fields and circumstances in accordance with sound professional practices. Consultant also warrants that it is familiar with all laws that may affect its performance of this Agreement and shall advise City of any changes in any laws that may affect Consultant's performance of this Agreement. 1.3. Warranty. Consultant warrants that it shall perform the services required by this Agreement in compliance with all applicable Federal and California employment laws including, but not limited to, those laws related to minimum hours and wages; occupational health and safety; fair employment and employment practices; workers' compensation S:\_Engineering\RFCA's\2010 All\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Ninyo& Moore\Ninyo&Moore Agreement Geotech and Constr Material Testing 10-04-10.doc 1 EXHIBIT B 'insurance and safety in employment; and all other Federal, State and local laws and' ordinances applicable to the services required under this Agreement. Consultant shall indemnify and hold harmless City from and against all claims, demands, payments, suits, actions, proceedings, and judgments of every nature and description including attorneys' fees and costs, presented, brought, or recovered against City for, or on account of any liability under any of the above-mentioned laws, which may be incurred by reason of Consultant's performance under this Agreement. 1.4. Non-discrimination. In performing this Agreement, Consultant shall not engage in, nor permit its agents to engage in, discrimination in employment of persons because of their race, religion, color, national origin, ancestry, age, physical handicap, medical condition, marital status, sexual gender or sexual orientation, or any other category protected by law, except as permitted pursuant to Section 12940 of the Government Code. Violation of this provision may result in the imposition of penalties referred to in Labor Code, Section 1735. 1.5 Non-Exclusive Agreement. Consultant acknowledges that City may enter into agreements with other consultants for services similar to the services that are subject to this Agreement or may have its own employees perform services similar to those services contemplated by this Agreement. • • 1.6. Delegation and Assignment. This is a personal service contract, and the duties set forth herein shall not be delegated or assigned to any person or entity without the prior written consent of City. 1.7. Business License: The Consultant shall obtain and maintain a valid City Business Registration Certificate during the term of this Agreement. 1.8. Duty of Loyalty/Conflict of Interest: The Consultant understands and agrees that Consultant shall maintain a fiduciary duty and a duty of loyalty to the City in performing Consultant's obligations under this Agreement. Consultant, in performing its obligations under this Agreement, is governed by California's conflict of interest laws, Government Code Section 87100 et seq., and Title 2, California Code of Regulations Section 18700 et seq. 1.8.1 Prior to performing any services to City under this Agreement, Consultant shall provide the City Engineer a written list of the Assessor Parcel Numbers and general location or address of any and all real property located in the City of San Bernardino in which Consultant has any ownership interest, or which is the location of any pending project that is a source of income for Consultant. Consultant shall keep this list current on a monthly basis during the entire term of this Agreement. 1.8.2 Consultant shall not work on any task that is related to any real property that is located within 500 feet of any parcel in which Consultant has any ownership interest or which is the location of any pending project that is a source of income for Consultant. s:‘, public Works\RFC A's\2010 All\10-04-10\Agr emcnt for Geoter_h investigations&Construction Material Testing\f,Tinyo Moore\Ninyn&Moore Agreement Geotech and Constr Material Testing;10-04=10.doc 2 EXHIBIT B 2.0. COMPENSATION'AND BILLING 2.1. Compensation. Over the term of this Agreement, Contractor shall be paid for such on-call services in accordance with Attachment 2 "Fee proposal dated May 17, 2010", attached and incorporated herein, subject to an aggregate limit of$300,000 in payment for work performed by all consultants performing On-Call Geotechnical Investigations and Construction Material Testing. City shall distribute work among its consultants in a manner that best meets the needs of the City. City makes no guarantee to Consultant regarding the amount and/or the dollar value of the work assigned to Consultant. 2.2. Additional Services. Consultant shall not receive compensation for any services provided outside the Scope of Services unless the City or its Managing Engineer for this Project, prior to Consultant performing the additional services, approves such additional services in writing. It is specifically understood that oral requests and/or approvals of such additional services or additional compensation shall be barred and are unenforceable. 2.3. Method of Billing. Consultant may submit invoices to City's Managing Engineer for approval on a progress basis, but no more often than monthly. Said invoice shall be based on the total of all Consultant's services which have been completed to City's sole satisfaction. City shall pay Consultant's invoice within forty-five (45) days from the date City receives said invoice.• Each invoice shall describe in detail, the services performed and • the associated time for completion. Any additional services approved and performed pursuant to this Agreement shall be designated as "Additional Services" and shall identify the number of the authorized change order,where applicable, on all invoices. 2.4. Records and Audits. Records of Consultant's services relating to this Agreement shall be maintained in accordance with generally recognized accounting principles and shall be made available to City or its Managing Engineer for inspection and/or audit at mutually convenient times for a period of three (3) years from the Effective Date. 3.0. TIME OF PERFORMANCE 3.1. Commencement and Completion of Work. The obligation to perform the professional services to be performed pursuant to this Agreement shall commence within five (5) days from the Effective Date of this Agreement. Said services shall be performed in strict compliance with the Project Schedule issued by the Managing Engineer. Failure to commence work in a timely manner and/or diligently pursue work to completion may be grounds for termination of this Agreement. 3.2. Excusable Delays. Neither party shall be responsible for delays or lack of performance resulting from acts beyond the reasonable control of the party or parties. Such acts shall include, but not be limited to, acts of God, fire, strikes, material shortages, compliance with laws or regulations, riots, acts of war, or any other conditions beyond the reasonable control of a party. S:\_Engineering\RFCA's\2010 A11\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Ninyo& Moore\Ninyo&Moore Agreement Geotech and Constr Material Testing 10-04-10.doc 3 EXHIBIT B • 4.0. TERM AND TERMINATION 4.1. Term. This Agreement shall commence on the Effective Date and continue through June 30, 2011, unless previously terminated as provided herein or as otherwise agreed to in writing by the parties. An administrative extension of one additional year may be authorized, subject to the prior written agreement of both parties. 4.2. Notice of Termination. The City reserves and has the right and privilege of canceling, suspending or abandoning the execution of all or any part of the work contemplated by this Agreement, with or without cause, at any time, by providing written notice to Consultant. The termination of this Agreement shall be deemed effective upon receipt of the notice of termination. In the event of such termination, Consultant shall immediately stop rendering services under this Agreement unless directed otherwise by the City. 4.3. Compensation. In the event of termination, City shall pay Consultant for reasonable costs incurred and professional services satisfactorily performed up to and including the date of City's written notice of termination. Compensation for work in progress shall be prorated as to the percentage of work completed as of the effective date of termination in accordance with the fees set forth herein. In ascertaining the professional • services actually rendered hereunder up to the effective date of termination of this Agreement, consideration shall be given to both completed work and work in progress, to complete and incomplete drawings, and to other documents pertaining to the services contemplated herein whether delivered to the City or in the possession of the Consultant. 4.4 Documents. In the event of termination of this Agreement, all documents prepared by Consultant in its performance of this Agreement including, but not limited to, finished or unfinished design, development and construction documents, data, studies, drawings, maps and reports, shall be delivered to the City within ten (10) days of delivery of termination notice to Consultant, at no cost to City. Any use of uncompleted documents without specific written authorization from Consultant shall be at City's sole risk and without liability or legal expense to Consultant. 5.0. INSURANCE 5.1. Minimum Scope and Limits of Insurance. Consultant shall obtain and maintain during the life of this Agreement all of the following insurance coverages: (a) Comprehensive general liability, including premises-operations, products/completed operations, broad form property damage, blanket contractual liability, independent contractors, personal injury with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits,per occurrence and aggregate. (b) Automobile liability for owned vehicles, hired, and non-owned vehicles, with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and s:\_Public Works\RFCA's\201.0 All\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Ninyo Moore\Ninyo&Moore Agreement Geotech and Constr Material Testing 10-04-10.doc 4 EXHIBIT B • aggregate. • (c) Workers' compensation insurance as required by the State of California. (d) Professional errors and omissions ("E&O") liability insurance with policy limits of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and aggregate. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. 5.2. Endorsements. The comprehensive general liability insurance policy shall contain or be endorsed to contain the following provisions: (a) Additional insureds: "The City of San Bernardino and its elected and appointed boards, officers, agents, and employees are additional insureds with respect to this contract with City." (b) Notice: "Said policy shall not terminate, nor shall it be cancelled, nor • the coverage reduced, until thirty(30) days after written notice is given to City." (c) Other insurance: "Any other insurance maintained by the City of San Bernardino shall be excess and not contributing with the insurance provided by this policy." 5.3. Certificates of Insurance. Consultant shall provide to City certificates of insurance showing the insurance coverages and required endorsements described above, in a form and content approved by City,prior to performing any services under this Agreement. 5.4. Non-limiting. Nothing in this Section shall be construed as limiting in any way, the indemnification provision contained in this Agreement, or the extent to which Consultant may be held responsible for payments of damages to persons or property. 6.0. GENERAL PROVISIONS 6.1. Entire Agreement. This Agreement constitutes the entire Agreement between the parties with respect to any matter referenced herein and supersedes any and all other prior writings and oral negotiations. This Agreement may be modified only in writing, and signed by the parties in interest at the time of such modification. The terms of this Agreement shall prevail over any inconsistent provision in any other contract document appurtenant hereto, including exhibits to this Agreement. 6.2. Representatives. The City Engineer or his designee shall be the representative of City for purposes of this Agreement and may issue all consents, approvals, directives and agreements on behalf of the City, called for by this Agreement, except as otherwise expressly \_Public Works\RFCA's\2010 All\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Ninyo &Moor?\Ninyo&Moore Agreement Geotech and Cot str Material'Testulg'J0-0410.doc 5 EXHIBIT B provided in this Agreement. • Consultant shall designate a representative for purposes of this Agreement who shall be authorized to issue all consents, approvals, directives and agreements on behalf of Consultant called for by this Agreement, except as otherwise expressly provided in this Agreement. 6.3. Project Managers. City shall designate a Managing Engineer to work directly with Consultant in the performance of this Agreement. Consultant shall designate a Contract Inspector(s) who shall represent it and be its agent in all consultations with City during the term of this Agreement. Consultant or its Contract Inspector(s) shall attend and assist in all coordination meetings called by City. 6.4. Notices. Any notices, documents, correspondence or other communications concerning this Agreement or the work hereunder may be provided by personal delivery, facsimile or mail and shall be addressed as set forth below. Such communication shall be deemed served or delivered: a) at the time of delivery if such communication is sent by personal delivery; b) at the time of transmission if such communication is sent by facsimile; and c) 48 hours after deposit in the U.S. Mail as reflected by the official U.S. postmark if .such communication is.sent through regular United States mail. IF TO CONSULTANT: IF TO CITY: Mr. Jalal Vakili, Ph.D., P.E. Robert Eisenbeisz Principal Engineer City Engineer Ninyo & Moore, Inc. 300 North"D" Street 11650 Mission Park Drive, Suite 101 San Bernardino,Ca 92418 Rancho Cucamonga, CA 91730 Fax: 909-758-5966 Fax: 909-384-5573 Tel: 909-758-5960 Tel: 909-384-5019 6.5. Attorneys' Fees. In the event that litigation is brought by any party in connection with this Agreement, the prevailing party shall be entitled to recover from the opposing party all costs and expenses, including reasonable attorneys' fees, incurred by the prevailing party in the exercise of any of its rights or remedies hereunder or the enforcement of any of the terms, conditions, or provisions hereof. The costs, salary and expenses of the City Attorney and members of his office in connection with that litigation shall be considered as"attorneys' fees" for the purposes of this Agreement. 6.6. Governing Law. This Agreement shall be governed by and construed under the laws of the State of California without giving effect to that body of laws pertaining to conflict of laws. In the event of any legal action to enforce or interpret this Agreement, the parties hereto agree that the sole and exclusive venue shall be a court of competent jurisdiction located in San Bernardino County, California. 6.7. Assignment. Consultant shall not voluntarily or by operation of law assign, transfer, sublet or encumber all or any part of Consultant's interest in this Agreement without S:A_Public Works\RFCA's\2010 A11\10M4-10\A;reenient for Ceotech Investigations Si_Construction Material.Testing\Ninyo &Moon!\Ninyo&Moore Agreement Geotech and Constr Material Testing'10-04-10.doc 6 EXHIBIT B City's prior written consent. Any attempted assignment, transfer, subletting or encumbrance shall be void and shall constitute a breach of this Agreement and cause for termination of this Agreement. Regardless of City's consent, no subletting or assignment shall release Consultant of Consultant's obligation to perform all other obligations to be performed by Consultant hereunder for the term of this Agreement. 6.8 Indemnification and Hold Harmless. Consultant shall protect, defend, indemnify and hold harmless City and its elected and appointed officials, officers, and employees from any and all claims, causes of action, liabilities, expenses, including attorney fees, damage to property or injuries to or death of any person or persons or damages of any nature including, but not by way of limitation, all civil claims or workers' compensation claims, arising out of or in any way connected with the intentional or negligent acts, errors or omissions of Consultant, its employees, agents or subcontractors in the performance of this Agreement. 6.9. Independent Contractor. Consultant is and shall be acting at all times as an independent contractor and not as an employee of City. Consultant shall secure, at its expense, and be responsible for any and all payment of Income Tax, Social Security, State Disability Insurance Compensation, Unemployment Compensation, and other payroll deductions for Consultant and its officers, agents, and employees, and all business licenses, if any are required, in connection with the services to be performed hereunder. 6.10 Ownership of Documents. All findings, reports, documents, information and data including, but not limited to, computer tapes or discs, files and tapes furnished or prepared by Consultant or any of its subcontractors in the course of performance of this Agreement, shall be and remain the sole property of City. Consultant agrees that any such documents or information shall not be made available to any individual or organization without the prior consent of City. Any use by the City of such documents for other projects not contemplated by this Agreement, and any use of incomplete documents, shall be at the sole risk of City and without liability or legal exposure to Consultant. City shall indemnify and hold harmless Consultant from all claims, damages, losses, and expenses, including attorneys' fees, arising out of or resulting from City's use of such documents for other projects not contemplated by this Agreement or use of incomplete documents furnished by Consultant. Consultant shall deliver to City any findings, reports, documents, information, data, in any form, including but not limited to, computer tapes, discs, files, audio tapes or any other Project related items as requested by City or its authorized representative, at no additional cost to the City. 6.11 Public Records Act Disclosure. Consultant has been advised and is aware that all reports, documents, information and data including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, and provided to City may be subject to public disclosure as required by the California Public Records Act (California Government Code Section 6250 et. seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code Section 6254.7, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way, be liable or responsible for S:\_Public Works\RFCA's\2010 All\10-04=10\A reementfor Geotech Investigations&Construction Materia lTesting\Ninyo &Moore\1-Tinyc &Moore Agreement Geotech and Constr Material Testisrg 1.0-04-10.doc 7 EXHIBIT B the disclosure of any trade secret including, without limitation; those records so marked if disclosure is deemed to be required by law or by order of the Court. 6.12. Responsibility for Errors. Consultant shall be responsible for its work and results under this Agreement. Consultant, when requested, shall furnish clarification and/or explanation as may be required by the City's representative, regarding any services rendered under this Agreement at no additional cost to City. In the event that an error or omission attributable to Consultant occurs, then Consultant shall, at no cost to City, provide all necessary design drawings, estimates and other Consultant professional services necessary to rectify and correct the matter to the sole satisfaction of City and to participate in any meeting required with regard to the correction. 6.13. Prohibited Employment. Consultant will not employ any regular employee of City while this Agreement is in effect. 6.14. Order of Precedence. In the event of an inconsistency or conflict in this Agreement and any of the attached Exhibits or Attachments, the terms set forth in this Agreement shall prevail. 6.15. Costs. Each party shall bear its own costs and fees incurred in the preparation and negotiation•of this Agreement and in the performance of its obligations hereunder except • as expressly provided herein. 6.16. No Third Party Beneficiary Rights. This Agreement is entered into for the sole benefit of City and Consultant and no other parties are intended to be direct or incidental beneficiaries of this Agreement and no third party shall have any right in, under or to this Agreement. 6.17. Headings. Paragraphs and subparagraph headings contained in this Agreement are included solely for convenience and are not intended to modify, explain or to be a full or accurate description of the content thereof and shall not in any way affect the meaning or interpretation of this Agreement. 6.18. Construction. The parties have participated jointly in the negotiation and drafting of this Agreement. In the event an ambiguity or question of intent or interpretation arises with respect to this Agreement, this Agreement shall be construed as if drafted jointly by the parties and in accordance with its fair meaning. There shall be no presumption or burden of proof favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement. 6.19 Amendments. Only a writing executed by the parties hereto or their respective successors and assigns may amend this Agreement. 6.20. Waiver. The delay or failure of either party at any time to require performance or compliance by the other of any of its obligations or agreements shall in no way be deemed a waiver of those rights to require such performance or compliance. No waiver of any provision of this Agreement shall be effective unless in writing and signed by a S:\ Public Works\RFCA's\2010A11\10-04-10\Agreem h ent for GeetecI nvestigations&ConstructionMater'al 1es6ng\1 inyn &l\400re\Ninyo&Moore Agreement Geotech and Constr Material Testing 10-04-10.doc 8 EXHIBIT B duly authorized representative of the party against whom enforcement of a waiver is sought. • The waiver of any right or remedy with respect to any occurrence or event shall not be deemed a waiver of any right or remedy with respect to any other occurrence or event, nor shall any waiver constitute a continuing waiver. 6.21. Severability. If any provision of this Agreement is determined by a court of competent jurisdiction to be unenforceable in any circumstance, such determination shall not affect the validity or enforceability of the remaining terms and provisions hereof or of the offending provision in any other circumstance. 6.22. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original. All counterparts shall be construed together and shall constitute one agreement. 6.23. Corporate Authority. The persons executing this Agreement on behalf of the parties hereto warrant that they are duly authorized to execute this Agreement on behalf of said parties and that by doing so, the parties hereto are formally bound to the provisions of this Agreement. 6.24 Damages. The Parties agree to waive any rights to incidental or consequential and punitive damages arising out of performance under this Agreement whether in torts or contracts or in law or in equity. /// /// S:\_Engineering\RFCA's\2010 All\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Ninyo& Moore\Ninyo&Moore Agreement Geotech and Constr Material Testing 10-04-10.doc 9 EXHIBIT B • AGREEMENT FOR SERVICES FOR ON-CALL GEOTECHNICAL• • INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their respective authorized officers, as of the date first above written. CITY OF SAN BERNARDINO, CONSULTANT A Municipal Corporation NINYO &MOORE, INC. By Charles E. McNeely, City Manager Signature Name and Title Approved as to form: James F. Penman, City Attorney By '/ • 5:A,Public A Yolks\I FCA's\2010 All\I 0-0 -10\Agreement for Geotec h Investigations&Construction NMtaterial Testing ANinyo &Moore\Ninyo&Moore AgreeinentGeolech and Constr Material Testing 10-01-10.doc 10 /novo (�c".•tcchrnr,3l,m Env aronmk'rval Sc:cnct°s L%nsi.i'tints ATTACHMENT"1"TO EXHIBIT "B" PROPOSAL TO PROVIDE PUBLIC WORKS ON-CALL GEOTECHNICAL INVESTIGATION AND CONSTRUCTION MATERIAL TESTING SERVICES FOR THE CITY OF SAN BERNARDINO i PREPARED FOR: City of San Bernardino Development Services Department 300 North "D"Street San Bernardino, California 92418 g PREPARED BY: Ninyo & Moore Geotechnical and Environmental Sciences Consultants 11650 Mission Park Drive, Suite 101 Rancho Cucamonga, California 91730 May 17, 2010 Proposal No. P-14549 11650 Mission Park Drive • Suite 101 • Rancho Cucamonga, California 91 730 • Phone(909) 758-5960 • Fax(909) 758 5966 San Diego • Irvine • Rancho Cucamonga Los Angeles • Oakland • Las Vegas • Phoenix • Denver • El Paso thy,& pars Geohchr•n nrncnt;il Saercet Cgn,ult.infs May 17, 2010 Proposal No. P-14549 Mr. Michael W. Grubbs, P. E. City of San Bernardino Development Services Department 300 North "D" Street, San Bernardino, California 92418-0001 Subject: Proposal for Public Works On-Call Geotechnical Investigation and Construction Material Testing Services City of San Bernardino, California Dear Mr. Grubbs: Ninyo & Moore is pleased to submit this proposal to provide professional geotechnical investigations and construction material testing services to the City of San Bernardino (City). This proposal is being submitted in response to the City's Request for Proposal (RFP) To Provide Professional Geotechnical Investigations and Construction Material Testing Services for the City of San Bernardino, dated April 28, 2010. We fully understand the City's needs and desires for a qualified consultant that can respond quickly and effectively. We are ready to meet the City's requirements by making available dedicated professionals who have the requisite experience and resources to meet your project needs. Some of the advantages Ninyo & Moore can provide to the Agency include: • A proven track record for successfully providing professional geotechnical investigations and construction material testing services to cities, counties, and other public agencies, including the cities of San Bernardino, Rancho Cucamonga, Fontana, Rialto, Riverside, Moreno Valley, Los Angeles, Irvine, the Department of Public Works at the counties of San Bernardino and Los Angeles; San Bernardino Associated Governments (SANBAG), the Riverside County Transportation Commission (RCTC), Orange County Transportation Authority (OCTA); Chino Basin Desalter Authority, Orange County Sanitation District (OCSD), John Wayne Airport, as well as Caltrans, California State Parks, and many other agencies and municipalities. Ninyo & Moore is experienced with the coordination and administration of on-call contracts and can effectively provide responsive and comprehensive services to the City of San Bernardino. • As one of the largest geotechnical consulting firms in southern California, Ninyo & Moore, a minority-owned business enterprise, currently employs over 400 professionals, including California-registered Civil Engineers, Geotechnical Engineers, Registered Geologists, and Certified Engineering Geologists, as well as certified inspectors and technicians. Ninyo & Moore provides geotechnical, environmental, geologic, and materials testing services in- house, reducing coordination and delivery time of our services to our clients. • Many of our staff are cross-disciplined, including many of our technicians and inspectors, which provides flexibility in the field of our personnel. Our field and laboratory technicians and inspectors hold current certifications from ICC, NICET,ACI,AWS, and Caltrans. • In addition to our experienced diversified staff, we maintain three fully-equipped, in-house soils and materials testing laboratories in southern California, located in Rancho 11650 Mission Park Dove • Suite 101 • Rancho Cucamonga, California 91730 • Phone X909) 758-5960 • Fax )909) 758-5966 San Diego • Irvine • Rancho Cucamonga • Los Angeles • Oakland • Las Vegas • Phoenix • Denver • El Paso Public Works On-Call Geotechnical Investigations &Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 Cucamonga, Irvine, and San Diego. Our laboratories are accredited by the American Association of State Highway and Transportation Officials (AASHTO), Cement and Concrete Reference Laboratory(CCRL), Caltrans, the Division of the State Architect (DSA), the City of Los Angeles, and many other public agencies. 6.1. • Ninyo & Moore will service this contract from our local San Bernardino County office and laboratory located at 11650 Mission Park Drive, Suite 101, Rancho Cucamonga, California 90071. Dr. Jalal Vakili is the Principal Engineer for Ninyo & Moore's Rancho Cucamonga office and is authorized to negotiate with the City of San Bernardino on behalf of Ninyo & Moore. Dr. Vakili's e-mail address is ivakiIk ninyoandmoore.com, telephone number is (909) 758-5960, and the fax number is (909) 758-5966. tWe are fully prepared to make every possible commitment needed for the successful and timely completion of any project assigned to us. Your favorable consideration of this proposal is appreciated, and we look forward to being of service to the City of San Bernardino. Sincerely, NINYO & MOORE Jalal Vakili, Ph.D., P.E. Principal Engineer RWM/JV/cl Distribution: (6) Addressee I 2 if 6180&/Vioore PROPOSER'S CERTIFICATION AND ACKNOWLEDGMENT GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES The undersigned hereby certifies that I am an officer of the firm submitting the attached proposal and that I am authorized to submit said proposal on behalf of my firm. I hereby bind my firm to this proposal and state the following (if submitting a proposal): ,.r This offer shall remain valid for 90 days from the RFP close date; and is All terms and conditions as set forth in this RFP shall apply to this offer; and In signing this offer, I warrant that all certifications and documents requested herein are attached and properly completed and signed; and I certify that I have received all addenda as indicated below and have incorporated the addenda in the attached proposal. Verification of Addenda Received Addendum No: None Received on: Addendum No: Received on: Addendum No: Received on: AUTHORIZED SIGNATURE: �i,•�� ' PRINT SIGNER'S NAME AND TITLE: Jalal Vakili Principal Engineer DATE SIGNED: 5/17/10 COMPANY NAME &ADDRESS: Ninyo & Moore 11650 Mission Park Drive, Suite 101 Rancho Cucamonga, Ca 91730 PHONE: (909)758-5960 FAX: (909)758-5966 IF NOT SUBMITTING A PROPOSAL, PLEASE STATE REASON (S) BELOW: Page 2 of 12 lc,.hnr d(ii fi.rtp v. t rd'',•11,I :\,I i( rial I,Ago; 1:0".l tin PI(,np II 1:cyuc,(ii:r I'r.' )As ("o1 :1,and( „Iatciial I.:.it g 05 24-It)dog, Public Works On-Call Geotechnical Investigations &Construction uction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 TABLE OF CONTENTS Pane PROJECT UNDERSTANDING 1 COMPANY PROFILE 2 SCOPE OF SERVICES 3 I OFFICE LOCATION 6 KEY PROPOSED PROJECT PERSONNEL 6 RELEVANT PROJECT EXPERIENCE 10 REQUIRED STATEMENTS 15 INSURANCE COVERAGE 15 t MINORITY-OWNED BUSINESS ENTERPRISE (MBE) CERTIFICATIONS 16 FEE SCHEDULE 16 Attachments City Business Registration/License Cost- Separate Sealed Envelope Appendices Appendix A—Resumes of Key Personnel lying°&/400re Public Works On-Call Geotechnical Investigations st gations & Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 PROJECT UNDERSTANDING Ninyo & Moore Geotechnical and Environmental Sciences Consultants is pleased to submit this proposal to provide professional geotechnical investigations and construction material testing services for the City of San Bernardino. We understand that our services will be provided on an on-call basis and will be subject to the Prevailing Wage requirements and will extend from approximately July 1, 2010 through June 30, 2011, with an optional one-year extension. We are committed to being responsive, thorough, and technically sound in order to provide high quality services to the City of San Bernardino efficiently and comprehensively. We have prepared this proposal based on the information contained in the City's Request for Proposal (RFP) To Provide Professional Geotechnical Investigations and Construction Material Testing Services for the City of San Bernardino, dated April 24, 2010. The coordination of our soils and materials testing services will be provided from our Rancho Cucamonga office, located at 11650 Mission Park Drive, Suite 101, Rancho Cucamonga, California 91730. The telephone number for our Ontario office is (909) 758-5960, and the fax number is (909) 758- 5966. Based on our understanding of the RFP, we understand that our services may include taking preliminary soil samples utilizing 15 foot-deep soil borings to determine the on-site soil characteristics, performing grading observations, taking soil compaction tests to evaluate relative compaction, collecting Portland cement concrete cylinders for laboratory compressive strength testing, and collection of asphalt concrete samples for laboratory conformance testing. We understand that the majority of the work that is anticipated to be requested will be confined to routine soil compaction and concrete/asphalt testing. Ninyo & Moore has been providing similar services to many other public agencies and has the in-house capabilities to provide the requested geotechnical and materials testing services. Our geotechnical sampling, including logging our borings and laboratory classification testing will be performed under the direct supervision of California licensed Geotechnical Engineers and/or Certified Engineering Geologists. Our field and laboratory materials testers are certified by Caltrans to perform the requested soils, Portland cement and asphalt concrete sampling and testing. P-13750 *ago qVionve Public Works On-Call Geotechnical Investigations &Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 COMPANY PROFILE The quality of Ninyo & Moore's personnel base of over 400 employees is widely recognized. Our staff of design and construction-related professionals includes experienced and certified registered geotechnical engineers, civil engineers, environmental engineers, engineering geologists and certified laboratory technicians. Since 1986, Ninyo & Moore has been providing geotechnical/geologic design services, hazardous materials evaluation and abatement, and construction support services in the form of soils and materials testing and inspection services for hundreds of projects throughout southern California. Our highly qualified staff is experienced in meeting the requirements of the California Building Code, as well as meeting the requirements of the various regulatory agencies involved with design and construction projects, including OSHA, OSHPD, DSA, South Coast Air Quality Management District, and other regulatory agencies. Our personnel are familiar with the standard plans and specifications prepared by various agencies, including the American Public Works Association, Caltrans, City of San Bernardino, and other agencies. In addition, Ninyo & Moore has three fully equipped, certified soils and materials testing laboratory facilities in southern California supervised by registered engineers. Our laboratories are certified by the American Association of State Highway and Transportation Officials (AASHTO), the Cement and Concrete Reference Laboratory (CCRL), California Department of Transportation (Caltrans), California Division of the State Architect (DSA), the City of Los Angeles, and many other agencies, and meet the requirements of ASTM E329, "Specifications for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction." Our laboratories are equipped with the necessary testing equipment required for the proposed contract. The quality assurance manual for our laboratories assures that laboratory testing is documented and efficiently performed in accordance with the applicable testing standards. Our testing equipment is calibrated by independent, third-party calibration companies and is re- certified by the various agencies within their required time limitations. In addition to our many certifications, our laboratories participate in soil, asphalt, and concrete proficiency sampling programs, including those administered by the AASHTO Materials Reference Laboratory (AMRL), the Cement and Concrete Reference Laboratory (CCRL), and the Caltrans Reference Sample Program (RSP). I P•13750 2 /Vinyo&kWore Public Works - On Call Geotechnical Investigations &Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 SCOPE OF SERVICES We understand that our scope of services will include the items listed in the City of San Bernardino's Price Form, which we have filled out and included in a separate sealed envelope. Ninyo & Moore has the in-house capabilities and resources to provide the complete s cope of services requested in this RFP will not need to use sub-consultants for this contract. This will benefit the City of San Bernardino by having one company to perform the necessary services. In the event that the City would need additional geotechnical or materials testing services beyond the scope of services include in the Price Form, we have included sample scope of services for these areas. We would tailor our scope of services to meet the City of San Bernardino's needs on a project by project basis. Geotechnical Services Our scope of services for a geotechnical design project may include the following: • Project coordination, including meeting with the representatives of the City and their design team to discuss our scope of work. • Review of preliminary project plans, geologic and seismic hazard maps, and readily avail- able geotechnical reports to evaluate possible geologic hazards that may impact the proposed construction. • Acquisition of permits necessary to proceed with our subsurface evaluation. • Geotechnical site reconnaissance to document the site conditions and to select and mark the proposed excavation locations for underground utility location. • Drilling, sampling, and logging of small-diameter and/or large-diameter exploratory borings and/or excavation of exploratory test pits. The depths of the excavations will depend on the details of the proposed project and site location. Traffic control will be performed, as ap- propriate, in general accordance with the W.A.T.C.H. manual. • Laboratory testing of representative soil samples to evaluate the soil characteristics. Labo- ratory testing may include in-situ moisture and dry density, gradation, maximum density and optimum moisture content, consolidation and expansion potential, expansion index, con- solidation, shear strength, corrosivity and sulfate content, and R-value testing. o Data compilation and geotechnical analysis of field and laboratory data. Our analyses will address the following: o Suitability of the site for the proposed construction from a geotechnical perspective. o Description of the site geology and on-site soils anticipated during construction, includ- ing an evaluation of geologic hazards that might be present at the site. P-13750 3 /yingo&/roorr �•I Public Works On-Call Geotechnical Investigations & Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 5.: o Excavation and compaction requirements, including suitability of the on-site soils for use as fill and/or trench backfill. o Analysis of the temporary stability of the trench excavations and shoring pressures, in- cluding allowable lateral earth pressures and allowable passive pressures for proposed trenches, as appropriate. o Evaluation of the depth to the groundwater table and potential areas of dewatering, as appropriate. o Evaluation of potential settlement. o Evaluation of the potential for liquefaction. o Evaluation of the corrosion potential of the on-site soils. o Evaluation of pavement design for the proposed roadway sections, as applicable. • Preparation of a written report presenting the results of our field exploration, laboratory testing, and engineering analyses, as well as our conclusions and recommendations rela- tive to the geotechnical aspects of project design and construction. • Upon substantial completion of the project plans and specifications, Ninyo& Moore will per- form a geotechnical and geologic plan review to evaluate whether the conclusions and recommendations presented in our report were correctly interpreted and incorporated into the project plans and specifications. Soils and Materials Testing Services Our scope of services for soils and materials testing may include the following: • Project coordination and client liaison, including scheduling of personnel by our Project Manager to provide soils and materials testing services and meeting attendance. J • Review of readily available background materials pertaining to the site, including geotechnical reports, and project plans and specifications. • On-site soils and materials testing during construction performed by our certified personnel, on an as-requested basis. Our soils and materials testing services will typically include the following: ° Field observation, documentation and testing during the earthwork operations and foundation excavation operations, as applicable. Our services will include observation of the shoring and foundation excavations, and field density testing of compacted fill, utility trench backfill, subgrade, and aggregate base materials. ° Inspection, sampling and testing during batch plant operations, as required. ° Field observation and density testing during asphalt concrete pavement operations. P-13750 4 /Vivo&/v►oor e Public Works On-Call Geotechnical Investigations&Construction Material Testing g May 17, 2010 City of San Bernardino Proposal No. P-14549 ° Pavement coring of new or existing pavements to observe and evaluate pavement thickness and materials, including sampling of subgrade materials, as requested. • Laboratory testing to evaluate the maximum dry density and optimum moisture content of the soils to be placed as fill or backfill; and conformance testing; R-value testing of subgrade soils and base materials; and material quality tests on the proposed soils, aggregate subbase, aggregate base, asphalt concrete, as may be required. • Pavement deflection testing and analyses as requested. • Preparation of daily reports and other memoranda to summarize the field operations and test results. • Preparation of letter-reports summarizing the results of our field and laboratory tests, and submittal of these reports to the City's Project Manager and others, as requested. Construction Inspection and Environmental Services We understand that construction inspection services, including reinforced concrete, pre- stressed concrete, structural steel, welding, masonry, and roofing are not a part of this RFP; however, Ninyo & Moore has in-house inspectors that our certified by the ICC, AWS, DSA, that can provide construction inspection if required. In addition, our in-house environmental services include hazardous materials evaluation and abatement/remediation and we have been able to quickly respond and remediate unanticipated soil/groundwater contamination as well as unanticipated lead paint/asbestos abatement on many past projects, with very little if any delay to the construction schedule. We mention these additional services due to the benefit they have provided to many of our materials testing and geotechnical engineering clients when unexpected emergency situations arose and we were able to quickly respond and resolve the issues for them. Scheduling Ninyo & Moore is committed to providing prompt, efficient, and high quality materials testing and geotechnical engineering services throughout the contract duration. As one of the largest geotechnical and environmental firms in southern California, Ninyo & Moore has the personnel and resources available to complete the requested services in accordance with the construction schedules. Our vast pool of experienced and certified technicians and inspectors has allowed us to accommodate continuous 24-hour construction schedules as well as weekend work when required. Our personnel are equipped with combination digital two-way radios/telephones with paging and voice mail so that our field and laboratory personnel are in constant communication with our project manager, as well as the client, in order to effectively accommodate last minute P-13750 5 MingogMoore Public Works On-Call Geotechnical Investigations &Construction Material Testing May 17, 2010 9 9 Y City of San Bernardino Proposal No. P-14549 scheduling changes. In addition, we have provided technicians and inspectors on-site within as little as 30 minute notification on past projects for other agencies. We understand that the City of San Bernardino requires response time of 30 minutes or less to accommodate last minute changes in the construction schedule. Our current workload allows us to provide the required personnel throughout the duration of the proposed contract for the City of San Bernardino. Quality Assurance/Quality Control Programs Ninyo & Moore has both geotechnical and materials testing quality assurance/quality control programs which facilitate compliance with project performance standards, schedules and budgets. These comprehensive quality assurance plans utilize management approach procedural manuals that delineate the interrelationship between management and design team components and describe specific quality control procedures to be used. The programs address data generation, management, and quality assessment guidelines for sampling and analysis procedures, as well as methods of corrective action. The quality assurance program manuals are available for review upon request. OFFICE LOCATION Ninyo & Moore will manage this contract from our San Bernardino County office and laboratory, located at 11650 Mission Park Drive, Suite 101, Rancho Cucamonga, California 91730. Our field personnel will be based out of this office and we will perform the required laboratory testing in our Rancho Cucamonga laboratory. In the unlikely event that additional personnel or laboratory capabilities are required for this contract, Ninyo & Moore will supplement our Rancho Cucamonga personnel and equipment with the resources from our Irvine office and laboratory, located approximately 45 minutes from our Rancho Cucamonga office. We also have our corporate headquarters office and laboratory in San Diego that can also support this contract, if necessary. KEY PROPOSED PROJECT PERSONNEL Our proposed project manager, who will be the single point of contact for the contract and responsible for the delivery of our services in accordance with the contract documents, is Mr. Kurt Yoshii. Mr. Yoshi' graduated from the University of California at Berkeley with a degree in Civil Engineering and is a licensed Civil and Geotechnical Engineer in the State of California. He has over 18 years of experience in geotechnical engineering and materials testing services. I P-13750 6 iV1nyodz/sitoore Public Works On-Call Geotechnical Investigations & Construction Material Testing May Ma 17, 2010 City of San Bernardino Proposal No. P-14549 As Project Manager, he has provided project oversight for numerous geotechnical, soils and materials testing and inspection projects including the on-call contracts with the Cities of San Bernardino, Fontana, Rialto, Irvine, Mission Viejo; Department of Public Works for both the County of San Bernardino and County of Los Angeles; the Riverside County Transportation Commission (RCTC), Orange County Transportation Authority (OCTA); and John Wayne Airport, as well as, managed Ninyo & Moore's on-call materials testing contract with Caltrans District 8, and past contracts with the San Bernardino Associated Governments (SANBAG). As key contact person, Mr. Yoshii will be available to the City 24 hours a day, 7 days a week. He can be reached at (949) 244-7072. Mr. Yoshii will be supported by our large staff of available materials testers and licensed geotechnical engineers, certified engineering geologists, and registered geologists. Dr. Jalal Vakili, Ph.D., P.E., will serve as the Principal-in-Charge for the duration of the contract. He has a doctorate degree in geotechnical engineering and over 40 years experience in providing geotechnical services for public work and infrastructure projects for cities, counties, Caltrans, and other State and municipal agencies. Dr. Vakili earned his Ph.D. in geotechnical engineering from the University of Paris, France. His experience includes street improvements; bridges and retaining walls; highways and major transportation corridors; sewers, pipelines, dams and flood control structures; and residential and commercial developments. Dr. Vakili's background includes teaching and performing quality research in the field of geotechnical engineering. Dr. Vakili has served as Principal-in-Charge for Ninyo & Moore's continuous, past on-call geotechnical engineering contracts with several city/agencies. Dr. Vakili will be available to the City 24 hours a day, 7 days a week. He can be reached at(949)697-2942. The proposed project team personnel are highly qualified and experienced in their specific disciplines, and possess working knowledge of the required documents and standards. The following organization chart outlines the lines of communication that we will utilize for this contract. P-13750 7 &ktoore t Public Works On-Call Geotechnical Investigations&Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 t. City of San Bernardino Tech Principal in Charya Project Mena nkal Advisors Daniel Chu,Ph.D.,P.E.,G.E.-Geotechnkal Ilia!Vakili,Ph.D.,P.E. Kurt Y ,P.E,G E .;41 Lawrence Lovett,P.E,Q.E.-Materiak i ijil7'(): ( Project Engineer Field Operations Supervisor Garrdh M.Saki,P.E.,G.E. R.Woody Maphis 1 Geology/Engineering Staff Material Testers and Inspectors Sam Guha,Ph.D.,P.E,G.E Lawrence Ansea,P.G.,C.E.G. Glenn A.Mgker David Dismang Andy Rodriguez Jeremy Allenby Michael Pearce,P.E.,G.E Scott Johnson,P.G.,C.EG.Greg Cason,P.G.,C.E.G. Alfred A "Tim'Rodriguez PM Nekorsnec John Kvobetzky James Cowles Aru Chakravarty,P.E. Rajindra Handapangoda,m filched Rogers,P.G,C.E.G. Vance Hunter Carrie Abrams Norman Lopez Daniel Ellemvood Victoria MacKinnon,EIT Evan Prig,Staff Jared Reda Daniel Charon Norman Lopez Daniel Equia Jennifer Schmidt,Starr Winne Yeh,Staff Eugene Frazier David Hems Mario Romo David Reid Margaret Parka,S aff Jeff Taylor Timothy Clak Marla VRlafana Joe Levario Adam CodrrRl Alexander Pantaloon PHI Allen Tim Tavemetti Steve Solis Mario Adolfo Matt Purdy Thomas Radovkh Emily M aphis Robert Little Vincent Cordova Matt Arciags Tim Cooper Robert Beattie Justin Van Fleet Nidrolas Chavez i The following table summarizes Ninyo & Moore's project team's qualifications and certified inspectors and technicians. The resumes of our key project personnel are provided in Appendix A. Our proposed project team along with their titles and certifications are listed below: I Team Members Function Education Registrations/Certifications Ee`Years alal Vakili Principal-in- Ph.D.Geotechnical Engineering Registered Civil Engineer,CA, 42 Charge M.S.Applied Mechanics PE 45350 B.S.Civil Engineering Professional Engineer,Nevada, Construction Quality Manage- PE 12269 ment Professional Engineer,Utah for Contractors,Corps of Engi- PE9734155932202 neers Training Course Professional Engineer,Arizona PE 33062 Professional Engineer,Idaho PE4470 I P 13750 8 /Vinyo&/ytoore Public Works On-Call Geotechnical Investigations &Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 Team Members Function Education Registrations/Certifications Year Exp. I' urt Yoshii Contract B.S.Civil Engineering Registered Civil Engineer,CA 19 Project PE 54759 Manager Registered Geotechnical Engineer,CA,GE 2508 Daniel Chu Technical M.S.,Geotechnical Engineering Registered Civil Engineer,CA, 30 Advisor- B.S.,Civil Engineering PE 37991 Geotechnical Registered Geotechnical Engineer,CA, Engineering GE 2096 .wrence Lovett Technical M.B.A. California Registered Quality Engineer,QE 3960 45 Advisor—QA B.S,Civil Engineering California Registered Civil Engineer,CE 50994 Materials Engineering arreth Saiki Project M.S.Civil Engineering Registered Civil Engineer,CA RCE 49665 24 Engineer B.S.Civil Engineering Registered Geotechnical Engineer,CA,GE 2509 M.B.A II oody Maphis Field DSA Certified Inspector#3272 15 Operations ACI Concrete Field Technician Certification Supervisor ICC Reinforced Concrete Special Inspector#1074992-88 ICC Structural Masonry Special Inspector#1074992-84 ICC Structural Steel and Welding Certification#1074992-85 ICC Prestressed Concrete Special Inspector#1074992-89 Troxler Electronics Nudear Gauge Certification • Fred'lino'Rodriquez Senior Field ACI Concrete Field Technician Certification 24 Technician/ Caltrans 11-0111 Inspector Certified Inspector,Co.of Los Angeles Co.of Los Angeles,Special Inspector#01260 i ICC Reinforced Concrete Inspector#1044572-88 City of Irvine Registered Special Inspector for As- phalt/Concrete/Pavement City of Irvine Registered Special Inspector for Structural Con- crete#1267 NICET Engineering Technician Certification Nuclear Gauge Operator Certification OSHA 40-Hour Hazardous Materials Certification lenn Miller Senior Feld ACI Concrete Field Technician 23 Technician/ Registered Asphalt Inspector/City of Irvine Inspector Registered Pile Driving Inspector/City of Irvine Troxler Nudear Density Gauge Operator Caltrans TL-0111 Certification City of Irvine Registered Special Inspector for Asphalt/Concrete/Pavement City of Irvine Registered Special Inspector for Structural Con- crete Co.of Los Angeles/Special Inspector#01262 ICC/Special Inspector/Structural Steel and Welding#1033469 85 ICC/Special Inspector/Reinforced Concrete#1033469-88 ICC/Special Inspector/Structural Masonry Inspector#1033469- 84 40-Hour Hazardous Materials Certification I IP-13750 Public Works On-Call Geotechnical c cal Investigations & Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 RELEVANT PROJECT EXPERIENCE The following detailed descriptions are some of Ninyo & Moore's related projects, successfully completed by our staff for cities and municipalities, redevelopment agencies, and state and federal agencies, that demonstrate our competence to perform work similar in scope and magnitude to that required for these projects. City of San Bernardino, Professional Geotechnical Investigations and Construction Material Testing Services, San Bernardino, California Client: City of San Bernardino I 201 N. E Street, Suite 301, San Bernardino, California 92401 Contact: Mr. Michael Grubbs; (909) 384-5111 Ninyo & Moore was retained to provide on-call geotechnical engineering and construction mate- rials testing services for various projects throughout the City of San Bernardino. Services requested by the City include taking preliminary soil samples utilizing 15 feet-deep soil borings to determine the on-site soil characteristics, performing grading observations, taking soil com- paction tests to evaluate relative compaction, collecting Portland cement concrete cylinders for laboratory compressive strength testing, and collection of asphalt concrete samples for labora- tory conformance testing. Our services will be performed on an as-needed basis, as requested by authorized personnel at the City of San Bernardino. City of Fontana, On-Call Geotechnical Consulting, Testing & Inspection Services, 1, Fontana, California 1 Client: City of Fontana, Community Development Department 8353 Sierra Avenue, Fontana, California 92335 Contact: Mr. Yousuf Patanwala; (909) 350-6645 Ninyo & Moore has provided continuous on-call geotechnical testing services for the City of Fontana, Community Development Department since 1995. During this period, Ninyo & Moore has provided geotechnical design services, geologic evaluations, third party review, and soils and materials testing and inspection services for nearly 30 projects for various departments at the City, including Public Works, Building and Safety and Community Development. Our services have included geotechnical design, geotechnical observation and testing and materials testing and inspection services, including reinforced concrete, masonry, and welding inspection services. Geologic mapping and third party technical review for fault evaluations was performed for the City ty as well as third party geologic and geotechnical review of grading plans for proposed residential development that included blasting and disposal of oversize rock materials. During construction of public works projects, we provided soils and materials testing services to evaluate the construction materials conformance to the project specifications. Our services including field density testing of storm drain and sewer main trench backfill, subgrade preparation for sidewalks, curbs, gutters, and roadways, and materials testing and laboratory conformance testing of import soils, base materials, portland cement concrete and asphalt concrete materials. Our services consisted of performing laboratory maximum dry density and optimum moisture content tests and performing in-place field density tests of backfill and subgrade materials in accordance with project specifications. We have also performed post- construction evaluations and materials testing including coring of asphalt concrete pavement to evaluate thickness, density and material type, as well as in-place field density testing of trench ,•Yi; backfill and roadway subgrade utilizing sand cone test methods as well as third party review of P-13750 10 Atinyo&/toore Public Works On-Call Geotechnical n cal Investigations &Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 compaction grouting operations. Upon completion of a project, we submitted a written report to the City of Fontana, as requested, which summarized the results of our geotechnical, materials testing, and third party review services. ICity of Rancho Cucamonga/On-Call Materials Testing Services Client: City of Rancho Cucamonga 10500 Civic Center Drive, Rancho Cucamonga, California 91729 Contact: Mr. Jerry Dyer; (909)477-2740 Ninyo & Moore was retained to provide annual soils and materials testing services for various improvements projects in Rancho Cucamonga, California. • Foothill Boulevard Storm Drain and Pavement Rehabilitation Improvements Pro- 111 ject - Our services included project coordination and management with the client construction manager. Improvements consisted of construction of various diameter storm drain improvements, various drainage structures, cold planning the existing road- way, placing a 0.12 foot Asphalt Rubber Hot Mix overlay, and various traffic improvements. Our field services included field sampling and testing during trench back- fill, subgrade preparation, and asphalt concrete placements in order to evaluate the materials conformance with the project specifications. Our laboratory services included maximum density/optimum moisture content, sand equivalent, and asphalt con- tent/gradation. Our test data and daily field reports were submitted to the client. • Emergency Erosion Control Projects - Improvements consisted of earthwork for channel and basin slopes, debris racks, CMP storm drain, reinforced concrete box, and various drainage structures. Our services included project coordination and manage- ment with the client construction manager. Our field services included field sampling and testing during earthwork, structure backfill, and subgrade preparation, and concrete placements in order to evaluate the materials conformance with the project specifica- tions. Our laboratory services included maximum density/optimum moisture content, and compressive strength testing of concrete cylinders. Our test data and daily field reports were submitted to the client. • Baseline Road Storm Drain and Pavement Rehabilitation Improvements Project - Our services included project coordination and management with the client construction manager. Improvements consisted of construction of various diameter storm drain im- provements, an 8 inch vitrified clay pipe sewer line, various drainage structures, cold planning the existing roadway, placing a 0.12 foot Asphalt Rubber Hot Mix overlay, and -various landscape and traffic improvements. Our field services included field sampling and testing during trench backfill, subgrade and aggregate base preparation, and as- phalt concrete placements in order to evaluate the materials conformance with the project specifications. Our laboratory services included maximum density/optimum mois- ture content, sand equivalent, hveem maximum density, and asphalt content/gradation. Our test data and daily field reports were submitted to the client. • Grove Avenue Street Improvements Project- Our services included project coordina- tion and management with the client construction manager. Improvements consisted of removing and replacing portions of Grove Avenue with 5 inches of asphalt concrete over 6 inches of aggregate base, a 2 inch asphalt concrete overlay, driveway, sidewalk, and P-13750 11 407,0&//Wore Public Works On-Call Geotechnical Investigations & Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 curb & gutter improvements. Our field services included on-call field sampling and test- ing during subrade, aggregate base preparation, and asphalt concrete placements in order to evaluate the materials conformance with the project specifications. Our labora- tory services included maximum density/optimum moisture content and asphalt content/gradation. Our test data and daily field reports were submitted to the client. On-Call Materials Testing Services, Riverside County Transportation Commission Riverside County, California Client: Riverside County Transportation Commission 4080 Lemon Street, Third Floor, Riverside, California 92501 Contact: Mr. Karl Sauer; (909) 787-7141 Ninyo & Moore was retained to provide on-call geotechnical, environmental, and materials testing and inspection services to support various design and construction projects throughout Riverside County. Since 1997, Ninyo & Moore has provided Riverside County Transportation Commission (RCTC) responsive and efficient services on a variety of transportation projects, including geotechnical design services for construction of new Metrolink railroad stations, bridge foundations, highway interchange improvements, parking lot and roadway paving. Ninyo & Moore has provided soils and materials testing and inspection services during various construction projects, including new a Metrolink Station (North Main Corona), new Metrolink platforms and pedestrian overcrossing bridge structures (Downtown Riverside, La Sierra and West Corona Stations), parking lot expansions and facilities (Downtown Riverside, La Sierra, Pigeon Pass Park-N-Ride), five sound wall construction projects along the SR-91 freeway, and re-alignment of the SR-74 highway near Lake Elsinore. Our soils and materials testing services included field and laboratory testing services in order to check that the materials used for the projects were in conformance with the appropriate specifications, including the Standard Specifications for Public Works Construction, the Uniform Building Code, and the Caltrans Standard Specifications. Services included review of the Special Provisions and other specifications for the project, attendance at pre-construction meetings, scheduling of field activities and coordination with the RCTC Contract Manager, Resident/Project Engineer, and Field Inspectors. Our geotechnical observation and testing services included observation and field recommendations during site grading, including overexcavation evaluations and inspections, inspection of foundation excavations, including footing foundations and the drilling of cast-in-drilled-hole piles, testing of compacted fill placement for subgrade, retaining wall and trench backfill, subgrade stabilization, as well as building pad and pavement subgrade preparation, soil laboratory testing including maximum density, R-value, sand equivalency, and gradation tests; performance of field sampling and in-place density testing during asphalt pavement construction; performance of asphalt production plant inspection and sampling to evaluate conformance with project specifications; performance of laboratory testing of raw aggregate and completed mix samples including sieve analysis, sand equivalent, percent asphalt, and maximum density; and performance of specialized tests, such as film stripping, CKE, and swell, as requested by the Resident/Project Engineer. In addition, Ninyo & Moore's services included field sampling and testing of concrete structures and paving during construction, including sampling of concrete, and evaluation of the temperature, penetration, air content, and unit weight. Concrete cylinders were cast during structure pours and transported to our laboratory for compressive strength testing. Concrete batch plant inspection and sampling were performed to obtain raw aggregate samples for acceptance testing and to evaluate the batch plant operation for conformance with project specifications. Laboratory testing of concrete aggregate samples included sieve analysis, sand equivalent, and cleanness P-13750 12 *nyo&/Vioore Public Works On-Call Geotechnical Investigations &Construction Material Testing May Ma 17, 2010 City of San Bernardino Proposal No. P-14549 value, as well as specialized tests such as L.A. rattler, percent crushed particles, etc., as requested by the Resident/Project Engineer. Ninyo & Moore has also provided special deputy inspection of field welding, performed non-destructive ultra-sonic testing for fabrication shop and field welding, full-time structural masonry inspection, reinforced concrete inspection, structural steel and high strength bolts inspection and roofing inspection in support of the various RCTC construction projects. . On-Call Geotechnical/Materials Testing and Construction Inspection Services for Capital Improvement Program;John Wayne Airport Client: John Wayne Airport 3160 Airway Avenue, Costa Mesa, CA 92626 Contact: Mr. William D. Mohler; (949)252-6013 Ninyo & Moore was retained by the County of Orange to provide on-call, as-needed geotechni- cal engineering and materials testing and inspection services for John Wayne Airport's (JWA) Capital Improvement Program project. Under this contract, specific task orders are issued by JWA for Ninyo & Moore's services which may include geotechnical design services, including subsurface evaluations, laboratory testing, and geotechnical report preparation; geophysical surveys, including identification and location of existing underground utilities; construction mate- rials testing, including conformance testing of soils, aggregates, Portland cement concrete, asphalt concrete, structural steel, bolts, anchors, and fabricated materials; special deputy in- spection services, including inspection of reinforced concrete, masonry, structural steel, _ welding, and ultrasonic testing; and pavement evaluations of the existing Portland cement and asphalt concrete pavements at the airport as part of JWA is on-going pavement management program. As part of our contract, our personnel and vehicles were required to obtain airport se- curity clearance and badging in order for us to perform work in airfield and secured areas of the 1 airport terminal. Ninyo & Moore's original contract was extended for one year with two one year extensions. On-Call Geotechnical Consulting, Soil and Materials Testing Services, Orange County Transportation Authority, Orange County, California Client: Orange County Transportation Authority(OCTA) 550 South Main Street, Orange, California, CA 92863 Contact: Mr. Jim Kahn, (714) 560-5868 Ninyo & Moore was retained to provide on-call soils and materials testing services for OCTA under our current Agreement No. C-2-0707. For the past two years, Ninyo & Moore has provided a variety of services, including geotechnical consulting, soils compaction testing, special deputy inspection for reinforced concrete, structural steel and welding, and non- destructive testing at the OCTA bus maintenance and operations facilities. At the Santa Ana bus base, we have performed geotechnical consulting services during construction of the ground improvement operations associated with the site grading and building foundation construction. At the Garden Grove facility our services have included reinforced concrete and epoxy inspection, field welding inspection and non-destructive ultrasonic testing, and soil compaction testing during construction of the ADA Modifications to the Operations Building and field welding inspection during the LNG venting system construction. At the Anaheim Maintenance Facility, our services included reinforced concrete and epoxy inspection as well as field welding inspection and non-destructive testing during facility medication construction. Our P-13750 13 /pip Mkuur e Public Works On-Call Geotechnical Investigations &Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 services at the Irvine Maintenance Facility included reinforced concrete inspection and concrete conformance testing, field welding inspection, and fire proofing inspection services. California State Parks and Recreation On-Call Contract for Geotechnical and Environmental Consulting Services Client: State of California Parks & Recreation 8885 Rio San Diego Drive, Suite 220, San Diego, California 92108 Contact: Mr. John Riley; (619)220-7530 Ninyo & Moore was ranked No. 1 for two consecutive terms by the State of California Depart- ment of Parks & Recreation to provide geotechnical services for projects in the Southern California region. Sites will be located at various State parks, beaches, historical parks, snoparks, missions, museums and recreational areas. Services to be provided as part of this contract included evaluations of coastal bluff stability, slope stability, erosion control, fault and seismic hazards, and related geotechnical services for proposed improvements. The type of improvements to be evaluated included new and restored dams, spillways, powerhouses, !ev- il ees, pump houses, roadways, bridges, parking lots, trails, visitor centers, lodges, hotels, campgrounds, restrooms, museums, adobe buildings, historic buildings, theaters, lifeguard headquarters, water supply systems, treatment plants, septic systems, landscape improve- ments, lagoons, drainages and lakes. Seismic retrofit studies were also to be performed for rehabilitation of certain structures. On-Call Geotechnical Engineering, Soils and Materials Testing and Inspection Services, Earthquake Recovery Project, Various Project Locations throughout Los Angeles County Client: County of Los Angeles, Department of Public Works j Contact: 900 South Fremont Avenue,Alhambra, California 91803 Mr. Zaim Khayat; (626) 300-2301 Ninyo & Moore was retained by the County of Los Angeles, Department of Public Works, to provide as-needed geotechnical engineering and construction materials testing and inspection services in support of Earthquake Recovery and Capital Improvement Projects. Our services included performing geotechnical subsurface evaluations and providing geotechnical design recommendations for new construction projects, including a new County of Los Angeles Sheriff Station and retaining wall structures adjacent to the Los Angeles River. These design reports included specific geotechnical recommendations pertaining to the proposed foundations, retaining wall lateral earth pressures, and earthwork and grading recommendations. Our services also included providing County of Los Angeles Special Deputy Inspectors for construction field inspection of reinforced concrete, masonry, welding and structural steel, as well as fabrication shop inspection services. Our soils and materials testing services have included materials testing and inspection for evaluation of existing structures as well as in support of new construction projects. For existing structures, our services included in-place shear testing of unreinforced masonry walls in historic buildings, and concrete coring, including pachometer testing, to evaluate epoxy penetration and concrete compressive strength. During construction our materials testing services have included soils, base materials and asphalt concrete field density testing, laboratory conformance testing of construction materials, including soils, base, portland cement concrete, asphalt concrete, reinforcing steel, and structural steel materials to evaluate the materials conformance to the project specifications. We prepared daily reports to document our field inspection and testing services as well as submitted our laboratory conformance test reports to the appropriate project team members. P-13750 14 NJ"iI Hours Public Works On-Call Geotechnical Investigations & Construction Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 Our services were performed under the direct supervision of California licensed Civil and Geotechnical Engineers. On-Call Geotechnical and Environmental Services, Los Angeles County, California Client: City of Los Angeles 650 South Spring Street, Suite 200, Los Angeles, California 90014-1915 Contact: Mr. Christopher F. Johnson; (213) 847-8789 Ninyo & Moore has been awarded a five year, on-call contract with the City of Los Angeles, De- partment of Public Works, Bureau of Engineering, Geotechnical Division to provide geotechnical and environmental consulting services. We are providing task order based services on various public works construction projects throughout the city. Our III scope of services includes preparing geotechnical design reports, as well as construction sup- port services, including geotechnical observation and testing during construction utilizing our City of Los Angeles certified Deputy Grading Inspectors. Our environmental scope of services includes hazardous materials evaluations for soils, groundwater, and building ma- terials, including asbestos and lead paint. These projects include the Vermont Avenue Widening project, Fred Roberts Gymnasium, Central Outfall Sewer Rehabilitation project, Eva- dale Drive Storm Drain Replacement, Figueroa Meridian York Relief Sewer project, Fire Station #78, Watts Cultural Center, and the Asilomar Landslide Project located in Pacific Palisades. REQUIRED STATEMENTS As required in the RFP, Ninyo & Moore is providing the following statements: Pei Ninyo & Moore accepts the terms and conditions outlined in the City's Sample Agreement for On-Call Geotechnical Investigation and Construction Materials Testing Services which was I included in the RFP, dated April 28, 2010. Ninyo & Moore understands that we are required to obtain and/or maintain a City of San Bernardino Business License for the duration of the Agreement. A copy of our current City of San Bernardino Business Registration Certification is being provided as attached. INSURANCE COVERAGE To provide safeguards and to meet the requirements of our clients, we carry the following types of insurance: k vt, i 1�I --; 'h i .5- ,Ii 7"^ai A:11,-1, t.# pz, r 4'_ r I , . r'Fi , T Professional Liability $5 Million/claim Lexington Insurance Company $5 Million aggregate 1 General Liability $ 1 Million/claim American Automobile Insurance Company $2 Million aggregate Excess Liability $9 Million Fireman's Fund Insurance Company Worker's Compensation $ 1 Million American Automobile Insurance Company Automobile $ 1 Million American Automobile Insurance Company I P-13750 15 /Vinyo&/Moor e Public Works On-Call Geotechnical Investigations Construction ations &Constr ti n Material Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 MINORITY-OWNED BUSINESS ENTERPRISE (MBE) CERTIFICATIONS Ninyo & Moore is a Minority-Owned Business Enterprise (MBE). A list of agencies with which Ninyo & Moore is certified as a MBE is presented below: E Agency/Certification Certification No Expiration Date City of Los Angeles/Minority Business Enterprise CCA-964 April 3,2013 County of Los Angeles 50198 July 11, 2009 CPUC WMBE Clearinghouse/Minority Business Enterprise 90CS0160 May 28, 2011 FEE SCHEDULE As requested in the RFP, we are providing the Price Form for Geotechnical Investigation and Construction Materials Testing Services in a separate sealed envelope. I 4#d1I0& OOC@ P-13760 16 • KEEP FOR YOUR RECORDS an>or soi's artNAktoo BUSU4ES ,REGISTKA11014 CCIE'IyFICA'T* ACcdL1NT' Tbk No 141stRaa Catlike.dalaerhdi to the I I eraedea ddr`bawne M tiIkorioa 0*'etlpwmi bj mitt Chi ACC!'NO. dam.eeei.beveloprKwt rwvld:onf le teoebcd.nig cattle*i Iw4�d.wihor+e�nlixtih t die eat**,ir WWI to 26358 NUMBER: eadnilrftit by die S O W arc:Me '• DATE PAM 02/10/2010 2635$ 'x' Mte bwin.oi reA_.1&irr bray rwlewit tia nit iIR d reeved.iaein ter VP Kam doe,no Mew brlb4 e.14.1"aeea Mime prd wNie 70 6ga aFibe apseiora lte Akiwo:10%pplYy seta 575 J BUSINESS CLASS: CONSULT ANT(OUTSIDE) BXlUATY3N *vw�w DATE �� r ..~%�, `'•1 DATE PAID' . NOTE& 1/31/201 i a ,"�:'cr`•. ' '= I / JAN. f �rce .y{. � w,��1�•�•��ff1 :' :�� 02/1 OI2010' BUS S I.00ATION: 415 t o ARD STE 200 AVRAM N!NYO BUSM6SS NAME WNW It MOORE,INC BALANCE $0.00 ATUNTICN . 7dAMMO ADbRFSS 5710 RUFFIN RD Racbd G CLb SAN DIEGO, CA, 921234013 CITYCLEIUC. CITY OF SAN BERNARDINC • • a *ago&/tiooce JALAL VAKILI, PhD, PE Principal-in-Charge EDUCATION Ph.D., Geotechnical Engineering, 1969, University of Paris, France Master of Science,Applied Mechanics, 1967, University of Paris, France Bachelor of Science, Civil Engineering, 1965, University of Tabriz, Iran Construction Quality Management for Contractors, Corps of Engineers Training Course REGISTRATIONS Registered Civil Engineer, California, RCE 45350 Professional Engineer,Alaska, PE 6822 Professional Engineer, Nevada, PE 12269 Professional Engineer, Idaho, PE 4470 Professional Engineer,Utah, PE 973415592202 Professional Engineer,Arizona, PE 33062 PROFESSIONAL EXPER/ENCEAND RESPONS/B/LITIES As Principal Engineer for Ninyo & Moore, Dr. Vakili directs and supervises geotechnical investigations and materials testing and inspection projects, reviews soil and foundation reports and specifications, provides technical guidance and support to the engineering staff, and oversees technical and business development operations. Dr. Vakili has a doctorate degree in geotechnical engineering and over 37 years experience in providing geotechnical services for public work and infrastructure projects for cities, counties, Caltrans, and other State and municipal agencies. Dr. Vakili's relevant project experience includes: • On-Call Materials Testing Services, City of San Bernardino,California:Served as Principal-in-Charge retained to provide as-needed geotechnical investigation and construction materials testing services for the City of San Bernardino.Services include on-call support of a variety of public works projects. • On-Call Materials Testing Services, County of San Bernardino,California: Principal-in-Charge retained to pro- vide principal oversight for as-needed road materials testing services for the County of San Bernardino. Services include on-call support of a variety of transportation construction projects throughout the county of San Bernardino. • City of Fontana On-Call Testing and Inspection Services, Fontana, California: Principal-in-Charge retained to provide principal oversight during construction and inspection services for various projects for the City of Fontana including sewer construction, channel improvements, roadway rehabilitation and construction, new building con- struction, surface drainage evaluations, and third-party geotechnical reviews. As Principal-in-Charge, Dr. Vakili is responsible for ensuring that Ninyo& Moore's soils and materials testing/inspection services are performed in ac- cordance with the contract requirements. • On-Call Services, Riverside County Transportation Commission: Principal-in-Charge retained to provide princi- pal oversight during the on-call geotechnical, environmental, and materials testing and inspection services to support various design and construction projects throughout Riverside County.As Principal-in-Charge, Dr. Vakili is responsible for ensuring that Ninyo& Moore's soils and materials testing/inspection services are performed in ac- cordance with the contract requirements. • Caltrans District 8, On-Call Material Sampling and Testing Contract: Principal-in-Charge retained to provide principal oversight for the materials sampling,testing and inspection services during the construction of various Cal- trans construction projects. Projects include approximately 23 miles of highway pavement replacement along Interstate 40 near Ludlow,ten bridge widening projects along Interstate 15,near Mountain Pass,as well as various other construction projects located throughout San Bernardino and Riverside Counties. • On-Call Testing and Inspection Services,City of Irvine, California:Principal-in-Charge retained to provide prin- cipal oversight during the construction inspection and testing services for various street and channel improvements in Irvine,Califomia. • County of Los Angeles, As-Needed Geotechnical and Materials Testing/Inspection Services, Los Angeles, California: Principal-in-Charge retained to provide principal oversight for as needed engineering testing and in- spection services for the County of Los Angeles for various public works project throughout the Counties. His responsibilities included ensuring Ninyo& Moore's services were being performed in accordance with the contract documents and to the complete satisfaction of the client. • On-Call Soils and Materials Testing and Inspection Services, Earthquake Recovery Project,Various Project Locations throughout Los Angeles County, California:Project Manager retained by the County of Los Angeles, Department of Public Works to provide as-needed geotechnical engineering and construction materials testing and inspection services in support of Earthquake Recovery and Capital Improvement Projects. Services included per- forming geotechnical subsurface evaluations and providing geotechnical design recommendations for new construction projects, including a new County of Los Angeles Sheriff Station and retaining wall structures adjacent to the Los Angeles River. • Orange County Sanitation District, On-Call Geotechnical Consulting and Materials Testing Services: Princi- pal-in-Charge retained to provide principal oversight during the on-call geotechnical consulting and materials testing services for design and construction of improvement projects developed by the Orange County Sanitation District. /(rnyo&/Hoare ROBERT W. MAPHIS, DSA, ICC, ACI Field Operations Manager CERT/F/CAT/ONS Caltrans TL-0111 Certification ICC Pre-stressed Concrete Special Inspector DSA Masonry No.3272 ACI Concrete Field Technician Certification ICC Reinforced Concrete Special Inspector Troxler Electronics Nuclear Gauge Certification ICC Structural Masonry Special Inspector OSHA 40-Hour Hazardous Materials Certification ICC Structural Steel and Welding Certification PROFESS/CA/AL EXPER/EN C E A ND R ES P O N S/B/L/TES As a Senior Field Technician/Inspector for Ninyo & Moore, Mr. Maphis provides deputy inspection services for structural concrete and masonry, provides roadway inspection services on highway and street improvement projects and related documentation, provides construction management services on public works projects and related documentation, provides geotechnical observation and testing services for large earthwork projects and related documentation, performs quality control for underground utility and foundation construction and provides related documentation, performs field testing of concrete and asphaltic concrete and provides related documentation, provides inspection of asphalt and concrete batch plants and related documentation, and performs geotechnical laboratory testing and provides related documentation. His project experience includes: • On-Call Materials Testing Services, City of San Bernardino, California: Served as Field Operations Manager retained to provide as-needed geotechnical investigation and construction materials testing services for the City of San Bernardino. Services include on-call support of a variety of public works projects. • Chino Desalter Authority/Inland Empire Utilities Agency/Chino II Onsite/ Mira Loma, California: Senior Inspector/Technician retained to provide soils and materials testing for the construction of the Chino II Desalter Expansion Onsite Improvements. The project improvements included a Process building with various size reverse osmosis tanks, a Decarbonator Facility, a Transfer Pumping Station and Product Water Pumping Station,Yard Piping, and various sitework. • As-Needed Testing/Inspection Services, Los Angeles County, California: Senior Field Inspector/ Technician providing as-needed testing and inspection services for the County of Los Angeles. Responsibilities include coordination with the construction management team to provide require inspection and testing services. • Riverside Metrolink Station, Riverside County, California: Quality Control Technician for materials testing services to support construction of the downtown Riverside Metrolink Station New Southside platform and pedestrian overcrossing, an approximately 1-mile-long soundwall along State Route 91 between Tyler and Van Buren, and a Park-N-Ride facility at Pigeon Pass on State Route 60, for the Riverside County Transportation Commission(RCTC). • RCTC/SR-74 Realignment, Riverside County, California: Senior Field Technician/Inspector retained to provide for soils and materials testing services during construction of the SR-74 Realignment, to evaluate the construction materials conformance with the appropriate Caltrans Standard Specifications, including providing quality assurance testing in accordance with Caltrans specifications of construction of asphalt pavement. • Palm Springs Regional Airport Terminal Expansion, Phase P � 2A, Palm Springs, California. Field Technician/Inspector for the materials testing and special inspection services as part of the construction of a $12 million, eight-gate, terminal expansion at the Palm Springs Regional Airport in Palm Springs, California. Mr. Maphis performed concrete field and laboratory quality control services, including slump and air content, in-place structural cores, and compressive strength tests. Field and fabrication shop inspection services were provided for concrete reinforcement, masonry, structural steel, welding materials, bolted connections, shear studs, metal decking, metal fabrications, drilled-in anchors, and spray-applied fireproofing. Also provided ultrasonic, and other non-destructive testing of structural steel. • La Sierra Metrolink Station Pedestrian Overcrossing, Riverside, California: Served as Senior Field Technician/Inspector for soils and materials testing and special deputy inspection services during construction of the improvements to the La Sierra Metrolink Station in Riverside,California. • Barstow Locomotive Maintenance Facility Expansion, BNSF Railway, Barstow, California: Field Technician for the geotechnical observation and materials testing services during the construction of improvements to the Barstow Locomotive Maintenance Facility, located at the Burlington Northern and Santa Fe Railway's Company's classification yard. • Metrolink/Downtown Pedestrian Improvements Project, City of Rialto, California: Senior Field Technician/Inspector retained to provide materials testing and inspection services on an as-needed basis during construction of the proposed improvements. 4finyo&NWore KURT S. YOSHII, PE, GE Project Manager EDUCATION Bachelor of Science, Civil Engineering, 1990, University of California, Berkeley, California REGISTRATIONS Professional Civil Engineer, California, RCE 54759 Licensed Geotechnical Engineer, California, GE 2508 Professional Civil Engineer, Nevada, PE 014274 Professional Engineer, Utah, PE 993791862202 CERTIFICATIONS Nuclear Gauge Operator Certification 40 Hour HAZWOPER Certification PROFESSIONAL EXPERIENCE AND RESPONSIBILITIES As a Principal Engineer for Ninyo & Moore, Mr. Yoshii reviews project plans and specifications, provides Project Management and oversight for daily inspection and testing services, reviews field and laboratory test results and evaluates performance to project specifications, distributes inspection and laboratory reports in accordance with the project approved distribution list,provides supervision and technical support to staff-level engineers,geologists,field and laboratory technicians and inspectors, performs project administration and management including cost and schedule controls.Mr.Yoshii's project experience includes: • On-Call Testing and Inspection Services; City of Fontana, Fontana, California: Served as Project Manager providing construction and inspection services for various projects for the City of Fontana including sewer construction, channel improvements, roadway rehabilitation and construction, new building construction, surface drainage evaluations, and third party geotechnical reviews. His responsibilities included contract management and daily coordination of field technicians,special deputy inspectors, and laboratory testing services, and submittal of the field and laboratory reports,as well as overall management of the soils and materials testing and inspection contract. • Caltrans District 8,On-Call Material Sampling and Testing Contract: Served as Project Manager to provide mate- rials sampling, testing and inspection services during the construction of various Caltrans construction projects His responsibilities included contract management and daily coordination of field technicians, special deputy inspectors, and laboratory testing services,and submittal of the field and laboratory reports,as well as overall management of the soils and materials testing and inspection contract • Caltrans District 7, On-Call Construction Engineering Services, Los Angeles County, California: Quality Con- troVMaterials Manager was retained to provide on-call materials testing and inspection services for various highway and roadway construction projects for the State of California, Department of Transportation (Caltrans) located throughout Los Angeles County. Specifically,Ninyo&Moore will provided asphalt concrete and portland cement con- crete batch plant inspectors as well as field and laboratory technicians in order to provide materials acceptance testing services. • RCTC/On-Call Materials Testing Services, Riverside County, California. Serving as Project Manager retained to provide on-call geotechnical, environmental, and materials testing and inspection services to support various design and construction projects including geotechnical design services for construction of new Metro link railroad stations, bridge foundations, highway interchange improvements, parking lot and roadway paving recommendations. His responsibilities included contract management and daily coordination of field technicians, special deputy inspectors, and laboratory testing services,and submittal of the field and laboratory reports,as well as overall management of the soils and materials testing and inspection contract. • On-Call Soils and Materials Testing&Inspection Services.County of Los Angeles. Project Manager for the On- Call materials testing and inspections contract for various projects throughout the County of Los Angeles. Responsibilities include contract management and daily coordination of field technicians, special deputy inspectors, and laboratory testing services in support of over thirty construction projects for the County's Department of Public Works. • On-Call Geotechnical/Materials Testing and Construction Inspection Services, John Wayne Airport, Orange County, California: Project Manager retained to provide on-call geotechnical, materials testing and inspection services for various airport projects located at the John Way Airport in Orange County, California. • City of Los Angeles, On-Call Geotechnical and Environmental Consulting Services: Project Manager for the on-call geotechnical and environmental services contract with the City of Los Angeles Bureau of Engineering, Geotechnical Division. Our services include geotechnical design, environmental hazardous materials evaluation,and geotechnical construction support services. • On-Call Materials Testing Services and Inspection Services, Los Angeles Unified School District: Quality Control/Materials Manager was retained to provide on-call materials testing services for the Los Angeles Unified School District, Facilities Services Division proposed New Construction and Modernization Program, Phase II. Ninyo& Moore services will be providing the District with materials testing and inspection services during the construction of new schools and modernization of facilities at existing schools. ,y��yo&/View e ..; ALFRED "TINO" RODRIGUEZ, CALTRANS, ACI, ICC Lead Insoector/Technician EDUCATION Coursework, General Education and Drafting, 1985, Golden West College, Huntington Beach, California CERTIFICATIONS ACI Concrete Field Technician Certification ICC Special Inspector Reinforced Concrete Certification#1044572-88 Caltrans TL-0111 Certification for Concrete, Soils and Aggregates. NICET Engineering Technician Certification Nuclear Gauge Operator Certification OSHA 40-Hour Hazardous Materials Certification#2310 County of Los Angeles Special Inspector Concrete Certification#1260 City of Irvine Registered Special Inspector for Asphalt/Concrete/Pavement Certification#1267 City of Irvine Registered Special Inspector for Structural Concrete Certification#1267 AASHTO Evaluations Laboratory Testing of Concrete, Soils,Asphalt PROFESSIONAL RESPONS/B/L/T/ESAND PROJECT EXPER/ENCE Mr. Rodriguez provides deputy inspection services for structural concrete and asphalt/concrete pavement, provides roadway inspection services on highway and street improvement projects, provides construction management services on Caltrans and public works projects, provides geotechnical observation and testing services for large mass grading projects, performs quality control and inspection for underground utility and foundation construction. Performs field and laboratory testing of concrete, soils, aggregates and asphalt/concrete, provides inspection of asphalt and concrete batch plants, prepares daily reports, test sheets and other related documentation for each of the above items and evaluation of Field Technicians in AASHTO test compliance. Mr. Rodriguez's has 18 years of experience in geotechnical consulting, materials testing and deputy inspection services, his project experience includes: • On-Call Geotechnical Testing Services, Fontana, California: Senior Field Technician/Inspector retained to provide on-call geotechnical testing services for various projects for the City of Fontana • On-Call Materials Testing Services, Riverside County Transportation Commission: Senior Field Technician/Inspector providing materials testing services to support construction of the downtown Riverside Metrolink Station New Southside platform and pedestrian overcrossing, an approximately 1-mile- long soundwall along State Route 91 between Tyler and Van Buren, and a Park-N-Ride facility at Pigeon Pass on State Route 60,for the Riverside County Transportation Commission(RCTC). • As-Needed Testing/Inspection Services, Los Angeles County, California: Senior Field Inspector/Technician retained to provide as-needed testing and inspection services for the County of Los Angeles. Responsibilities include coordination with the construction management team to provide require inspection and testing services. • Orange County Sanitation District/On-Call Soils and Materials Testing Services: Senior Field Technician/Inspector retained to provide on-call soils and materials testing services for construction of improvement projects developed by the Orange County Sanitation District. Projects include upgrades and new District facilities, including pipelines, pump stations,and treatment plants. • UPS Main Sort Building Expansion, Ontario, California: Lead Technician/Inspector during the mass grading operations and building construction. Responsibilities included field observation of removal bottom, foundation excavations, and providing deputy inspection during cast-in-place reinforced concrete placement as well as epoxy dowel installation. Mr. Rodriquez provided coordination field technicians and inspectors during construction,which included double shift, day and night work • UPS Olympic Parking Structure, Los Angeles,California: Senior Field Inspector/Technician retained to provide deputy inspection and materials testing services during the construction of the new four-level, concrete UPS Olympic Parking Structure in Los Angeles, California. • 1-10 NOV Widening Project, San Bernardino, California: Senior Field Technician/Inspector providing materials testing services during the construction of the Interstate 10 HOV Widening Project in San Ber- nardino County, California. The project extends from the San Bernardino County line at the western end of the project, to west of Milliken Avenue at the eastern end. • Chiquita Water Treatment Plant Phase III, Orange County: Senior Field Inspector/Technician providing materials testing and inspection services for the proposed Phase III expansion of the existing Chiquita Water Treatment Plant located in unincorporated Orange County, California. /jingo GLENN MILLER, ICC, ACI Senior Field Technician/Inspector CERT/FICAT IONS Caltrans TL-0111 Certification City of Irvine Asphalt/Concrete/Pavement Special Inspector ICC Special Inspector Reinforced Concrete City of Irvine Structural Concrete Special Inspector ICC Special Inspector Structural Masonry City of Irvine Pile Driving Special Inspector ICC Special Inspector Structural Steel/Welding Nuclear Gauge Operator Certification ACI Concrete Field Technician Certification Troxler Nuclear Density Gauge Operator County of Los Angeles Special Inspector No. 1262 OSHA 40-Hour Hazardous Materials Certification AASHTO Evaluations Laboratory Testing of Concrete, Soils,Asphalt PROFESSIONAL EXPER/ENCE AND RESPONSIBILIT/ES As a Senior Field Technician/Inspector for Ninyo & Moore, Mr. Miller provides deputy inspection services for structural concrete and asphalt/concrete pavement, provides roadway inspection services on highway and street improvement projects, provides construction management services on public works projects, provides geotechnical observation and testing services for large mass grading projects, performs quality control and inspection for underground utility and foundation construction, performs field and laboratory testing of concrete, soils, aggregates and asphalt/concrete, provides inspection of asphalt and concrete batch plants, prepares daily reports,test sheets and other related documentation for each of the above items,and evaluation Field Technicians in AASHTO test compliance. Mr. Miller's project experience includes: • On-Call Materials Testing Services, San Bernardino, California: Served as Senior Field Technician providing as-needed road materials testing services for the County of San Bernardino. Services include on-call support of a variety of transportation construction projects throughout the county of San Bernardino. • On-Call Materials Testing Services, Riverside County Transportation Commission: Served as Senior Field Technician/Inspector providing materials testing services to support construction of the downtown Riverside Metrolink Station New Southside platform and pedestrian overcrossing, an approximately 1-mile-long soundwall along State Route 91 between Tyler and Van Buren, and a Park-N-Ride facility at Pigeon Pass on State Route 60,for the Riverside County Transportation Commission(RCTC). • Orange County Sanitation District/On-Call Soils and Materials Testing Services: Senior Field Technician/Inspector retained to provide on-call soils and materials testing services for construction of improvement projects developed by the Orange County Sanitation District. Projects include upgrades and new District facilities,including pipelines,pump stations,and treatment plants. • On-Call Geotechnical Testing Services, Fontana, California: Senior Field Technician/Inspector providing on-call geotechnical testing services for various projects for the City of Fontana. • Norwalk Transportation Facility, Norwalk, California: Lead Inspector/Technician retained to provide geotechnical observation, soils/materials testing, and deputy inspection services during the construction of the Norwalk Transportation Center. Responsibilities included performing field compaction testing, foundation excavation inspection, cast-in-place concrete inspection, masonry inspection and welding inspection during construction as well as coordination of additional inspectors and technicians during peak construction periods when multiple technicians and inspectors were required. • County of Los Angeles,Department of Public Works, Earthquake Recovery Project,Various Project Locations throughout Los Angeles County: Lead Inspector retained to provide inspection and torque testing of bolt connections, site welding inspection, and fabrication shop welding inspection services for various on-call projects for the County of Los Angeles. • City Terrace Park Gymnasium, Los Angeles County, California: Lead Inspector/Technician provided deputy inspection, materials testing,and soil testing services during the design and construction of the proposed gymnasium in City Terrace Park in City Terrace, Los Angeles County, California. The gymnasium is approximately 9,250 square feet with additional parking, landscaping, irrigation and outdoor picnic areas. • Central Jail Parking Lot 75 Structure, Los Angeles County, California: Lead Inspector retained to provide materials testing and inspection services during construction of the structural earthquake repair work to the existing Men's Central Jail Parking Lot 75 Structure located in Los Angeles,California. • Interstate 15 and Yuma Drive Interchange, Riverside, California: Served as Senior Field Technician/Inspector providing field and laboratory services including observation and in-place density testing of soils. *I15O&/ owe May 24, 2010 Proposal No.: 10-1604 City of San Bernardino Mr. Michael Grubbs, P.E., Project Manager Development Services Department 300 North "D"Street San Bernardino, CA 92418-0001 AT W I N I N G oFFILE Subject: Response to Request for Proposal for On-Call Geotechnical Investigation 909.383 6660 and Construction Material Testing FAX 909 890.4299 Dear Mr. Grubbs: FB twininginc.con) Twining, Inc. is pleased to present our proposal in response to the City of San Bemardino's Request for Proposals — On-Call Geotechnical Investigation and Construction Material Testing. We have comprehensive and extensive experience providing the services outlined in the request for proposals, and the internal resources to efficiently meet all of the City's expectations. Twining has experience in providing geotechnical and material testing services for various cities and counties. Our firm has over one hundred years of experience, more than 200 personnel, and unparalleled expertise in geotechnical engineering, materials consulting, testing and inspection for critical commercial and infrastructure projects. Our comprehensive laboratory capabilities, exceptional technical staff, and commitment to quality project management will make us a valuable member of your project team. Twining has been at the forefront of construction materials testing since its inception in 1898. Our firm is accredited by the AASHTO, Cement and Concrete Reference Laboratories (CCRL), the Department of the State Architect (DSA) and meets the current requirements of Caltrans, and the U.S. Army Corps of Engineers. In addition, our inspectors hold multiple statewide certifications including but not limited to DSA, Office of Statewide Health Planning Development (OSHPD), International Code Council (ICC)American Concrete Institute (ACI) and Caltrans. Twining is especially excited about the prospect of involvement in upcoming projects for the City of San Bernardino. Our local office and state of the art laboratory is located in San Bernardino which allows us greater flexibility to better service our clientele in the San Bernardino area. We would like the City to experience the excellence of service that Twining is poised to provide. 732 East Carnegie Drive,Suite 100 San Bernardino,CA 92408 4 r i F y § as j r9x v{qy tF r �«.. �x ..' �, r �,s3 •.a7 i a,s"�+aY%«;��-Y�`{{,��1.v��„'1!c'`N wt r,�te,aN-'.;"`�'S,�i�t��a b�5i.-,r.�ti.,;,.�v.�a L.•,,k:..z-.;.,✓��P't' Y W Y�g�x-_;A., �7?5..+'}k 4 }+t�_ �Y'al r� f .,�f s a� , 1 �:.� f'�d Y k PR AVq7V•.^1k, 4 x. t 7 t 4. �A; k w f1 4 �T B g, ` tl� VItii;V�f i? 'Tht 4L , • -'144PALA a rw f� ."�.; . yr',�, Yup`£;1:1., � �"d � �1 5uw ,..- ',. Again we would like to thank you for inviting us to present this proposal. We appreciate your time and consideration and would be more than happy to provide a tour of our facility and introduce you to our technical experts face to face. If service and quality are among the foremost of your requirements for an independent testing laboratory, please contact me directly at (909) 383-6660 to receive further information regarding Twining. Sincerely, Twining, Inc. Paul Soltis, R.C. ., G.E. Brian Kramer, R.C.E., G.E. Senior Geotechnical Engineer President and Principal Engineer ATTACHMENT"2"TO EXHIBIT"B" in o& oars Y CCdechni,al and Envirorment ua x:r;Consul[�ntt May 17, 2010 Proposal No. P-14549 Mr. Michael W. Grubbs, P.E. Development Services Department City of San Bernardino 300 North "D" Street, 3rd Floor San Bernardino, California 92418 Subject: Fee Proposal for Public Works On-Call Geotechnical Investigations and Con- struction Material Testing Services City of San Bernardino Reference: Ninyo & Moore, 2010, Proposal for Public Works On-Call Geotechnical Inves- tigations and Construction Material Testing Services, City of San Bernardino, California, Proposal No. P-14549, dated May 17 Dear Mr. Grubbs: Ninyo & Moore is pleased to submit this cost proposal for provide public works on-call geotechnical investigations and construction material testing services to the City of San Bernardino (City). In accordance with the City of Bernardino's Request for Proposal (RFP), we are submitting our cost proposal under separate cover. Our proposed scope of services, summary of qualifications and project organization are provided in the above-referenced proposal dated May 17, 2010. Our services for the scope of work described in our referenced proposal will be provided in accordance with the City of San Bernardino's Price Form, attached to this letter. Additional requested services that may be requested, but not included in the Price Form will be performed in accordance with our attached Schedule of Fees and Schedule of Fees for Laboratory Testing. Ninyo & Moore appreciates the opportunity to submit this proposal and we look forward to working with you. If you have any questions regarding our cost proposal or require additional information, please contact me at your convenience. Respectfully submitted, NINYO & MOORE p Jalal Vakili, Ph.D., P.E. Principal Engineer RW M/JV/cl Attachments: Price Form, Geotechnical Investigations and Construction Materials Testing Services Schedule of Fees Schedule of Fees for Laboratory Testing Distribution: (1) Addressee 1 630 Mission Park Drive • Suite 101 • Raancho Cuc.rmong,r, California 91 730 • Phone j909) 758-5960 • F ix /909) 7585966 San Dieqo • Irvine • Rancho Cucamong,+ • Los Angeles • Oakland • Las Veq_rs • Phoenix • Denver • El Paso Schedule of Prices for On-Call Geotechnical Investigations and Construction Material Testing 05/24/2010 Estimated Annual Unit Description Unit Price Total Price Quantity 1,000 ea Compaction Testing(1 -4 per site $ 260 $ 260,000 visit) including curves. 1,000 ea Compaction Testing(5-20 per site visit) $ 60 $ 60,000 including curves. 200 ea Compaction Testing(20+ per site visit) $ 30 $ 6,000 including curves. 20 set Concrete Cylinders(includes $ 200 $ 4,000 collection, tests and report) 20 ea Asphalt Extractions $ 105 $ 2,100 40 ea Asphalt Compaction $ 75 $ 3,000 40 ea Soil Gradation/Screen Analysis $ 110 $ 4,400 500 hr Grading Observation $ 81 $ 40,500 200 hr Engineering Geological Investigation $ 133 $ 26,600 Consulting 40 ea Soil Boring to 15' $ 1,600 $ 64,000 40 ea Pavement Bore(Asphalt) $ 105 $ 4,200 40 ea Concrete Core $ 105 $ 4,200 TOTAL ESTIMATED ANNUAL COST $ 479,000 Page 2 of 3 *WO V onre Public Works On-Call Geotechnical Investigations & Construction Materials Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 SCHEDULE OF FEES HOURLY CHARGES FOR PERSONNEL Principal Engineer/Geologist/Environmental Scientist $ 139 Senior Engineer/Geologist/Environmental Scientist $ 133 Senior Project Engineer/Geologist/Environmental Scientist $ 127 Project Engineer/Geologist/Environmental Scientist $ 123 Senior Staff Engineer/Geologist/Environmental Scientist $ 109 Staff Engineer/Geologist/Environmental Scientist $ 96 GIS Analyst $ 96 Field Operations Manager $ 87 Supervisory Technician' $ 87 Nondestructive Examination Technician,UT,MT,LP' $ 87 Pull Test Technician and Equipment' $ 87 Senior Field/Laboratory Technician' $ 73 Field/Laboratory Technician' $ 73 ACI Concrete Technician' $ 73 Concrete/Asphalt Batch Plant Inspector $ 73 Special Inspector,Reinforced Concrete' $ 73 Special Inspector,Pre-stressed Concrete' $ 73 Special Inspector,Reinforced Masonry' $ 73 Special Inspector,Structural Steel' $ 73 Special Inspector,Welding,AWS' $ 73 Special Inspector,Fireproofing` $ 73 Technical Illustrator/CAD Operator $ 69 Geotechnical/Environmental/Laboratory Assistant $ 53 Information Specialist $ 52 Data Processing,Technical Editing,or Reproduction $ 44 OTHER CHARGES Expert Witness Testimony $ 400/hr Concrete Coring Equipment(includes one technician) $ 160 /hr Special Preparation of Standard Test Specimens $ 64/hr Inclinometer Usage $ 32/hr Vapor Emission Kits $ 30/kit Rebar Locator(Pachometer) $ 10/hr Nuclear Density Gauge Usage $ 9/hr Field Vehicle Usage $ 8/hr Direct Project Expenses Cost plus 15% Laboratory testing,geophysical equipment,and other special equipment provided upon request. NOTES(Field Services) For field and laboratory technicians and special inspectors, regular hourly rates are charged during normal weekday construction hours.Overtime rates at 1.5 times the regular rates will be charged for work performed outside normal con- struction hours and all day on Saturdays. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day or on Sundays and holidays. Lead time for any requested service is 24 hours. Field Technician rates are based on a 2-hour minimum.Special inspection rates are based on a 4-hour minimum for the first 4 hours and an 8- hour minimum for hours exceeding 4 hours. Field personnel are charged portal to portal. 'Indicates rates that are based on Prevailing Wage Determination made by the State of California, Director of Industrial Relations on a semiannual basis. Our rates will be adjusted in conjunction with the increase in the Prevailing Wage De- termination during the life of the project. INVOICES Invoices will be submitted monthly and are due upon receipt.A service charge of 1.0 percent per month may be charged on accounts not paid within 30 days. TERMS AND CONDITIONS The terms and conditions of providing our consulting services include our limitation of liability and indemnities as pre- sented in Ninyo&Moore's Work Authorization and Agreement. C9 AtanyOs*pure Public Works On-Call Geotechnical Investigations & Construction Materials Testing May 17, 2010 City of San Bernardino Proposal No. P-14549 SCHEDULE OF FEES FOR LABORATORY TESTING Laboratory Test, Test Designation, and Price Per Test Soils Concrete Atterberg Limits,D 4318,CT 204 $ 145 Cement Analysis Chemical and Physical,C 109 $ 1,650 California Bearing Ratio(CBR),D 1883 $ 440 Compression Tests,6x12 Cylinder,C 39 $ 22 Chloride and Sulfate Content,CT 417&CT 422 $ 135 Concrete Mix Design Review,Job Spec $ 140 Consolidation,D 2435,CT 219 $ 275 Concrete Mix Design,per Trial Batch,6 cylinder,ACI $ 750 Consolidation—Time Rate,D 2435,CT 219 $ 70 Concrete Cores,Compression(excludes sampling),C 42 $ 55 Direct Shear—Remolded,D 3080 $ 290 Drying Shrinkage,C 157 $ 250 Direct Shear—Undisturbed,D 3080 $ 250 Flexural Test,C 78 $ 50 Durability Index,CT 229 $ 150 Flexural Test,C 293 $ 55 Expansion Index,D 4829,UBC 18-2 $ 165 Flexural Test,CT 523 $ 60 Expansion Potential(Method A),D4546 $ 145 Gunite/Shotcrete,Panels,3 cut cores per panel and test, ACI $ 250 Expansive Pressure(Method C),D 4546 $ 145 Jobsite Testing Laboratory Quote Geofabric Tensile and Elongation Test,D 4632 $ 165 Lightweight Concrete Fill,Compression,C 495 $ 40 Hydraulic Conductivity,D 5084 $ 300 Petrographic Analysis,C 856 $ 1,100 Hydrometer Analysis,D 422,CT 203 $ ,190 Spilling Tensile Strength,C 496 $ 80 Moisture,Ash,&Organic Matter of PeaVOrganic Soils $ 110 Relnforcln and Structural Steel Moisture Only,D 2216,CT 226 $ 30 st Moisture and Density,D 2937 $ 39 Fireproofing y Test,UBC 7-6 $ 55 Permeability,CH,D 2434,CT 220 $ Y30 Hardness Test,Rockwell,A-370 $ 50 pH and Resistivity,CT 643 $ 140 High Strength Bolt,Nut&Washer Conformance,set,A-32 $ 120 Proctor Density D 1557,D 698,CT 216,& $ 180 Mechanically Spliced Reinforcing Tensile Test,ACI $ 95 AASHTO T-180(Rock corrections add$80) Pre-Stress Strand(7 wire),A 416 $ 140 R-value,D 2844,CT 301 $ 250 Chemical Analysis,A-36,A-615 $ 120 Sand Equivalent,D 2419,CT 217 $ 90 Reinforcing Tensile or Bend up to No.11,A 615& A 706 $ 50 Sieve Analysis,D 422,CT 202 $ 110 Structural Steel Tensile Test:Up to 200,000 lbs. Sieve Analysis,200 Wash,D 1140,CT 202 $ 90 (machining extra),A 370 $ 70 Specific Gravity,D 854 $ 90 Welded Reinforcing Tensile Test:Up to No.11 bars,ACI $ 55 Triaxial Shear,CD,D 4767,T 297 $ 390 Asphalt Concrete Triaxial Shear,C.U.,w/pore pressure,D 4767,T 2297 per pt..$ 330 Triaxial Shear,C.U.,w/o pore pressure,D 4767,T 2297 per pt.$ 190 Asphalt Mix Design,Cations $ 2,200 Triaxial Shear,U.U.,D 2850 $ 140 Asphalt Mix Design Review,Job Spec $ 150 Unconfined Compression,D 2166,T 208 $ 100 Extiaction,%Asphalt,including Gradation,D 2172,CT 310 $ 215 Wax Density,D 1188 $ 90 Fdm Stripping,CT 302 $ 100 Hveem Stability and Unit Weight CTM or ASTM, CT 366 $ 195 Roofing Marshall StabTity,Flow and Unit Weight,T-245 $ 215 Bust-up Roofing,cut-out samples,D 2829 $ 165 Maximum Theoretical Unit Weight,D 2041 $ 120 Roofing Materials Analysis,D 2829 $ 500 Swell,CT 305 $ 165 Roofing Tile Absorption,(set of 5),UBC 15-5 $ 190 Unit Weight sample or core,D 2726,CT 308 $ 90 Roofing Tile Strength Test,(set of 5),IJBC 15-5 $ 190 Aggregates M Absorption,Coarse,C 127 $ 35 Brick Absorption,24-hour submersion,C 67 $ 45 Absorption,Fine,C 128 $ 35 Brick Absorption,5-hour boiling,C 67 $ 55 Clay Lumps and Friable Particles,C 142 $ 100 Brick Absorption,7-day,C 67 $ 60 Cleanness Value,CT 227 $ 120 Brick Compression Test,C 67 $ 45 Crushed Particles,CT 205 $ 140 Brick Efflorescence,C 67 $ 45 Durability,Coarse,CT 229 $ 130 Brick Modulus of Rupture,C 67 $ 40 Durability,Fine,CT 229 $ 130 Brick Moisture as received,C 67 $ 35 Los Angeles Abrasion,C 131 or C 535 $ 180 Brick Saturation Coefficient,C 67 $ 50 Mortar making properties of fine aggregate,C 87 S 275 Concrete Block Compression Test,8x8x16,C 140 $ 60 Organic Impurities,C40 $ 55 Concrete Block Conformance Package,C 90 $ 440 Sand Equivalent,CT 21 Aggregate(Chemical Method),C 289 $ 390 Concrete Block Linear Shrinkage,C 426 $ 120 Sieve Analysis,Coarse $ 90 Concrete Block Unit Weight and Absorption,C 140 $ 55 lye Aggregate,C 136 $ 105 Cores,Compression or Shear Bond,CA Code $ 55 Sieve Analysis,Fine Aggregate(including wash),C 136 $ 105 Masonry Grout,3x3x6 prism compression,UBC 21-18 $ 30 Sodium Sulfate Soundness(per size fraction),C 88 $ 160 Masonry Mortar,2x4 cylinder compression,UBC 21-16 $ 30 Specific Gravity,Coarse,C 127 $ 75 Masonry Prism,half sire,compression,UBC 21-17 S 110 Specific Gravity,Fine,C 128 $ 85 Special preparation of standard test specimens will be charged at the technician's hourly rate. Ninyo&Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures. /fingo&41tcior e EXHIBIT C AGREEMENT FOR SERVICES FOR ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING THIS AGREEMENT is made and entered into this day of 2010 ("Effective Date"), by and between the CITY OF SAN BERNARDINO, a charter city ("City"), and TWINING, INC. ("Consultant"). WITNESSETH : A. WHEREAS, City proposes to have Consultant perform the On-Call Geotechnical Investigations and Construction Material Testing described herein below; and B. WHEREAS, Consultant represents that it has that degree of specialized expertise contemplated within California Government Code, Section 37103, and holds all necessary licenses to practice and perform the services herein contemplated; and C. WHEREAS, City and Consultant desire to contract for specific services in connection with the project described below(the "Project") and desire to set forth their rights, duties and liabilities in connection with the services to be performed; and • • D. WHEREAS, no official or employee of City has a financial interest, within the provisions of California Government Code, Sections 1090-1092, in the subject matter of this Agreement. NOW, THEREFORE, for and in consideration of the mutual covenants and conditions contained herein,the parties hereby agree as follows: 1.0. SERVICES PROVIDED BY CONSULTANT 1.1. Scope of Services. Contractor shall furnish On-Call Geotechnical Investigations and Construction Material Testing to City in accordance with Attachment 1 "Scope of Services" and the Contractor's proposal dated May 24, 2010, attached and incorporated herein. 1.2. Professional Practices. All professional services to be provided by Consultant pursuant to this Agreement shall be provided by personnel experienced in their respective fields and in a manner consistent with the standards of care, diligence and skill ordinarily exercised by professional consultants in similar fields and circumstances in accordance with sound professional practices. Consultant also warrants that it is familiar with all laws that may affect its performance of this Agreement and shall advise City of any changes in any laws that may affect Consultant's performance of this Agreement. 1.3. Warranty. Consultant warrants that it shall perform the services required by this Agreement in compliance with all applicable Federal and California employment laws including, but not limited to, those laws related to minimum hours and wages; occupational health and safety; fair employment and employment practices; workers' compensation S:A Public1'Vorks\IFCA's\2 010A11i'10.O4.10\Agra-moot for Gcott hInyestigat ins&Coasl.ructiooMat,rial f.esting\i1einuw,lnc\Twining Aireerncitt Ceo ech aatil Constr taterial1esting 1(&01-10.doc 1 EXHIBIT C insurance and safety in employment; and all other Federal, State and local laws and ordinances applicable to the services required under this Agreement. Consultant shall indemnify and hold harmless City from and against all claims, demands, payments, suits, actions, proceedings, and judgments of every nature and description including attorneys' fees and costs, presented, brought, or recovered against City for, or on account of any liability under any of the above-mentioned laws, which may be incurred by reason of Consultant's performance under this Agreement. 1.4. Non-discrimination. In performing this Agreement, Consultant shall not engage in, nor permit its agents to engage in, discrimination in employment of persons because of their race, religion, color, national origin, ancestry, age, physical handicap, medical condition, marital status, sexual gender or sexual orientation, or any other category protected by law, except as permitted pursuant to Section 12940 of the Government Code. Violation of this provision may result in the imposition of penalties referred to in Labor Code, Section 1735. 1.5 Non-Exclusive Agreement. Consultant acknowledges that City may enter into agreements with other consultants for services similar to the services that are subject to this Agreement or may have its own employees perform services similar to those services contemplated by this Agreement. • • 1.6. Delegation and Assignment. This is a personal service contract, and the duties set forth herein shall not be delegated or assigned to any person or entity without the prior written consent of City. 1.7. Business License: The Consultant shall obtain and maintain a valid City Business Registration Certificate during the term of this Agreement. 1.8. Duty of Loyalty/Conflict of Interest: The Consultant understands and agrees that Consultant shall maintain a fiduciary duty and a duty of loyalty to the City in performing Consultant's obligations under this Agreement. Consultant, in performing its obligations under this Agreement, is governed by California's conflict of interest laws, Government Code Section 87100 et seq., and Title 2, California Code of Regulations Section 18700 et seq. 1.8.1 Prior to performing any services to City under this Agreement, Consultant shall provide the City Engineer a written list of the Assessor Parcel Numbers and general location or address of any and all real property located in the City of San Bernardino in which Consultant has any ownership interest, or which is the location of any pending project that is a source of income for Consultant. Consultant shall keep this list current on a monthly basis during the entire term of this Agreement. 1.8.2 Consultant shall not work on any task that is related to any real property that is located within 500 feet of any parcel in which Consultant has any ownership interest or which is the location of any pending project that is a source of income for Consultant. S:\_Engineering\RFCA's\2010 All\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Twining,lnc\Twining Agreement Geotech and Constr Material Testing 10-04-10.doc 2 EXHIBIT C 2.0. COMPENSATION AND BILLING 2.1. Compensation. Over the term of this Agreement, Contractor shall be paid for such on-call services in accordance with Attachment 2 "Schedule of Prices May 24, 2010", attached and incorporated herein, subject to an aggregate limit of$300,000 in payment for work performed by all consultants performing On-Call Geotechnical Investigations and Construction Material Testing. City shall distribute work among its consultants in a manner that best meets the needs of the City. City makes no guarantee to Consultant regarding the amount and/or the dollar value of the work assigned to Consultant. 2.2. Additional Services. Consultant shall not receive compensation for any services provided outside the scope of services specified in the Response unless the City or its Managing Engineer for this Project, prior to Consultant performing the additional services, approves such additional services in writing. It is specifically understood that oral requests and/or approvals of such additional services or additional compensation shall be barred and are unenforceable. 2.3. Method of Billing. Consultant may submit invoices to City's Managing Engineer for approval on a progress basis, but no more often than monthly. Said invoice shall be based on the total of all Consultant's services which have been completed to City's • • sole satisfaction. City shall pay Consultant's invoice within.forty-five (45) days from the date City receives said invoice. Each invoice shall describe in detail, the services performed and the associated time for completion. Any additional services approved and performed pursuant to this Agreement shall be designated as "Additional Services" and shall identify the number of the authorized change order,where applicable, on all invoices. 2.4. Records and Audits. Records of Consultant's services relating to this Agreement shall be maintained in accordance with generally recognized accounting principles and shall be made available to City or its Managing Engineer for inspection and/or audit at mutually convenient times for a period of three(3) years from the Effective Date. 3.0. TIME OF PERFORMANCE 3.1. Commencement and Completion of Work. The obligation to perform the professional services to be performed pursuant to this Agreement shall commence within five (5) days from the Effective Date of this Agreement. Said services shall be performed in strict compliance with the Project Schedule issued by the Managing Engineer. Failure to commence work in a timely manner and/or diligently pursue work to completion may be grounds for termination of this Agreement. 3.2. Excusable Delays. Neither party shall be responsible for delays or lack of performance resulting from acts beyond the reasonable control of the party or parties. Such acts shall include, but not be limited to, acts of God, fire, strikes, material shortages, compliance with laws or regulations, riots, acts of war, or any other conditions beyond the reasonable control of a party. S:\_Engineering\RFCA's\2010 All\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Twining,Inc\Twining Agreement Geotech and Constr Material Testing 10-04-10.doc 3 EXHIBIT C • 4.0. TERM AND TERMINATION • 4.1. Term. This Agreement shall commence on the Effective Date and continue through June 30, 2011, unless previously terminated as provided herein or as otherwise agreed to in writing by the parties. An administrative extension of one additional year may be authorized, subject to the prior written agreement of both parties. 4.2. Notice of Termination. The City reserves and has the right and privilege of canceling, suspending or abandoning the execution of all or any part of the work contemplated by this Agreement, with or without cause, at any time, by providing written notice to Consultant. The termination of this Agreement shall be deemed effective upon receipt of the notice of termination. In the event of such termination, Consultant shall immediately stop rendering services under this Agreement unless directed otherwise by the City. 4.3. Compensation. In the event of termination, City shall pay Consultant for reasonable costs incurred and professional services satisfactorily performed up to and including the date of City's written notice of termination. Compensation for work in progress shall be prorated as to the percentage of work completed as of the effective date of termination in accordance with the fees set forth herein. In ascertaining the professional services actually rendered hereunder up to the effective date of termination of this • • Agreement, consideration shall be given to both completed work and work in progress, to complete and incomplete drawings, and to other documents pertaining to the services contemplated herein whether delivered to the City or in the possession of the Consultant. 4.4 Documents. In the event of termination of this Agreement, all documents prepared by Consultant in its performance of this Agreement including, but not limited to, finished or unfinished design, development and construction documents, data, studies, drawings, maps and reports, shall be delivered to the City within ten (10) days of delivery of termination notice to Consultant, at no cost to City. Any use of uncompleted documents without specific written authorization from Consultant shall be at City's sole risk and without liability or legal expense to Consultant. 5.0. INSURANCE 5.1. Minimum Scope and Limits of Insurance. Consultant shall obtain and maintain during the life of this Agreement all of the following insurance coverages: (a) Comprehensive general liability, including premises-operations, products/completed operations, broad form property damage, blanket contractual liability, independent contractors, personal injury with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and aggregate. (b) Automobile liability for owned vehicles, hired, and non-owned vehicles, with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and S:\_Public Works\.RF CA's\207.0 All\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Twining,irlc\Twining Agreement Geolech and Constr Material"1'estrig'10-04-10.doc 4 EXHIBIT C aggregate. • (c) Workers' compensation insurance as required by the State of California. (d) Professional errors and omissions ("E&O") liability insurance with policy limits of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and aggregate. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. 5.2. Endorsements. The comprehensive general liability insurance policy shall contain or be endorsed to contain the following provisions: (a) Additional insureds: "The City of San Bernardino and its elected and appointed boards, officers, agents, and employees are additional insureds with respect to this contract with City." (b) Notice: "Said policy shall not terminate, nor shall it be cancelled, nor the coverage reduced,until thirty(30) days after written notice is given • • to City." (c) Other insurance: "Any other insurance maintained by the City of San Bernardino shall be excess and not contributing with the insurance provided by this policy." 5.3. Certificates of Insurance. Consultant shall provide to City certificates of insurance showing the insurance coverages and required endorsements described above, in a form and content approved by City, prior to performing any services under this Agreement. 5.4. Non-limiting. Nothing in this Section shall be construed as limiting in any way, the indemnification provision contained in this Agreement, or the extent to which Consultant may be held responsible for payments of damages to persons or property. 6.0. GENERAL PROVISIONS 6.1. Entire Agreement. This Agreement constitutes the entire Agreement between the parties with respect to any matter referenced herein and supersedes any and all other prior writings and oral negotiations. This Agreement may be modified only in writing, and signed by the parties in interest at the time of such modification. The terms of this Agreement shall prevail over any inconsistent provision in any other contract document appurtenant hereto, including exhibits to this Agreement. 6.2. Representatives. The City Engineer or his designee shall be the representative of City for purposes of this Agreement and may issue all consents, approvals, directives and agreements on behalf of the City, called for by this Agreement, except as otherwise expressly S:APublic Works\RFCfi's\2010 All\7.0-04-10\Agr ement for Geotecll Investigations&Construction Material TestingV'Twining,Inc\Twining Agreement Geoteeh an t Constr Material lasting 10-01-1O.doc 5 EXHIBIT C • provided in this Agreement. • Consultant shall designate a representative for purposes of this Agreement who shall be authorized to issue all consents, approvals, directives and agreements on behalf of Consultant called for by this Agreement, except as otherwise expressly provided in this Agreement. 6.3. Project Managers. City shall designate a Managing Engineer to work directly with Consultant in the performance of this Agreement. Consultant shall designate a Contract Inspector(s) who shall represent it and be its agent in all consultations with City during the term of this Agreement. Consultant or its Contract Inspector(s) shall attend and assist in all coordination meetings called by City. 6.4. Notices. Any notices, documents, correspondence or other communications concerning this Agreement or the work hereunder may be provided by personal delivery, facsimile or mail and shall be addressed as set forth below. Such communication shall be deemed served or delivered: a) at the time of delivery if such communication is sent by personal delivery; b) at the time of transmission if such communication is sent by facsimile; and c) 48 hours after deposit in the U.S. Mail as reflected by the official U.S. postmark if such communication is sent through regular United States mail. - IF TO CONSULTANT: IF TO CITY: Brian Kramer Robert Eisenbeisz President and Principal Engineer City Engineer Twining, Inc. 300 North"D" Street 732 East Carnegie Drive, Suite 100 San Bernardino,Ca 92418 San Bernardino, CA 92408 Fax: 909-890-4299 Fax: 909-384-5573 Tel: 909-383-6660 Tel: 909-384-5019 6.5. Attorneys' Fees. In the event that litigation is brought by any party in connection with this Agreement, the prevailing party shall be entitled to recover from the opposing party all costs and expenses, including reasonable attorneys' fees, incurred by the prevailing party in the exercise of any of its rights or remedies hereunder or the enforcement of any of the terms, conditions, or provisions hereof. The costs, salary and expenses of the City Attorney and members of his office in connection with that litigation shall be considered as "attorneys' fees"for the purposes of this Agreement. 6.6. Governing Law. This Agreement shall be governed by and construed under the laws of the State of California without giving effect to that body of laws pertaining to conflict of laws. In the event of any legal action to enforce or interpret this Agreement, the parties hereto agree that the sole and exclusive venue shall be a court of competent jurisdiction located in San Bernardino County, California. 6.7. Assignment. Consultant shall not voluntarily or by operation of law assign, transfer, sublet or encumber all or any part of Consultant's interest in this Agreement without S:APublic Works\RFC A's\2010 All\10-04-10\Agrccment for Geolech Investigations 6z Construction Mat.rial Testing\Twining.Inc\Twining Agrcem.ent.Ceolech and Constr Material.'1 esting 10-01-10.doc 6 EXHIBIT C • City's prior written consent. Any attempted'assignment, transfer, subletting or encumbrance shall be void and shall constitute a breach of this Agreement and cause for termination of this Agreement. Regardless of City's consent, no subletting or assignment shall release Consultant of Consultant's obligation to perform all other obligations to be performed by Consultant hereunder for the term of this Agreement. 6.8 Indemnification and Hold Harmless. Consultant shall protect, defend, indemnify and hold harmless City and its elected and appointed officials, officers, and employees from any and all claims, causes of action, liabilities, expenses, including attorney fees, damage to property or injuries to or death of any person or persons or damages of any nature including, but not by way of limitation, all civil claims or workers' compensation claims, arising out of or in any way connected with the intentional or negligent acts, errors or omissions of Consultant, its employees, agents or subcontractors in the performance of this Agreement. 6.9. Independent Contractor. Consultant is and shall be acting at all times as an independent contractor and not as an employee of City. Consultant shall secure, at its expense, and be responsible for any and all payment of Income Tax, Social Security, State Disability Insurance Compensation, Unemployment Compensation, and other payroll deductions for Consultant and its officers, agents, and employees, and all business licenses, if • any are required, in connection with the services to be performed hereunder. • 6.10 Ownership of Documents. All findings, reports, documents, information and data including, but not limited to, computer tapes or discs, files and tapes furnished or prepared by Consultant or any of its subcontractors in the course of performance of this Agreement, shall be and remain the sole property of City. Consultant agrees that any such documents or information shall not be made available to any individual or organization without the prior consent of City. Any use by the City of such documents for other projects not contemplated by this Agreement, and any use of incomplete documents, shall be at the sole risk of City and without liability or legal exposure to Consultant. City shall indemnify and hold harmless Consultant from all claims, damages, losses, and expenses, including attorneys' fees, arising out of or resulting from City's use of such documents for other projects not contemplated by this Agreement or use of incomplete documents furnished by Consultant. Consultant shall deliver to City any findings,reports, documents, information, data, in any form, including but not limited to,computer tapes, discs, files, audio tapes or any other Project related items as requested by City or its authorized representative, at no additional cost to the City. 6.11 Public Records Act Disclosure. Consultant has been advised and is aware that all reports, documents, information and data including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, and provided to City may be subject to public disclosure as required by the California Public Records Act (California Government Code Section 6250 et. seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code Section 6254.7, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way, be liable or responsible for S:A_Public Works\RFCA's\20i0 All\10-04 10\A rk_enient for Geotech Investigations&Construction Ivlaterial Testing\Twining,lain\Twining Agreement Cieotedi and Constr Malerial Testing 10-04-10.1oc 7 EXHIBIT C the disclosure of any trade secret including, without limitation, those records so marked if • disclosure is deemed to be required by law or by order of the Court. 6.12. Responsibility for Errors. Consultant shall be responsible for its work and results under this Agreement. Consultant, when requested, shall furnish clarification and/or explanation as may be required by the City's representative, regarding any services rendered under this Agreement at no additional cost to City. In the event that an error or omission attributable to Consultant occurs, then Consultant shall, at no cost to City, provide all necessary design drawings, estimates and other Consultant professional services necessary to rectify and correct the matter to the sole satisfaction of City and to participate in any meeting required with regard to the correction. 6.13. Prohibited Employment. Consultant will not employ any regular employee of City while this Agreement is in effect. 6.14. Order of Precedence. In the event of an inconsistency or conflict in this Agreement and any of the attached Exhibits or Attachments, the terms set forth in this Agreement shall prevail. 6.15. Costs. Each party shall bear its own costs and fees incurred in the preparation and negotiation of this Agreement and in the performance of its obligations hereunder except as expressly provided herein. 6.16. No Third Party Beneficiary Rights. This Agreement is entered into for the sole benefit of City and Consultant and no other parties are intended to be direct or incidental beneficiaries of this Agreement and no third party shall have any right in, under or to this Agreement. 6.17. Headings. Paragraphs and subparagraph headings contained in this Agreement are included solely for convenience and are not intended to modify, explain or to be a full or accurate description of the content thereof and shall not in any way affect the meaning or interpretation of this Agreement. 6.18. Construction. The parties have participated jointly in the negotiation and drafting of this Agreement. In the event an ambiguity or question of intent or interpretation arises with respect to this Agreement, this Agreement shall be construed as if drafted jointly by the parties and in accordance with its fair meaning. There shall be no presumption or burden of proof favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement. 6.19 Amendments. Only a writing executed by the parties hereto or their respective successors and assigns may amend this Agreement. 6.20. Waiver. The delay or failure of either party at any time to require performance or compliance by the other of any of its obligations or agreements shall in no way be deemed a waiver of those rights to require such performance or compliance. No waiver of any provision of this Agreement shall be effective unless in writing and signed by a S:\ Public Work s\RFC A's\201(1 All\10-04-10\Agreement for Geotecli Investigations&Construction I\late)ial Testing\Twining,Inc\Twining Agreement Cl(otech and Consi Material Testing 10-04-10.doc 8 EXHIBIT C duly authorized'representative of the party against whom enforcement of a waiver is sought. The waiver of any right or remedy with respect to any occurrence or event shall not be deemed a waiver of any right or remedy with respect to any other occurrence or event, nor shall any waiver constitute a continuing waiver. 6.21. Severability. If any provision of this Agreement is determined by a court of competent jurisdiction to be unenforceable in any circumstance, such determination shall not affect the validity or enforceability of the remaining terms and provisions hereof or of the offending provision in any other circumstance. 6.22. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original. All counterparts shall be construed together and shall constitute one agreement. 6.23. Corporate Authority. The persons executing this Agreement on behalf of the parties hereto warrant that they are duly authorized to execute this Agreement on behalf of said parties and that by doing so, the parties hereto are formally bound to the provisions of this Agreement. 6.24 Damages. The Parties agree to waive any rights to incidental or consequential • and punitive damages arising out of performance under this Agreement whether in torts or contracts or in law or in equity. /// /// • S:\_Engineering\RFCA's\2010 All\10-04-10\Agreement for Geotech Investigations&Construction Material Testing\Twining,Inc\Twining Agreement Geotech and Constr Material Testing 10-04-10.doc 9 EXHIBIT C • AGREEMENT FOR SERVICES FOR ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their respective authorized officers, as of the date first above written. CITY OF SAN BERNARDINO, CONSULTANT A Municipal Corporation TWINING, INC. By Charles E. McNeely, City Manager Signature Name and Title Approved as to form: • • James F. Penman, City Attorney By .cr._ S:\_Public Works\I FCA's'\2010 All\10-04-t0\Agreem r t for Geoiech Investigations&Constriction Material Testing\Twininc,In_ATwiit ng Agreement Geutech and Consti Material Testing 10-04-10.doc 10 ATTACHMENT"1" TO EXHIBIT "C" May 24, 2010 Proposal No.: 10-1604 City of San Bernardino Mr. Michael Grubbs, P.E., Project Manager Development Services Department 300 North "D"Street San Bernardino, CA 92418-0001 AT W I N I N G Oi t is t; Subject: Response to Request for Proposal for On-Call Geotechnical Investigation 909.383.0600 and Construction Material Testing 909 891)4299 Dear Mr. Grubbs: t\,;ninginc.corn Twining, Inc. is pleased to present our proposal in response to the City of San Bernardino's Request for Proposals — On-Call Geotechnical Investigation and Construction Material Testing. We have comprehensive and extensive experience providing the services outlined in the request for proposals, and the internal resources to efficiently meet all of the City's expectations. Twining has experience in providing geotechnical and material testing services for various cities and counties. Our firm has over one hundred years of experience, more than 200 personnel, and unparalleled expertise in geotechnical engineering, materials consulting, testing and inspection for critical commercial and infrastructure projects. Our comprehensive laboratory capabilities, exceptional technical staff, and commitment to quality project management will make us a valuable member of your project team. Twining has been at the forefront of construction materials testing since its inception in 1898. Our firm is accredited by the AASHTO, Cement and Concrete Reference Laboratories (CCRL), the Department of the State Architect (DSA) and meets the current requirements of Caltrans, and the U.S. Army Corps of Engineers. In addition, our inspectors hold multiple statewide certifications including but not limited to DSA, Office of Statewide Health Planning Development (OSHPD), International Code Council (ICC)American Concrete Institute (ACI) and Caltrans. Twining is especially excited about the prospect of involvement in upcoming projects for the City of San Bernardino. Our local office and state of the art laboratory is located in San Bernardino which allows us greater flexibility to better service our clientele in the San Bernardino area. We would like the City to experience the excellence of service that Twining is poised to provide. 732 1 ast C.irnegie Uri■r,Suite 100 San Bernardino,C,A'92408 •`• + '` ,1 k'!'•r6"",'F`�b, �yFd.?a� ,.i1�hF'� +4:;n c T�?R w �r k x'F4f -'i Lid �tx'� � N y 49,9' + a :` ,a� S a i *"041F';'''.443 a. �. .. J' ! , 1�• ,�r fix;r 3,Y 'e't ��'y�+t @�ad°'+r .a w-c d :�; " it z `�i`,',k. i�'r:ay ,t_ F Again we would like to thank you for inviting us to present this proposal. We appreciate your time and consideration and would be more than happy to provide a tour of our facility and introduce you to our technical experts face to face. If service and quality are among the foremost of your requirements for an independent testing laboratory, please contact me directly at(909) 383-6660 to receive further information regarding Twining. Sincerely, Twining, Inc. /94.dzi.oge , Paul Soltis, R.C. ., G.E. Brian Kramer, R.C.E., G.E. Senior Geotechnical Engineer President and Principal Engineer F,Nrt3` 4:42e,‘ '':t� , °?;ty w�,° e `�yr3' * :M:; n t' �, e ;r �. ,; ,? `,1� 4nri.„air _ i` -'-:', ,:•#�i. 3' ) I,i tO•k Y,. 4q,* ",�4.14 ir, C s'.0 } x gs r.-;'�'�'a°'.c�?a�..; ar5� r .. a .. '+ " !p,'.9 e P "8 9 �x 1" '' .is . N s�^ P m„ ! 1 Y' i a+ . a aj,,, „�vey r '.4 i y n.""':'.4f .,s,, r .TI+.44—# #.^ ' ' ,,,r fi ...£. ` .:. 1 s 3 ,•n�r t t r s g *.` # d ';. '. x ray x , .' � a u +. 3 , • �" t .„i w A . r ;A w ' .4 , " si��"s aFrt , l �.��, g{�',a.S�N��.i?A.� r�"'�"�` 'tr u�...y '#;� rr ?��ty �'eF�yt�4;t'a'���`'�'�. �,+ �t�n a + �r;;:,��d cr.�; "��t,, r'� �' '9��x1u7 •''e,,r:`y�-;�''�w' N,. �tk k�, ` : -, 1,4;i ' a sµi,4.,:"r�` 4�o ?•1 : . .4i, .. !' :� ., ��qq� 1 1 1 TABLE OF CONTENTS I I Section 1: Qualifications and Prior Experience I ♦ Introduction and Local Presence • Firm History I • Relevant Services 1 • Past Experience 1 Section 2: Key Personnel 1 • Team Organization Chart • Proposed Project Manager 1 • Identification of Other Key Personnel and Statement of Availability • Resumes and Certifications for Representative Field Staff L 1 Section 3: Location and Contact Information • Laboratory Location I • 24/7 Contact Information for Key Personnel I Section 4: Laboratory Certifications i • Caltrans Certification I • AMRL Certification • Army Corps of Engineer Certification I Section 5: Required Statements • City of San Bernardino Business License and Related Statement I • Statement of Local Preference Eligibility I • Statement of Availability • Statement Regarding Draft Agreement I • Proposer's Certification and Acknowledgement of Addenda II Section 6: Additional Information on Twining, Inc. C 1 I t i 1 $a..., ... ,a r- . ,'r.,s9:w.kpl94.y�,�-G o "'fir' " �� �-��. �` .r- iar� ' ,�, �;R S vr; b lha„'a, �.i°. *� � ��`F' �#y S. � '� E?e'��# }} �' 14.7: �' � �, Cam`. .; _' y�.. .'..,+T *,° �,�,. K �' r '�d� -0 *,_` q Sbr3 f' L T 'k'"�3 ..4�4 xh�£� ',s *, �`�..5:. ,f, 5t" a�A Y, , z'+v&'4 R `?'s } ' �x R+t'Fs�r F' { � ' ;. a a ti u V t. T,:yx +s` ,C q, . 4 F 4 r,4 a, vk -:w ‘.4.4-4, P 4 4 � �a �rY���' 3 nix b, �'� n i �. � �+i x_;����. f F. �; 4� 1� � ,r� ;.. rg ' � .��. irt� a. n` �f�,yydti i § d Y a � r A.� ���� '� �p,4r' �yy x�€�, . k .t� � ,r,.. , ��)i %,.'�Em#��`Nk...�y.�, <SR�'�' T.^` .. `. i.d«{`:'t i`; k�Rk.f�i'p9�m. a Y tt%. �'@l�£%-.- 44i^C. �....;A$YS�'„„�i ..,�'?u-?,�` ".$.$�{ .t��.�l ..m�+ V 3. I Firm's Qualifications INTRODUCTION AND LOCAL PRESENCE I and Prior Experience Twining, Inc. is a full-service quality assurance and quality control company with unmatched technical expertise, laboratory capabilities, and personnel resources. We have more than a century of experience providing I engineering,testing and inspection services to the construction industry in California. I Twining's San Bernardino facility includes a state-of-the-art Caltrans certified laboratory located less than five miles from the City's Development Services Department. Given our local presence, we are tremendously excited about 1 this opportunity to provide soils, concrete and asphalt testing services to the City of San Bernardino. Our facility and personnel located in San Bernardino have worked or are working on many significant projects in the area, I including: • Route 15 Rehabilitation(Caltrans 08-472214) • Route 138 Widening in Phelan(Caltrans 08-4769V4) • Cantu Galleano Roadway Improvements I Twining employs one of the largest Caltrans certified field inspection staffs in San Bernardino County,our certified technicians are dispatched directly from our San Bernardino office and are available within thirty minutes notice. r FIRM HISTORY I i 1' Founded in 1898 and incorporated in 1959,Twining takes pride in its reputation for trustworthiness and excellence. °"- .,r” Following in the footsteps of previous generations, Edward M. Twining, Jr., CEO and Principal, is the fourth I /t , I 1 generation of the Twining family to lead the company. Ii : The company has dedicated a segment of their resources to serving the unique needs of public agencies in a F`` —''�`_ —,rr. variety of capacities. From quality assurance services on critical infrastructure construction projects to consulting s Y ° µ services related to pavement evaluation and design, the firm is well positioned to help cities, counties and other r I ' agencies ensure that their projects are completed with the highest quality and integrity. Over the years, Twining has developed a strong industry reputation by providing sound engineering, testing, and I inspection services on every project. Still, we recognize that the true measure of our performance rests in the satisfaction of our clients. In the end,we are evaluated on the safety and durability of the structures and pavements we test and inspect. Our team members remain cognizant of our company motto, "Building excellence since 1898." OVERVIEW OF THIS SUBMITTAL I '" We have organized our response to your request for proposals in a manner that we feel will provide the pertinent information in a clear and concise manner. In this first section(Section 1), you will find an overview of our relevant I capabilities and a selection of project profiles that show our past experience. I In Section 2 we have provided an overview of our project team organization and identified our proposed project manager and key personnel.We have also included a matrix of available Caltrans certified technicians who posses I the required certifications for the City of San Bernardino's projects, and resumes (with certifications) of technicians representative of those we would use when servicing the City's projects. I Section 3 identifies our San Bernardino laboratory location and provides 24/7 contact information for key personnel. I Section 4 contains a selection of certifications for our San Bernardino laboratory including Caltrans and AMRU AASHTO. - I t .. 0, .,,,,,,,;:-.../4trAl Section 5 addresses our San Bernardino business license and all required statements delineated in the RFP, I including Statement of Local Preference Eligibility, Statement of Availability and Statement Regarding the Draft Agreement.Also in this section is the acknowledgement of addenda for the RFP. I Section 6 includes additional information about Twining and the services we provide. I CI 'I' l' O1 I San Bernar I mo 1 p nx l � ff rT .'.F 1� �� �.,: ,Li A !A?,;. �5 � V..�u�__;u �jSS,�� 1 ,�i:f 44ry f �{' P i �`{i rl g�,rc c.['. 6 + ra. .t�. '%n4a NEE x,u' '4 ..s.,.. & S. f 8Yr 'i 2 v1_`_ 1t, s 92 Q O 1I�1 '..^.x. ';:.4 +7 :IiiI£'4I S` t r'c?S' -:.;. .f1 :, hlft ;h:T w,i, . n!' tt ,,t. .xv, yr"'t,�� ,.ik i d ,,rt. Of 'di.SAWI ,� u . .3�rn V t 4 zr $ '�f Y. Y'�4 --, ,`^ h &+.:'' f ski ,:,`,,..,1' ,- , i.,1,k x 'k7, Z ,�.yd' t,zs jam, dj µeyti ..,tifA �c�ryFt'S, ,;b 4 m r. •d ka = I ,ryr§C� .. ' '" a". A,t.. Lr '� r. �'+�. ;,,,, ,1. , t°',n-y`"y'"7'i ,,,,, 4.,,,,„0,'�I a it+Y `'t' saa ti'-c.F1 ; „,:,-.1 ` y , if' + , v N actor ".fl. ' N� -'. ,. z .6-k;v8: p'�+ a::,-.-, ,44.4,b�z' '� 4 a s'%n i ;b.^ .;~ r � vt` ''`x . '�" z4 .„ t �, aet" ,.r�C xzz I K �r' y' "t "' , '� *ate � �� tik ;t �' :_,?�'t `;�" ' .-,`?�.{ �;� r�0.ba��. � � ��*r •''��� I Firm's Qualifications GEOTECHNICAL ENGINEERING DIVISION I and Prior Experience Twining employs four geotechnical engineers and a Certified Engineering Geologist registered in the State of (continued) California.The president of the company, Brian Kramer, R.C.E, G.E.,is a registered civil and geotechnical engineer. 1 Senior Geotechnical Engineer Paul Soltis, R.C.E., G.E., holds a master's degree from the University of Colorado. In addition, Principal Engineering Geologist Richard Hazen, R.G., C.E.G.,holds degrees from Stanford and UCLA and d has over twenty years experience as a geologist in California. These gentlemen oversee the geotechnical functions of the firm and are supported by a staff of registered geotechnical engineers, registered civil engineers and geolo- I gists. Resumes of key geotechnical personnel can be found later in this qualifications package. I In addition to the design consulting services provided by our geotechnical engineers and geologists, we also pro- vide construction support and inspection services. We have experienced technicians that routinely provide field observation and testing of the type being requested by the City. They are well versed in compaction testing using both sand cone and nuclear gauge methods, and they have convenient access to our 21 nuclear gauges, so avail- ability is not an issue.Our engineers provide ongoing training to our field soil technicians to constantly improve and reinforce their skills related to field testing. GEOTECHNICAL TESTING Twining's San Bernardino laboratory is located just a few miles from the San Bernardino Department of Public Works Division offices. This state-of-the-art facility is certified by Caltrans, CCRL, AMRLIAASHTO, We have additional laboratories in Long Beach, San Diego and Ventura that can provide support to our San Bernardino ' facility, along with a fleet of mobile laboratories that provide convenience for even the most remote projects. Our fully-accredited geotechnical engineering laboratories are equipped to perform the standard tests needed in I geotechnical engineering evaluations,including but not limited to • In Situ Density and Moisture Content • Expansion Index •Atterberg limits A Sieve Analysis I •Maximum Dry Density • Direct Shear •Consolidation A Sand Equivalent •Cleanness Value • Soundness •R-Value I All laboratory testing operations are overseen by a Registered Geotechnical Engineer. With the large amount of construction-related, time-sensitive work that Twining performs, our laboratories understand the importance of I efficient turnaround times for testing. I We understand that the project will consist of performance of geotechnical engineering tasks from collection of soil samples during drilling for a preliminary geotechnical subsurface exploration, to overseeing grading and fill I placement operations in the field. Twining has the in-house capability to take a project from its conceptual design phase and follow it through to completion of construction. We expect our involvement with a typical geotechnical I project for the City to be as follows. I • Based on conceptual design developed by the City, Twining will perform a subsurface exploration that may include drilling hollow-stem-auger drilling (or other types of drilling, depending on needs). Twining is highly 1 conscientious during this phase of work to ensure that existing underground structures and utilities are carefully located in the work area to avoid conflict with these structures. We would contact the Underground Service I Alert,as required by law, and we would also work very closely with City personnel and City as-built utility plans to mitigate the potential for damage to existing utilities and structures. We understand that the City expects the I majority of subsurface exploration borings to be on the order of 15 feet. The subsurface conditions encountered in the borings will be logged by a Twining engineer or geologist and the samples collected will be I - carefully labeled and transported to our laboratory for review and testing. Upon completion of each boring, Ws-, -'' Twining will backfill the boring and restore the surface to its original condition. I .M ® k(e)).'s°4 (continued) I CITY OF ho San Bernar 1 1 yi �.m�tt ,;.-�N'F a'4- :r 4���".�',� 4�.�,r ! �, � �.4T{� �t����-,�,,Yt '4r, u�., �yJ'k i�s".a;t,'��`. -�d�� '�a � '�-:3 £,,key ii'�.-�`.T' .�.. � �.r a., 4,1 !€ fit' , ,; o% r may,f ., #-Nt „< li ,O ' ` '41 q; .0 �G . { �a 4 y 1 ri: �7 ��+ .�:` & @n ?r '�� "Sri' �Dd �,�tr" �`"'� � d _ '�;.' p ,„5: ti t'.M++N �v'0 „.44 d "� ' Xr:; +d?,, t t x� 4 K ify. -�ktr, ""S `E 2”" ' r is e'' r' ra,a ,x�,�:. �K'.: ,f,4, °A .;�, 't /r, s **4. 'Y a' 4 ...1., .x�\F''1: 1,ri'."..4 I&: ,ti-tJ tt '� 1-410 „t .� ,'4 8, r t^-s,. . '>vC.?' . � �, 'a,'s. ht, w" KRw of At 'Z I Firm's Qualifications • Based on the information and samples obtained from our borings, we will assign laboratory testing to the I and Prior Experience soil coll be ected. Long laboratories (continued) toex expedite turnaround times Test esulltsw be reviewed professional engineers final written reports of those results developed for submittal. • We will develop as-needed geotechnical recommendations for the project. Recommendations would E include suitability of existing soil materials to support proposed project, foundation recommendations, I utility installation and backfill recommendations, pavement recommendations and other geotechnical rec- ommendation as applicable to the project. Our recommendations will be summarized in a final written I report that will be submitted to the City. The report will also include a summary of all the work done for the project,including boring logs,laboratory testing figures and results,and applicable geologic information as needed. • We propose to work closely with the City to ensure that the geotechnical recommendations are properly incorporated into project plans and specifications and to help identify the most efficient design approach for the project. Our experience on similar projects has proven this task to be invaluable as the results are more concise,clear plans and specifications,which mitigate the potential for delays and contractor change orders during the execution of the project. • Upon start of construction, Twining will provide soil technician and engineering support as needed during the grading operations for the project. In the field,our technicians will communicate with the City and the contractor to anticipate the site grading activities so that we can collect samples as needed and provide a timely turnaround on results to help mitigate delays during construction. Twining will perform as-needed compaction testing using both nuclear gages and sand cones,depending on the project needs. The com- ' - paction testing will be performed to ensure that the project requirements are met and results of the testing , ! will be provided to the City on a daily basis. Our report will indicate compliance with the project require- ments and clearly identify deficiencies in the work. Any deficiencies will be brought to the attention of the City and the contractor and will be tracked until all deficiencies are corrected and documented by Twining. I We note that Twining's geotechnical testing capabilities can be tailored to California Building Code or Caltrans requirements,as needed. The presented approach is typical for a geotechnical project that is brought to Twining at the design stage. However,Twining will also perform isolated tasks as presented above as individual projects warrant. I ASPHALT&CONCRETE TESTING Twining provides on-call quality assurance services for public works agencies throughout Southern California. We I have been intimately involved with the development of the Caltrans Section 39 (HMA Construction) specification and are active members of the Greenbook committee. With such experience, Twining has implemented quality I assurance programs for many cities and counties that comply with the requirements of the Local Assistance Procedures Manual and provide the relative reporting and certification requirements required for ARRA funded I projects. I During a typical quality assurance program for roadway rehabilitation projects, testing such as field compaction testing, placement inspection, extraction testing of the hot mix asphalt(HMA), and specific performance tests are I typically performed at the specified frequencies outlined in the Local Assistance Procedures Manual. For each project that receives federal funding a project specific quality assurance report is provided for the City's final Quality I Assurance file. The report outlines all quality assurance activities performed on the project and provides certification of the materials delivered to the project that were tested and inspected under the program. During the I course of construction,field test reports and laboratory tests are reported daily to the City of San Bernardino's public works representative. Twining has extensive experience and knowledge with Hot Mix Asphalt and Warm Mix As- I phalt materials. We have the resources that can be utilized for any materials consulting needs. (continued) I I c i -1 Y OF 1 San Bernar vino t . `, . _, r c .�i k k . ri 5-M r •:r i � , ' .a- r 3i° r a a A, ' " s l 4,a 4 a 34 ;;; >* �*� 4 A � '� te i9�, , i �A � ry . fi . r0 , ° ` ' � v � a , 1, k 1 �� ,u . � dC 4y7 9.5} e n w s rH ' 3 t E k o- * ; T '.1)�0'r � ( �i k0:4 „ 4m to � }yt,. �� „ � .,'�04,!4,,,...,uxa � � A .6u {x . .r M� �' ,, r x 2 i' r, . 2e � a 4 :: $ a, 1 � t� ^ d ;- 4,4 f P �g �� �` 0, N ad a .E. s� J r t �t � t� ., ,-',41,�€* h. d �'s � I I Firm's Qualifications Concrete testing that may be required for various projects will be performed as requested. Our field ACI and and Prior Experience Caltrans certified technicians will fabricate the test cylinders and protect them from disturbance until picked up and I (continued) delivered to our San Bernardino laboratory. Twining is capable of performing state-of-the-art tests to evaluate cementitious materials. In fact,in partnership with Caltrans we have been the leaders in the development of high fly ash and concrete mixes containing limestone to reduce the overall carbon footprint in the production of concrete I materials. Twining has resources that can be called upon for additional cementitious materials consulting needs. I Work performed in the field and laboratory will be documented in written reports. Field reports will be provided to the City on a daily basis and the reports will summarize the day's work, including compliance with project specifications. I Laboratory test results will also be provided to the City as they become available, any deficiencies in the field or laboratory testing will be brought to the immediate attention of the City and contractor and will be tracked by Twining until resolution is achieved. OTHER SERVICES r' Other services that Twining can provide and fall outside of the scope of basic services covered by this RFP include I the following: • Full-service geotechnical engineering consulting: Although generally covered in our response to the RFP, Twining can provide all geotechnical engineering consulting for various projects to be engaged by the City, including evaluation of shoring requirements/recommendations,rippability studies, slope stability analy- I . ; ses,evaluation of bearing capacity and settlement potential of various structural foundations and utilities, Y,---;- pavement evaluations and recommendations,deep foundation evaluation and recommendations,and I other essential geotechnical engineering support for your projects. In support of these services,between our laboratories in San Bernardino and Long Beach,Twining can provide quick turnaround on the full 1 range of geotechnical laboratory testing typically performed in southern California. • Cone penetration testing:Twining can provide cone penetration testing(CPT)as an alternative to drilling, if the project could benefit from such an approach. Projects that could benefit from this approach include • I F those that require liquefaction analyses,measurement of shear wave velocity of underlying soil materials, and rapid determination of depth to the ground water table. Twining would team with Kehoe Testing and ! Engineering to perform such services. In this teaming relationship,Twining would supervise the perform- ance of CPT's by Kehoe,document the findings,and provide analyses and recommendations resulting I from the CPT data. I • Ground penetrating radar(GPR): Twining's in-house capabilities include performing GPR studies of exist- ing concrete floor slabs,walls,and foundations to determine location of reinforcing steel in the concrete 1 and possible anomalies in the concrete. This can be a valuable resource when evaluating the structural condition/capacity of existing City-owned structures that are proposed for upgrade or expansion. In addi- ! tion to GPR,Twining can perform destructive testing on existing structures to collect core samples of con- crete and samples of reinforcing steel in the existing structures for strength/integrity testing. The test re- I ports will be reviewed by a Twining engineer and will be evaluated for compliance with project specifica- tions prior to reporting the results to the City. I • Twining's laboratory facilities include various-sized devices for testing tensile strength of reinforcing steel 6 elements. We have the capability to test all sizes of reinforcing steel,bolts and other metallic mechanical couplers. Additionally,Twining routinely performs bend testing of the reinforcing steel and we can sub- 1 - contract the testing of chemical properties of metallic construction elements,including reinforcing steel and bolts. 1 ''''''''''.70„....9-'% ''F'.;4'P (continued) c 1 '1_ Y O F San Bernar vi no .,v, y w 4i' ., r t.'' , + fir ' ma' 1E, *`` .', -, #`a,• '. ,z r zt rti ,y � 't + 3s s €" �y�' ear. ✓.�� x :::,,,t!,,--,A6.49„ -.:4-0,-,' + 'a+I�.,w" � �,f ' .c `alt.-�'�y!lk"��"�" 1�°..�a �� � ° L �+ �� ���4T F dt`,C c?.a d' ¢i ,;§'r'a.i r k ar;„t ' ut' ,3 +.�y, 6 te' i, °.. P � �„ ,.r r♦ :{r,�5; 1{`ry xe- _ + 'i 4”' ;;y, Pc+i- �i-,e..- -rp ck f` «,3 b` `4:. u 4; �n b' w 3 O,''e., s" , ., ? ';' ,+ !. T r.. ���x° h z��'�i +w st'dtv�. . ,,�} w � .SM, �....�,3,�`.. C'�4 :-+. ,,.c tk ya -t. X ,.Y y F ! zi4 trio,- ty , $ k7 'yi .ko {3, +: R ,, mt b 6k 1 +w �n-a s � $�ii¥i.� -'• �.� ,,,. +,,,, 's�. ., uek_.ate,.. •; .'3s. x4% La ..£, 1'"..,4C,. I Firm's Qualifications • Environmental engineering consulting: Twining has established a relationship with Geosyntec Consult- ' and Prior Experience ants of Huntington Beach,California,through several projects successfully executed with them. Through I (continued) this previous work with them, Geosyntec has proven their commitment to provide timely,professional services related to environmental engineering consulting. This service would be necessary if an Environ- s mental Site Assessment(ESA)is required,or if suspect materials are encountered on site or are proposed to be brought on site. Geosyntec can provide guidelines regarding allowable levels of specific constitu- I ents in soil and/or water and provide engineering evaluation and recommended resolution of such condi- tions. I • Multi-certified inspectors: Twining employs several inspectors that are capable of performing field geo- I technical observation and testing as well as field observation and testing for other construction materials including concrete and reinforcing steel. Twining will identify the most qualified inspector based upon the scope each City-proposed project and utilize that inspector for the project for the majority,if not all,field inspection services. I • Specialty laboratory testing: Twining can develop as-needed specialty testing programs including the development of special test fixtures for testing of items that are unusual in shape and size. Our specialty laboratory testing also includes testing fiberglass used in fiber-wrapped columns,which are commonly i k ,, employed in renovation of existing structures. Also included in this section is the performance of plate ',, load testing,which can used to measure the modulus of subgrade reaction(design value used in pave- !' "A '...,';' :, '-,:',-.: ,, ment design)directly in the field. :r PRIOR EXPERIENCE ,: ' ; The following projects are representative examples of Twining's public works experience. In addition to these select projects,Twining performs quality assurance testing and inspection services for the County of Los Angeles,County I �� of Ventura, Kern County, City of Ontario, City of Rialto, City of Redondo Beach, City of El Segundo, City of Haw- 4. ._ ,` {:' ` r thorne,City of Santa Clarita,City of Thousand Oaks,City of Monterey Park,City of Azusa, City of Simi Valley. I I I I 1 I I I I I ,,., Q41)el (4 k- t 1 L' I 1 0I 1 San Bernar I[no ':..ix"`s'3' F.Y �:S k '3.p w Alt,- i{- '''1 R7 3'4 '?1¢'a '¢+Y Eh ...:.44,; .l F •;• 4 '*_.*�..•„ M1K.� Y_ 1 & .o40 .A.*:,1 #`s , ''¢.;�' .,, '-'-r.,....;,•,::- .4-:• ,4_;:.4.1-:.:::'.c.'-A 410.+4 t e a.i, y f °Ts", �'`', n ,;+ a.,R +, ` ?E a�w i t ; +ite si 0x r� 2 d e yri °& .at ,� *' a ,, A' '9 4, . Lli- ', ; °AO:... fe r. OVs:2n"�> ,y ry; W>1..:. -y t t: #4'.:',4.-- `�'�"'J Viit ' n:;,t " ,, •` $. ;"i r a ,,,-4, . .T 1t�". .N.IfY r X55.-. �55yy ctw x aM i - f * t a* �'1i rr.� �'� �` �' '4'k m {ti! 4 *rim i ,".? "s 4 { ""s24r 4A; x �wr, if-' t �v� � 41' fit -. ,c 'r.c h, *°e;..7 II Firm's Qualifications Caltrans District 8: Route 138 Widening(08-4769V4) � and Prior Experience Phelan,California (continued) This project called for 133,000 metric tons of QC/QA Type C PBA-6A asphalt concrete totaling nearly$160 million in construction cost. The project was the first in the state to utilize the newly rewritten Type C specification on a QC/ QA project. Twining provided a full time Quality Control Manager. Twining designed a Type C PBA-6A mix with 1 0.5% antistrip utilizing various aggregates exceeding the specification requirements and provided an economically feasible mix for the contractor to produce. Twining coordinated all field QC activities including proper sampling and I quartering of samples, placement inspection, compaction testing, plant inspection, and pavement profilograph testing. Twining's staff has worked diligently with Caltrans to identify future testing improvements to ensure I repeatability in results between two laboratories. Twining Contact:Dennis Putman, Skanska 1 (909)684-5360 I Cantu Galleano Ranch Road Improvement Project Riverside,California I Twining participated in this important project which was a recipient of the 2008 Project Achievement Award Honorable Mention presented by the Riverside County Transportation Commission. The project duration was 571 calendar days and the project was completed in July of 2007. It is located on Interstate 15 between Bellegrave Avenue and the 1-15/Route 60 interchange. 1 Construction included northbound and southbound loop on-ramps, northbound off-ramp, and southbound off- and on-ramps; the freeway was also widened in both directions to accommodate the new ramps. Roadway approaches ! on Cantu Galleano Ranch Road between Hamner Avenue and Wineville Avenue were also constructed in addition to storm drainage improvements,utility relocations,streetlight,signals,irrigation,and landscaping. 1 Twining provided quality control services including compaction testing, structural steel tension and bend, asphalt ! pavement inspection,and project AC Pay management. Twining Contact:Tank Hamdi,Harris&Associates 1 (909)987-7220 I Caltrans District 8:Route 15 Pavement Rehabilitations(08-472214) San Bernardino County,California 1 The California Department of Transportation(Caltrans) the Federal Highway Administration (FHWA), the City of Ontario and the City of Rancho Cucamonga are cooperating to improve Interstate 15 from State Route 60 in Ontario t north to 6th Street in Rancho Cucamonga. The project began in April of 2009 and is scheduled to continue over the next two years. This$52 million project will provide improvements that include: I • Bridge Widening • Increased Pavement Lift Expectancy Median Paving A Improved Drainage • Pavement Replacement • Improved Riding Surface I Built in the 1970's, Interstate 15 through Ontario is traveled by an average of 216,000 vehicles per day. Approximately 10% of these vehicles are commercial vehicles carrying goods from California's ports across I America. Time has taken its toll on this vital corridor and the pavement is now damaged and needs to be replaced. I Roadwork usually requires the closure of lanes to complete the construction. To help minimize these impacts during the project,six bridges on 1-15 will be widened and the median will be paved. This newly paved median will be used I as a temporary lane to help minimize congestion during the construction. Lane rehabilitation will begin on the southbound lanes. The northbound lanes will follow. Rapid Weekends will be used to accelerate construction on I- I _ 15. This method allows for the closure of on-ramps, off-ramps and connector ramps for 55 hours to expedite work. Closures will occur starting Friday nights continuing through early Monday mornings. Twining is currently providing quality control services for the entire project. Our services include concrete mix design development, hot • mix asphalt inspection and testing, geotechnical inspection and engineering, as well as structural steel tension and 1 bend testing. c: ,1• V C) F 1 San Bernar vino i ';`-,4 u,r�'"x; Fc' a ?,'a ,,= M,. « m• b. r ttrto, ,;t—t,M , °it, L�3, e.f iY ` „,,,- ,�� .x•: .`w t,. i ,{*t '7� :, l *4.e.F- x,''2;51, ,x iq5": ? a+',4�`{a cA r'�t'"' O" V`# `'fie s. +. � jy��' "{ ' . vk,L;3'n> ,.�^ � t u?.-a�Yn.�;:�q� �,� f� � f�„ z�.#��,, egg,. s��-°,•�",. � .;i- ,.�.,�.,s,}pa p a�� t � °v.a,''� e.�.% ?��a� ,k;:" e .�: '�'�:_'''.". } ' - ''- ro i 'f''-a:C Y `R. ,`� '..�i K ,i s. 'fi}„ sp 3` x� .yr7�6 11 . 5,> $Y.:'`"r.,'^ ;rtA 1* §.r..y} v.- ��``",, ��rid•. t ,¢'' � , �` t T , n`�a rt , 5. w ., *- - rykf tx 0_ 5 ,a .,,,,,.,4,:,..1* a `1:14446p,`� "k R v,r "tjr' 7r t��`.�'." a"�R to4 �; ,'+:trd��cY.. } ,�;'', p �' .,a,. ,;' :r' '�' s` s i �"`'. i Yi; k4 x ' * � rA z �` ai y �a. ;`±b� t.N..ma c ap u; .3. if•:1, :, I Firm's Qualifications Caltrans District 7:Geotechnical Support 710 Improvements I and Prior Experience Long Beach,California (continued) Portions of the 710 freeway (where overlay was not an option) were demolished and replaced with new asphalt- concrete pavements. Twining performed exploratory drilling to investigate the condition of the subgrade prior to demolition. We drilled a total of 57 borings within the project area during lane closures at late evening hours to I determine what conditions could be expected upon demolition and exposure of the subgrade soils. Twining provided a registered geotechnical engineer, Paul Soltis, R.C.E., G.E. to oversee the subgrade preparation I and compaction of subgrade soil and aggregate base. Mr. Soltis worked closely with Caltrans and the contractor to quickly identify and delineate poor subgrade areas that would require remediation. Recommendations including the I use of geogrid reinforcement, moisture control, compaction equipment and patterns, and minimization of construction traffic on exposed subgrade soil were provided. Mr. Soltis also worked with Caltrans and the contractor I to better execute their field compaction testing procedures. Twining's input led to more consistent, reliable compaction test results, hence increased productivity by eliminating time-consuming retesting and/or repairs of subgrade soil and base materials. With Twining's support, Caltrans and the contractor were able to achieve a stable,compacted platform as required within the highly demanding timeframe. I Twining Contact:Alex Perez with the California Department of Transportation (213)620-4034 Chiquito Canyon Road Microsurfacing I County of Los Angeles Twining, was selected by the County of Los Angeles to assist the engineering division in developing a quality I assurance program for the first micro surfacing project utilizied in the County.The County is introducing a pavement preservation program that entails various pavement surface treatments. Twining performed mix design submittal I reviews, prepared inspection training material for the County's staff, and performed quality assurance testing for acceptance on the micro surfacing material. The county was very impressed with the outcome of the project and is I considering using micro surfacing for future pavement preservation projects. I Twining Contact: Greg Kelley with the County of Los Angeles Public Works Department (626)300-4602 Ventura County On Systems Road Phase A RD09-10 County of Ventura I The County of Ventura annually selects various streets that are in need of repair under the annual pavement rehabilitation program. Rehabilitation can consist of in-place recycling, thin layer overlays, rubberized asphalt I concrete overlays,chip seals, and slurry seals. The 2009 Pavement Rehabilitation Project Phase A consisted of a tapered to full width mill, isolated base repairs,shoulder repairs,and a pavement overlay using a rubberized hot mix I - asphalt(ARHM-GG-C). Twining provided full time public works inspection, managed the overall quality assurance program,performed field in place compaction testing, batch plant inspection,laboratory testing,and provided a final i project quality assurance report. Twining Contact:Raj Chikkiah I (805)654-3987 I Maintenance Area II Slurry Seal Program I City of Moreno Valley The City of Moreno Valley conducts an annual pavement preservation project utilizing emulsion aggregate slurry. Slurry is an economical method of maintaining the City's roadways and helps in lengthening the life of the I pavement. Twining was selected to assist the city in developing a quality assurance program. Twining was responsible for preconstruction submittal reviews and approvals, field inspection and materials sampling, test - specimen fabrication and testing,and final quality assurance report compilation. Twining provided test results within ,d 24 hours providing quality information enabling the City and the contractor to make any adjustments to the slurry ,� mixture as quickly as possible. Twining Contact: Bruce Blank P.E.with the City of Moreno Valley (951)697-1678 I ci "1- Y OF bs 1 San Bernar vino I ,, � r. c'�rct#� '�,'' � � z a \ n„" ! '� '1_yd_`�` .F�,,Y'' i{. : .�'iq ' ,@:A;�"^, k ,e^"rv, , i ` �•.. �py ' L. aE ? 3 ? 7 r t n 4 . ?r h .3< h:4. * f 3 .tgl, j via _ n ;� d " _ 1 v'` } ' 2. -19 44` i } �- i ... lv. ' x,�a< .,+�"*q,-:.F �+ ,,yy }, zg-'. 1,r ykx � s "qtr`. .a� .� ,� - F •. llrt' :s`e. xY'N, �. {�' _a d-' . , �.�> ,TM",.,< ;a.' .. k.x +:.,A a,.. e w .a.: r x,�T"�'. - .<,�' .. ..�h.._. ,�i'nk.. <. .EK3r t o ...,.-4, '.-.,1,:?-t.-..- .+,14,„. a: '� "",, , .FAx ,. . ezr ,4: ..'.le,ti .�'mar• E Firm's Qualifications Port of Long Beach and Prior Experience HD-S2275 Pier S Berths S102—S110 Grading,Drainage,and Utilities (continued) Long Beach,California III The 160-acre Pier S site was previously used as an active oil and gas production field until 1999. Overall project components in the development of Pier S consist of relocation of oil facilities and utilities, site remediation, site I preparation, wharf construction, and construction of related terminal facilities. As part of this contract building pads for future buildings were prepared, grade was raised, access roads were constructed, two pump stations were II installed, maximum 25-foot high MSE walls were constructed,and associated utility lines were installed. In addition to performing observation and testing services for all grading activities, Twining was retained to evaluate ■ the bottoms of trenches excavated for the installation of large-diameter reinforced concrete storm drain pipe. Portions of the storm drains were observed to be damaged after installation and the intent of the evaluation I was to determine if the subgrade was suitable for support of the storm drains. We performed an accelerated evaluation in response to the Port's request by collecting bulk and driven soil samples from the subgrade and sand I bedding materials below the storm drains. Based upon visual observation, in-field moisture-density testing, laboratory testing (including moisture-density, direct shear and classification), and engineering judgment, we ® provided our opinion regarding the suitability of the subgrade. It was determined that, in general, the subgrade was suitable,with the possible exception of select areas. This information was used by the Port to determine the course • of action regarding re-installation of the damaged storm drains. Twining Contact:Peter Forsythe with the Port of Long Beach I (562)437-0041 I Los Angeles International Airport 1 Evaluation of Modulus of Subgrade Reaction Los Angeles,California I Over a period of approximately one month, Tutor-Saliba Corporation had been producing base material derived primarily from on-site demolition of existing Portland cement concrete pavements at the Los Angeles International I Airport(LAX).The base material was used below new taxiways and runways at LAX. Despite sustained compaction efforts using suitable equipment and construction methods, the contractor was unable to achieve the specified ' relative compaction for this material due to the presence of crushed concrete in the material, which caused uncertainties in the development of laboratory maximum densities. I When testing base materials below pavements, relative compaction of the material is used as an indirect estimation 1 of the structural strength(i.e.,modulus of subgrade reaction)of the pavement section. Because the measurement of relative compaction of the base material proved unreliable, Twining conducted a standard ASTM test(plate load I test) to directly measure the modulus of subgrade reaction and directly verify that the placed and compacted material meets the structural support requirements for the overlying asphalt concrete layers. The results of the test confirmed that the tested material not only met the strength requirements for the airport pavement structure, but in I several instances far exceeded the requirements. By correlating measured relative compaction with plate load test results, Twining concluded that the necessary structural capacity of the pavement can be achieved with a relative I compaction below the minimum specified by the Airport Authority. As a direct consequence of these test results and Twining involvement with the LAX design team, the contract specifications were changed from 100 percent relative I compaction to 94 percent, which substantially reduced construction costs and schedule yet maintained the highest quality pavement construction. This project is an example of Twining's willingness and capability to develop more I efficient alternatives to pavement design and construction, as well as other engineering challenges. Twining personnel on this project included Paul Soltis, R.C.E., G.E., who conducted the field testing and evaluated the I results,and Brian Kramer, R.C.E., G.E.,who worked directly with the design and construction teams to demonstrate the validity of the testing and results and our conclusions. Twining Contact:Jack Frost with Tutor-Saliba l' (818)362-8391 I I CI 'T1' OI, i San Bernar 1 no °' ; cka."' ' s °s ,n'#, ,i,'` z`go-,- .'&_ � ''4u<"a`'f,j7F?r r.r.'h " } ,it_ "' E + i�}":,.t-i'+xt v p•g;, ,. :.rE�arx €••• - s g+... c, - .r a 4; j' 'Rx' _,s« .?:., 7 ".i,a„'r.:.1;z^:.r..a+��,€. r. _vm r•Y,v t 1 5rrk�,.e..,.:,;,•'y�j c`e n�»...'l.,:,°.,..,'.s�m k'+r;.,Nj,.?:5 r,'.. E^,�•=2.' .-0xS z r frA�,x'.+.,4:_ -rsi ww�»^ssy-.a,;..aa,.+,.`' x7 FM�s:...,s x s ti v 4r,xk a','�:ts,.-"t+'?s#i`i�-.,#ar a a{�'a''.1-�'".*9_ :., it>a,J e?�z#..",fit x 'kh �n:�a i.o-i^..'Mix t .s w ..g 4 n 0 ti O �W y Sj ma - }N � 4sN - 1,* Er.4r .'k a "4: k' � 000$14 s 7 giAt ' 3,-�r2I j*!,.,;'.•� Team Organization The following page contains an organizational chart for this on-call contract and includes a pool of qualified subconsultants that Twining could potentially use to supplement our own services. Due to the on-call nature of this contract, we cannot be certain which of these firms will actually be needed, but felt it important to put together a strong team in support of the City. Twining has worked successfully with these firms in the past on projects similar in scope and nature to those we anticipate would be assigned to us by the City. All services provided by these subconsultants would be seamlessly organized through Twining's project manager. Cal Science Environmental provides environmental analytical testing, and Geosyntec provides environmental engineering.JET Drilling and ABC Liovin provide subsurface borings. Kehoe Testing specializes in cone penetration testing which would be interpreted and analyzed by Twining's experts. PMC Coring provides coring of concrete and asphalt, and could potentially support our own field exploration and field construction compliance services. California Barricade provides traffic control as needed and has experience with Caltrans procedures. I I I I I C I "I Y O F San Bernar 'no a«,,erg S+ ), 4z '� �" 4 r�Th�s ` _ r` '6'14r� ' ` '"'.t � i ti ?��Y 44 rya ; z '- :w, �3 4 a � ,,,r..4 ,- " =�4£(' ,t'�'„` wd d 1 ,u ~w: sA� '�,'fx Y r � X 3 �` .�r T yi R��'` +S 4' 9;; t &i.. 'a,' v-', ''',.-,',-;;-1,,;y JI ...„,Y."i ,,,.:.F n t+. t s ,„',s } y 'T.„ ..�E,� r,"`” .,�` .^'-1-i,, ''. k � i :r- A , 'wry 410, pP, "i �' - {�.; #' ,,,:;,:,.,6 7f w '1 A.0 :to- . 5�, .s ,%,-.011,-, �� plr7. ` :.'�F• T fib ,sr" x :fib C :ti. ,.0 < r. w,h.�;dd' .s t, ...:..... yk / .. 5"''''.4'` '4 ' ':1 ' ` . 1 4:"a - `�� . ;;r 4' ... "` �.,` fr . tae. .: „ �._ 4� 3 .: � � Team Organization Placeholder for organizational chart. I I I I I I I I I I I I i I I I I I I I I E I N is . ', i°4, k 1 I CITY OF 1 San Bernar I !no 1 } mo.. .. P'w 'xz A g 't Na.. ,T.. k?., -- �,,. . ..Z1g"':': . ..^'F'¢`4N�r`_' +k3��' `01;le.. ' t,, F'm 4...-1,44 crd .c', ,v X:e,_ z. -1 1 ': pia"'. 'h'k4. ''�' 'y3,,ytS.`. aV;..,# , k4F.,`°Nt 1°„,R R�;N, { � .'�.. ,�..� 1 � .�� ;` , ...g '� � ��'' � J" 4 ;'i 3Y � 'R.'�..� sox�3 r L w x:-.,3 h _ x:54;, ,:4,+�y h a i Y « e'l 3:.i J} ,}k 4' k Jg� �li?,,5� f C:�'' �, e'fi'N +`.'� ��S' ����'.'���� <J'� ka �`?tLw"t 4 � �2 1. !� -. 8 f+s f� � � � �I �� �` ""�# t t,:a. ,. 'Y�., :. 1 '�� '� - '� � ';':.1�3'try air a Ec. `,k,:�` '�y�n� ,fit'; � .€r ��F��iek3 '�7,-,&-,,,,, k 504-'4 '� `zp K'S pk � ',`}a`s'i.`5'S Y ".d :Hr: t'',:..,,5#it, &x LL 5r 'E ''» '€ -,.:.n�,° xa'-at° -._a ., ,w«..t X.d.a ,�`Y+.t ...a.<..k p�'M u�+ a+e.. ,posed Project Manager Paul Soltis, R.C.E., G.E., is Twining's designated project manager for the City of San Bernardino. Mr. Soltis will I oversee all services provided by Twining and will be the single point of contact for the City, available 24-hours per day, 7 days a week.. He will be intimately familiar with each project we participate in at the City's request, and his I sole objective will be to ensure that you are completely satisfied with every aspect of Twining's performance. I Mr. Soltis is a Registered Civil Engineer and Registered Geotechnical Engineer in California. His experience in- cludes geotechnical investigations and analyses relative to the development of port and harbor, health care, resi- 1 dential, commercial, and public-use facilities, including transportation, landfill, major hospitals and water resource facilities. Mr. Soltis has served as Geotechnical Engineer of Record for several OSHPD-governed hospital projects. I Following are several projects highlighting his experience which demonstrates Mr. Soltis capabilities with respect to design— and construction-related geotechnical engineering projects, including obtaining needed approval of work performed through governmental agencies. ' a • Port of Long Beach, Pier F, Soda Ash Storage Silo:Mr. Soltis coordinated and executed the field exploration I program for deep and mat foundation design. Mr. Soltis worked closely with the Port's facility management personnel to locate and avoid critical utilities in the sensitive fuel dock area of Pier F. Mud-rotary borings and cone penetration test sounding where advanced under the supervision of Mr. Soltis. Mr. Soltis performed a seis- Paul Soltis,R.C.E.,G.E. mic stability evaluation of the silo founded on the wharf assuming liquefaction within deeper layers of saturated I soil below the silo. Mr. Soltis also evaluated foundation capacities for driven piles and a mat foundation and esti- Master of Science, mated associated static and seismic settlements. I Geotechnical Engineering • Kaiser Ontario-Vineyard and Anaheim Medical Centers: Mr. Soltis is serving as Geotechnical Engineer of University of Colorado,Boulder Record during construction of New Patient Towers/D&T Center (split-level basement, mat foundation), Central I 2000 Utility Plant(OSHPD, shallow foundations and drilled caisson foundations), and hospital support building (drilled caisson foundations)at the Kaiser Ontario-Vineyard Medical Center. Mr. Soltis has provided design recommen- I Bachelor of Science, dations and engineering review of shoring design(30-foot-deep soldier pile and lagging with tie-backs),evaluated f.ivil Engineering temporary stability of deep excavations, and provides responses to RFI's for design- and construction-related I ''rnia Polytechnic State geotechnical issues. Mr. Soltis has prepared the necessary Verified Compliance Reports for approval by OSHPD. ,ersity, San Luis Obispo Mr. Soltis is also serving as Geotechnical Engineer of Record for the prepared final reports for submittal and ap- 1 1993 proval by OSHPD. Mr.Soltis is also serving as Geotechnical Engineer of Record for the New Patient Towers/D&T Center(template hospital,same design as Ontario-Vineyard Medical Center). This work began in 2007 and is on- I going with anticipated completion in 2011. This is experience is relevant to the anticipated geotechnical work at the Port as it demonstrates Mr. Soltis'ability to work effectively as a responsive geotechnical engineer in the con- I struction support environment on high profile, essential facility projects and demonstrate compliance with strict governing agencies such as OSHPD. I • Port of Long Beach, Pier G Maintenance and Repair Complex Buildings: Mr. Soltis is currently involved in the construction of container yard subgrade which consists of compacted cement-treated base (CTB) materials. I Mr. Soltis is providing technical support during the testing and demonstration of compliance of the CTB materials. Mr.Soltis has been involved as a senior engineer in support of the engineer of record for the project, Kleinfelder, I working to properly interpret and implement the project specifications. Working together with the Port, Parsons Brinkerhoff and the engineer of record,we were able to reduce the amount of testing needed for the CTB minimiz- I ing the testing and inspection costs for the Port, yet satisfying geotechnical engineering and civil engineering re- quirements. I • Sunshine Canyon Landfill,Sylmar,Stormwater Retention Basin and Waste Mass Stability Evaluation: Mr. Soltis performed slope stability analyses of an out-of-slope bedding condition of a natural slope and evaluations of I surrounding containment berms at the retention basin constructed at the base of the Sunshine Canyon Landfill. Mr. Soltis prepared the report required by the City of Los Angeles and led meetings with the City to obtain permit- ting of the retention basin through the City's building and safety department. Mr.Soltis also served as Geotechni- cal Engineer of Record during construction of the retention basin and related facilities and obtained the City's approval of the final geotechnical report documenting construction. This work was performed by Mr.Soltis in 2002 and 2003 while working as project engineer for GeoSyntec Consultants in Huntington Beach, Califomia. In addi- i .' , , °y , lion,in 2000,Mr.Soltis performed waste mass stability analyses of the Phases IIIA, IIIB,and IIIC extensions of the I ,.e , landfill. Mr. Soltis prepared the stability assessment report for review and approval by the California EPA. This experience is relevant to the geotechnical work at the Port as it demonstrates Mr.Soltis'ability to work within strict govemmental guidelines/requirements and obtain approval of the work performed. At the Sunshine Canyon Land- fill, Mr. Soltis demonstrated this ability in both design and construction phases of the projects with two strict gov- C: 1 'T Y Of. emmental agencies,the City of Los Angeles Building and Safety and the Califomia EPA. In addition, Mr. Soltis 66 understands the requirements of working in sensitive environments such as active landfills in southern California. t San Bernar I 'no I °�� �7 `3;;+.n, `�.,,. •;:�-.. =.r we l V ttrs" 3y •r w =..,deg^ :.N a•,,, x aW5W.cfi r� +1' h" ` � °,[;: ?Yi^ 'C � �tY,�!3; ;, :. ".«. .�: .... .:.� �i�",",.,afiM ' � A;,'k�`�,,�"k :. � �" `�+ �.x2`��`�"Ak✓ ! "'g, "H °^..�� � ,a ary k74 �!��.-t�.a �t; r"`'; y , a` 7. ;I w�'+-, ,2'v "2,�3 5er t"--.v +N+„�1:2 va se`t -t 7,4t1p °y, T:§ -- y }. a a".; :tr a, 1 a; k'�� +.°��}a� � '"" '� t� "�. 1,,,�,�'pp,;,�.�y�,fir''�.aa".,Y���#`,�*�� n"-rn �a�-,�: " y�",`-,�t.. , �k , a�r a�"�'�t�"`'r��tt`�^ Ai`�i�t i.,,. xa .ter '� �'� a .sP �"a��n k"' � ''�� 4�� *;'". " ���,�.. tr " . ha *� yam,.k ':94,5,4 f ,a d i,;',(1.% s w.,�.. fir ,' Y� ". d"' C":�,'" :ia, # 4: �. v,4 k& �r! ry, ��e, .�+5' xt ,r, r ,. * , e s+a a to Y ar ;t K ,,����11�� � P t' 'd.�4'# +-s� $ ��� 'fir ak y,�,. r ': '�5' �v` u x,..a 0,,nY'a?' .',4. a' :lth�3r`sr,, a.3a.. 41' ;.;*'Plr�a. vf� ia, r 4.` x K h `. ,��+*," x ,fie E£ p, 6 4,t N :: �4 ,t I Key Personnel and Our project manager will be supported by a team of experts with extensive experience on many notable Statement of Availability construction projects throughout Southern California. He will be able to consult with the following individuals, among others. Our level of commitment to the City of San Bernardino is such that we guarantee the availability of sufficient staff to perform the work required by the City in the timeframe allotted. I Chris C.Gerber,Asphalt Pavement I Mr. Gerber brings over twelve years of technical expertise in asphalt pavements and projects to Twining. His experience encompasses asphalt rehabilitation and reconstruction projects throughout California, Nevada, ® Arizona, Hawaii, and Wake Island. He has provided quality control material testing services and quality program administration for projects that include FAA airfields, major Caltrans highway construction, and public works infrastructure projects. He has a vast technical knowledge of asphaltic concrete construction, plant operations, proper paving procedures, quality assurance programs, federal compliance testing, and works closely with the 11 project team to coordinate operations and support construction activities. 13 Boris Stein,D.Sc.Concrete Pavement . Mr. Stein brings over 35 years of experience to Twining. Mr. Stein's experience encompasses construction projects throughout California and abroad, and includes the research, development, engineering consulting, and testing of concrete and other building materials. He has been responsible for the oversight of the development and evaluation of concrete mixes for residential, commercial, and public use facilities including roads, bridges, and '1' ,. ' airports.Mr. Stein has provided technical support for clients in materials related tasks including the development of quality control documentation for concrete production and construction, troubleshooting, forensic evaluation of -' concrete in existing structures,and personnel training. 1 i, :, Richard Hazen,R.G.,C.E.G.,Certified Engineering Geologist ' }' ' Mr. Hazen has over twenty years of experience as a geologist in California. He specializes in design and construction projects in Southern California, and has provided geotechnical services on numerous projects from I the initial planning and conceptualization phase to final design and construction. As Principal Engineering Geologist for Twining, Mr. Hazen is responsible for the technical oversight of geologic aspects of the firm's projects. I Richard Howland,San Bernardino Branch Manager Mr. Howland has more than thirteen years of experience performing estimating, project management and field I supervision duties on municipal, transportation and public works construction projects. He has excellent communication and organizational skills and knowledge of civil engineering principles as applied to highway I construction. He has extensive experience on roadway projects and in working with Caltrans procedures and performing quality assurance/quality control on these projects. Mr. Howland's role as a Lead Technician on State I Route 30 Segments 9 through 11 and Interstate 10 East in San Bernardino has proven his extensive knowledge and experience utilizing Caltrans Construction Manual, Standard Specifications,and Standard Plans. Mr. Howland has proven to be well versed on all facets of lab testing including Caltrans,ASTM,and AASHTO test methods. Matthew Ramos,San Bernardino Laboratory Manager Matthew Ramos has nearly a decade of experience in aggregate and asphalt quality control. He has the ability to 1 visually inspect and control all materials of asphalt production including aggregates and hot mix properties, and is knowledgeable in all aspects of mix design. Mr. Ramos has also proven able to effectively coordinate testing and E inspection with government agencies at the plant level and in the field. 1 0 1 c1 rY () F San Bernar I inn 1 �. S1' z � ` � r # �r K t w �*_ r w r ri� o-a_.. s M• � y .sc Q : w 'wc ? .a " "te : .7 t 4 1 � , ,may t,, �iit; �e a( l tryo A g.lit t w, c . # N.;.. ✓ ° ,r$' °r 4 - -a L w i . T ( 1, 47Z r ,4 '4 N ,L � , il. a r r rg 1' �vso,i,, �' ` 0 ; . , t - s pp • � gg a � , .1,044. , d- n i ` !1 `$ s yk4e , ' '�4 6 yy � r. an y ' ge Y -. Fx-.u� sw - .M '.x n �r M� "�.,�? tw > yt�Y{ r�>r ,r� 3, 14 . e v�t;, k ,4c, :� 7 *,rj��� � �� Q'�a ,k,",'' f Lr Yx,CY+., Resumes of Field Staff Resumes of a sampling of Twining's field staff, including their certifications,can be found on the following pages. I Including Certifications Also included is the following matrix which serves as a visual reminder that Twining has a broad and experienced staff of Caltrans certified field technicians available to service the City of San Bernardino. I I K k K X I . X S K X I K X K K X K K X I K K X K K K K K K K K X K K X K K X X' X ' IX K K K X X X K X X X K X I K X' K K K X K X K X K IX K K K X X K K X K K K K K K 1 X X K K X K X K K X K X K IX X X K K K X K K K X X K I K K K K ` X X X X K K K X X K X IK K K .( X K K K K .{ K X K K K X X K X X X K K K IX X X K K K K X K E K I K K X X 1 K K K K K K I K I K K K K K K X X K K X K *. K K X X X K X K K K K K K K 1 X K K X K K K K K X K X 1 K K K X . k K K X K +C X X K K K X K K X ' I iI1i1 III I SaIflerllaruuo I ATWINING Danielle I. Fox Twining, Inc. ® 3310 Airport Way, Long Beach, CA 90806 (562)426-3355 Overview 8 Years Experience as a Special Inspector Current Licenses Held • Nuclear Density Gauge Operator • Caltrans Certifications: 105, 125a, 125b, 125c, 125o, 201,202,226,216,217,231,375 I Education Pacific Nuclear Technology Co. Cal Trans Training University of California,Riverside.BA I Professional Twining,Inc. 2007 to Present Project Experience • City of Temecula,Rancho California Rd Widening:Temecula,CA • City of Beaumont,Oak Valley Prkwy,Starlight Ave,Highland Springs,8th St:Beaumont,CA. • City of Victorville,City Hall:Victorville,CA • City of Victorville,Nisqualli Rd,QC/QA:Victorville,CA. • QA for City of Irvine,Bake Rd Rehabilitation: Irvine,CA. • City of Thousand Oaks,CA,RHMA-GG Placement Inspection Tester • City of Santa Clarita,CA,RHMA-GG Placement Inspection Tester • Pardee Homes:Beaumont,CA • Woodside Homes:Temecula,Menifee,Victorville,CA. • Fontana Water District:Fontana,CA • Eastern Municipal Water District:Perris,Hemet, CA • Cherry Valley Water District:Beaumont,CA • San Bernardino City Unified School District:San Bernardino,CA • Fontana Unified School District:Fontana,CA • City of Riverside:Riverside CA. • California State University,San Bernardino:San Bernardino,CA • California State University,San Bernardino:Palm Desert Campus:Palm Desert,CA. TL-0111 (Rev.06-00;District 07,07-00) CALIFORNIA DEPARTMENT OF TRANSPORTATION er cis Presents this CERTIFICATE OF PROFICIENCY to DANIELLE FOX Twining Laboratories of Southern California Inc. who is qualified to perform the following tests: EXPIRES AC 125 Sampling Highway Materials-Asphalt Concrete 16 February 2011 AG125 Sampling Highway Materials-Aggregates 16 February 2011 MS 125 Sampling Highway Materials-Miscellaneous 16 February 2011 ( PC 125 Sampling Highway Materials-PCC(Exc.Fresh Ivfix) 16 February 2011 216 Relative Compaction, Soils&Aggregates 16 February 2011 231 Relative Compaction of Soils&Aggregates(Nuclear) 16 February 2011 375 In-Place Density&Relative Compaction, AC Pavement 16 February 2011 for: Wayne H. Liu, District Materials Engineer by: TL-0111 Issued : 16 February 2010 Robert Achuela IA Phone No. : (213)798-5964 Certified Independent Assurance IA Certificate No. : 073 note:This certificate is valid as long as the Acceptance Tester complies with applicable requirements in Caltrans Independent Assurance Program Manual. I I S, , 1 • i' C ) V �-1 . ,ti,_I rY 'L Y y- � � f a I 1 `a` 1 ! ,r-?'• Age4 81 ■ fa l' ,,';',, '\ z i c cc 0 O ti i IA _& o� ���' : 0 �: �.� W 5 ! ■:::.7:-.- .--. "- � . i••••‘11 = r 44 .- NUNN di & 1 � I i pv4 MO at i ! '- ( I =0 o. (tom ■ o � Z X12 . 0 C? cz8 ;Z ,.... ; I i 1 1,111 ‹ 8 , , 1_,1-__:' f, , UPI is Nic o' V • ' �� �,,r � �� t� �( TWINING 1 Frances S. Fox Twining, Inc. 3310 Airport Way, Long Beach, CA 90806 ® (562)426-3355 Overview 18 Years Experience as an Asphalt Placement/Special Inspector Current Licenses Held • ACI Concrete Field Testing Technician Grade I • Nuclear Gauge Certified • Caltrans Certified AC125,AG 125,MS125,PC 125,375 Education William Workman High School,La Puente Professional Twining, Inc. 2007 to Present Project Experience • Adelanto Global Airport,Adelanto • Caltrans Route 10 at Valley Blvd, Fontana • Caltrans Route 138,Pearblossom • Caltrans Route 138,Phelan • Caltrans Route 14,Mojave • Caltrans Route 15/215,Murietta/Perris • Caltrans Route 15/40,Barstow • Caltrans Route 215/60,Riverside • Caltrans Route 30/15,San Bernardino County/Los Angles County • Caltrans Route 55,Taft • Daggett Municipal Airport,Daggett • East Side River Project, Hemet • Fire Station#5,Rancho Cucamonga • K.Hovnanian/Forecast Homes,Victorville • Long Beach Airport—Long Beach • Los Angeles Unified School District-Van Ness Elementary School,Los Angeles • Ontario International Airport,Ontario • Pardee Homes,Beaumont • Seven Oaks Dam Project,Highland ACI Certification-Certified Personnel Search Results Page 1 of I U F3 "" IaeC acing Ar BOOKSTORE U' SEARCH O FEEDBACK Q R$S ©LOGIN About Bookstore i CeAMa/on Cha m, CamnIttsss Comps Eduatlan Inter�afbna Membersnp Student. Tachr�ai ACI. publican • • ACI Certification Certified Personnel Search Results Certification IDI 933503 • Item 1 of 1 matching your search criteria are show below.Clkk Search Again to Initiate a new search. Fox Frances S ACI CONCRETE FIELD TESTING TECHNICIAN -GRADE I Expires: March 14,2014 Phelan,CA 92329-0163 I (Search Again) 1 Copyright I Privacy Policy I Disclaimer I Home I Sit.map Rap E 1 I i pi E I E http://www.concrete.org/Certification/cert results.asp 8/12/2009 • I • • • n � �— r v � I . , , iii 0,.r r; y .I i v∎ Il, , ∎ :} i ,1, �I I � 1 I V'il ■ • '•V 1 i op ?. ��, ( t�I { rr ., { I ' w 1r l'','' Y) ( - r v'�; ,. II . . ,.,..,•} 1 . , �� ili 1 I , , . ..„, , ,,,.. . . . ( ., „i. , .. . 41. , , , , , ..,., • i A e•Lk a I u 41 I' 0 , _ .. . ) I • 4.4 . 1 .4, ._- 1 Q :;' j : j .:-2� C i I. , ' ■ O 1 } 1 W A 11 r3 < f u; :�3 . � :E ' I.) -t•' ,�eau al.6 soms ro ` � 1 . II'. I Lr1 , ��` �) r . ,1 . 1 1 a.1: 1 ti ,z 1. _I :I • O •i 1.'_...,,,,•,,.'I Bb . , ,,, CI .,.,‘",) , ,., ,„ , :, , ,..,-,,,,, • ._, 6 , ... , , ., , ■ 1 . ' s'll' ' l' iii P 11 - h , S _ - -_• � I 1 �� l A '_ k f ,. I u A.l 1 1, f :.� ')r ski f i t' r ' ' 'It'--),-." 44'')' j, 1 "II �l '' „, *7�,\'0 'Ils 1A '� i 1 r , L —'� � r r 1 ,i- 1G r( �1 lei r ' �•, I ' .'''11;i'I II Irk �i■' ?; • • Wig 1L-0111(Rev.06-00;District 07,07-00) CALIFORNIA DEPARTMENT OF TRANSPORTATION Ati Camas Presents this CERTIFICATE OF PROFICIENCY to FRANCES FOX Twining Laboratories of Southern California Inc. who is qualified to f mg perfor»r the following tests: EXPIRES AC 125 Sampling Highway Materials-Asphalt Concrete 16 February 2011 AG125 Sampling Highway Materials-Aggregates 16 February 2011 MS 125 Sampling Highway Materials-Miscellaneous 16 February 2011 PC125 Sampling Highway Materials-PCC(Exc. Fresh Mix) 16 February 2011 216 Relative Compaction, Soils&Aggregates 16 February 2011 231 Relative Compaction of Soils&Aggregates(Nuclear) 16 February 2011 375 In Place Density&Relative Compaction, AC Pavement 16 February 2011 1 I f 1 for Wayne H. Liu,District Materials Engineer by: TL-0111 Issued : 16 February 2010 Robert Achuela IA Phone No. : (213)798-5964 Certified Independent Assurance IA Certificate No. : 073 note:This certificate is valid as long as the Acceptance Tester complies with applicable requirements in Caltrans Independent Assurance Program Manual. ATWINING Kenneth R.Mancebo Twining, Inc. 3310 Airport Way, Long Beach, CA 90806 (562)426-3355 Overview 9 Years Experience as a Special Inspector Current Licenses Held • ACI Concrete Field Testing Technician Grade I • ACI Concrete Laboratory Testing Technician Grade I&II • ICC Reinforced Concrete • ICC Reinforced Masonry • ICC Structural Steel Welding • Nuclear Density Gauge Operator • Caltrans Certifications AC125,AG125, MS125,PC125 105, 125,201,202,216,217,226,231,375,504,518,523,524,526,533,539,540,557 Education Inspection Technology,2000 San Bernardino Valley College I Professional Twining,Inc. 2005 to Present RMA Group 2000 to 2001 i Project Experience • Los Angeles International Airport(LAX),Airfield Intersection Improvements Phase II,Los Angeles • Los Angeles International Airport(LAX),Runway 25L and Center Taxiway Relocation,Los Angeles • Los Angeles International Airport(LAX),Southwest Perimeter Road,Los Angeles • Big Bear Airport,Big Bear • John Wayne Airport-Perimeter Rd.and South Ron,Newport Beach • Needles Airport,Needles • Ontario Airport Runway 26R Reconstruction and A380 Widening • Ontario Airport,Ontario • Palm Springs Airport,Palm Springs • San Bernardino International Airport, San Bernardino • Metro Goldline,Pasadena to Los Angeles • Route 10-CT 07-1069U4,El Monte • Route 10-CT 07-1224U4,Pomona • Route 133-CT 12-1072U4, Irvine • Route 15 and 40 Separation-CT 08-350724,Barstow • Route 15 Widening-CT 08-3555U4, From Victorville • Route 215/60/91 -QC/QA CT 08-334844,Riverside • Route 30-QC/QA CT 07-172154, San Dimas • Route 405 and 55-CT 12-0695U4,Orange County • Route 60-QC/QA CT 08-463601, Moreno Valley 1 ATWINING • Sierra Madre Parking Structure,Pasadena • Disney-Substation(Asphalt),Anaheim • Eisenhower Park Renovation,Orange • Hyundai Kia-Proving Gounds,California City • Marine Corp Navy Training • MA-Route 91,Anaheim • Washington Group-SR125,San Diego • Route 580-Panel Replacement,Alameda • Route 60-Panel Replacement,McLaughlin • Route 710-CT 07-244704,Los Angeles • QA for Associated Engineering,Redlands • QA for Associated Engineering,Chino • QA for Sandbag-Utility Relocation,Rialto I I i Certification Detail Page 1 of 1 I INTERNATIONAL ' CODE COUNCIL Search pie Hr p n-'Pe rp'r 8.:;;d,t Saii Vrnr.d Inspector I Conia_trat I Renewals 11)SIlAS _Ce!tfficatioe C Certified Professional Information: Contact Information Last, First MI: Mancebo, Kenneth R 1-888-ICC-SAFE (422-7233),ext. Certified under this Kenneth R Mancebo certification name: 33806 City, State Zip: Yucaipa, CA 92399 Certification Renewal 33815 Phone: (562)544-5616 33815 MAP.Certification II Certification Type(s): Reinforced Concrete Special Inspector Examinations 06/24/2012) p p (expires 33806 Structural Masonry Special Inspector(expires cfio Exasinations 1 11/01/2011) 33806 Structural Steel &Welding Special Inspector contractor t (expires 04/26/2011) ExamlnationS Legacy Listings here may not reflect today's changes, additions, exam results, or Ex�mina ion certifications from organizations other than ICC (including BOCA, ICBO, and SBCCI). 33823 Listings are updated nightly on this web site, so please allow a full 24 hours for UST/AST changes to be reflected here. ICC certification for code enforcement professions Ex33823 aminations attests to competent knowledge of construction codes and standards in effect on the Special Insoection date of certification or renewal. examinations 33823 ICC does its best to maintain the privacy requests of its members and constituents. 1 If you believe that phone number or address information listed here should not be displayed please contact us at 1-888-ICC-SAFE (422-7233) between Barn and 7pm (CT) for personal assistance. Terms of Use:This listing is provided as a service to the constituents of ICC for these purposes: locating a certified professional or contractor in your area, or confirming status for individuals. Any other use, sale, transfer, or reproduction in t any form without the express written consent of ICC is strictly prohibited. ICC reserves the right to incorporate some false names to detect improper use of this service. f E C i C Home I Nembershlo I JSS_Stot_e I CgdesJr tandards I Government_Relations la fining I Certification i Tes_ting I Mkt.S.ALet.Y_I]9_4_a$C94e Talk I lgw-room&Miagazme Contact U5 I PLYacy Policy Subsidiaries.mc_E■Lajuabon_52.tyjce.I In ernatignalAczeditation 5Srvice I LCcFoundation ?,2007 International Code Council C C https://ay.iccsafe.org/eweb/DynamicPage.aspx?WebCode=ICCCRTDetail&cst key=Of84f... 6/12/2009 I I ACI CONCRETE FIELD TESTING TECHNICIAN - GRADE I KENNETH R MANCEBO ® CertIBcation ID#00083467 Cert$cat1on Expires on: 1011.111 • 1 1 E 1 1 1 • 1 1 1 1 1 t 1 1 1 I 1 1 1 1 I 1 _ ACI CONCRETE LABORATORY TESTING TECHNICIAN - GRADE I I 1 KENNETH R MANCEBO r Certification ID#00083467 Certfiica1on Expires on: 121TM0 I I I I • I I I I I I I I E I I i I I I • ACI CONCRETE LABORATORY TESTING TECHNICIAN-GRADE 11 KENNETH R MANCEBO Certification ID#00083467 Celt**Von Wren on: 7)12111 • 1 - 1 • • I ' I . TL-0111(Rev.06-00;District 07,07-00) CALIFORNIA DEPARTMENT OF TRANSPORTATION Eiv c.� Presents this CERTIFICATE OF PROFICIENCY to KENNETHMAIVCEBO Twining Laboratories of Southern California, Inc. who is qualified to perform the following tests: EXPIRES AC 125 Sampling Highway Materials-Asphalt Concrete 16 February 2011 AG125 Sampling Highway Materials-Aggregates 16 February 2011 MS125 Sampling Highway Materials-Mscellaneous 16 February 2011 PC125 Sampling Highway Materials-PCC(Exc. Fresh Mix) 16 February 2011 216 Relative Compaction, Soils&Aggregates 16 February 2011 231 Relative Compaction of Soils&Aggregates(Nuclear) 16 February 2011 375 In-Place Density&Relative Compaction, AC Pavement 16 February 2011 504 Air Content,Freshly Mixed PCC,Pressure 06 January 2011 518 Density of Fresh Concrete 06 January 2011 523 Flexural Strength of PCC 06 January 2011 526 California Profilograph&Evaluation of Profiles 06 January 2011 533 Ball Penetration in Fresh Portland Cement Concrete 06 January 2011 539 Sampling Freshly Mixed Concrete 06 January 2011 540 PCC Cylinder Fabrication 06 January 2011 557 Temperature of Freshly Mixed Portland Cement Concrete 06 January 2011 for: Wayne H. Liu, strict Materials Engineer by: t/ TL-0111 Issued : 16 February 2010 Robert Achuela IA Phone No. : (213)798-5964 Certified Independent Assurance IA Certificate No. : 073 note:This certificate is valid as long as the Acceptance Tester complies with applicable requirements in Caltrans Independent Assurance Program MannaL LE 1 • S1 • '.... • . .. •Airl•q•1 ' '' l'•, N lort4S-Cr , ,'..4", ' 'i ‘,.,P4 , ,, 0, ,,, --,,t.44411 ,,, - : , !f1 � ' 4,, r/,1 '+�-L},` s $, ;S� y .4' 1 ' { ` }Y �r q{ til' /,` I�,4 X fir•!le t )s A _ IV � �,��ii -s.� l \')I''$;(1 ��r �i1ti.ti'� �"'.�� •n� Ar1�,1� '� , � �rKi/ "rK I, �t i .' -- - � z 'S '9 ', 1. " .r / 1 ,, .,„ , , i , ,� j ;11 .4• ,L., I . , , r`�)t � � ey I CE , N 11 rt,; �,,.0 ' i � t'itsiii u.*lie 1 . ` ,I2,' - .404 .44 . .. -',.. ..itIC: *iii.#• ;i, .4q ��.42 - *".11111116 . *.tN. ,r1\ , ) . r.4.., .‘,-.:.-- - ei (4 ‘.., ,,,, E .Q. 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ATWINING Emanuel Santamarla Twining,Inc. 3310 Airport Way,Long Beach,CA 90806 (562)426-3355 Overview 3 Years Experience as a Field&Laboratory Technician Current Ucenses Held Caltrans Certifications: 105,125,201,202,218,217,226,227,231,301,304,308,309,366,370,375,382,504,518,521,523, 524,526,533,539,540,557 ASTM Test Methods: C39,C42,C78,D698,01557,D2172 Education Victor Valley Community College,General Education Barstow Community College,General Education Serrano High School,High School Diploma Professional E Twining,Inc. 2008 to present • RMA Group 2007 to 2008 Granite Construction 2007 Project Experience • Route 210 HOV,Los Angeles County • Route 10,Los Angeles Count' • Route 24 Separation • Interstatel5,Victor/11e,San Bernardino County • Interstate 5,Santa Giulia,CA • Route 10,Los Angeles County • Interstate 710 Pavement Rehabilitation • Routes 58,14 Reconstruction,Mojave,CA • Highway 101 Widening, Santa Maria,CA • Highway 166,Santa Barbara County • Route 395,Manzanar,Sacramento,CA • Stockton Airport • Tract Hot Plant • Eastside Light Rail:Gold line East side Extension TL-0111(Rev.06-00;District 07,07-00) CALIFORNIA DEPARTMENT OF TRANSPORTATION ! Presents this CERTIFICATE OF PROFICIENCY to E11 INUEL SANTAMARIA Twining Laboratories of Southern California Inc. who is qualified to perform the following tests: EXPIRES 1 504 Air Content,Freshly Mixed PCC,Pressure 06 January 2011 1 518 Density of Fresh Concrete 06 January 2011 523 Flexural Strength of PCC 06 January 2011 t 526 California Profilograph&Evaluation of Profiles 06 January 2011 533 Ball Penetration in Fresh Portland Cement Concrete 06 January 2011 E 539 Sampling Freshly Mixed Concrete 06 January 2011 540 PCC Cylinder Fabrication 06 January 2011 557 Temperature of Freshly Mixed Portland Cement Concrete 06 January 2011 216 Relative Compaction, Soils&Aggregates 16 February 2011 231 Relative Compaction of Soils&Aggregates(Nuclear) 16 February 2011 375 In-Place Density&Relative Compaction, AC Pavement 16 February 2011 for: Wayne H.Liu, District Materials Engineer by: TL-0111 Issued : 16 February 2010 Robert Achuela IA Phone No. : (213)798-5964 Certified Independent Assurance IA Certificate No. : 073 note:This certificate is valid as long as the Acceptance Tester complies with applicable requirements in Caltrans Independent Assurance Program Manual. 3 V ., r,l . Y i 1 i • V ; k,i I - .) 1 V r1I ` fr � 11 ' V■l' ,)1'i _ ' • 1 11 f _ - - _ •� -I 5 a r ', ' - " " R„:„.in lilt 4140 r t. . , ,. .. ,.. ,I., I ,. ,), ,. i li:7 i .„,,,)/ 1 i I 11 11) Iii ` 4 . ''-'.:,: :; mons _ F, � 0 � ;; ■ is '''�+ 1�� , ` Z> ' 1 1 _ , . ..-_-_.,,, ,, . ,-.1 , x, gc, • it; tit 1 1.: rti tr 1 .,,.., ,,, t .,„, (t, (, 1n III ga ; ,; it ca�' ti, 2---)' i�! i n> < y O O1. g ! „ , . , .-=,::„:,‘,_.k}` 1 '-':'./' ..� _ 1 ��l -/ i Z • r _ r 1 c)), c rl,, I ( 11 • o ippp ii° _ f ' -- 00' •,, , ■ i` ;. .. _ ,, , .,, , IT ii • fr..4\ g. , . .,, , I tri 4.--q �' , :.. .. :. .. .., s , ,, /� , , r,• S, •r< 1 r;, 1 it ,''',,J' ') I V Q n fJ.•� ( g t I r� ":'''''.(/. c\-0‘./.),"— r+ \'A",-.)-,E-,f,,",_.'( + ay '. ;i� �i' ,� 1 f 1-I '''A V 4 l-(" ) i'',� IJ; 1/} ' ��11`-A '"1 1.■S-� y t 1 Ji y;, `\� !7i k. 1yj;.9',.1, 9 dy ii` Mil rt} . • 1 ATWINING Leonardo Santamaria Twining,Inc. 3310 Airport Way, Long Beach,CA 90806 (562)426-3355 Overview 6 Years Experience as a Field Technician 1 Current Licenses Held • ACI Concrete Field Testing Technician Grade I • ACI Concrete Laboratory Testing Technician Grade I • ACI Aggregate Testing Technician Grade I 1 • Nuclear Density Gauge Operator • Caltrans Certifications 105, 125,201,202,216,217,226, 227,231,308,309,370,375,382,504,518,523,533,539,540 Education Associates Degree in Computer Networking, ITT Technical Institute,San Bernardino Diploma,Serrano High School,Phelan Professional Twining,Inc. 2008 to Present RMA Group 2002 to 2008 Project Experience • Chino Airport,Chino • Hawthorne Airport,Hawthorne • Riverside Airport,Riverside • Sacramento Airport,Sacramento • Stockton Airport,Stockton • Twentynine Palms Airport,Twentynine Palms • Highway 149,Oroville • Port of Long Beach Pier E,Long Beach • Port of Long Beach,Long Beach • Prado Dam, Corona • Route 10,Pomona • Route 125,San Diego • Route 15,Barstow • Route 15,Devore • Route 15,Victorville • Route 40,Needles • Route 5,Sacramento • Route 80,Fairfield • Route 90,Fullerton ACI Certification-Certified Personnel Search Results Page 1 of 1 a C 1133) Com s Q BOOKSTORE ? SEARCH Q FEEDBACK Q RSS LOGIN About n Pub6 ` CerWEkagon• � . ConmEteat. a Events. ECucation. hdamaUcnsh Membleshp. 8sdai ts. Technical. ACI Certification Certified Personnel Search Results Certification IDI 125339 Items 1-3 out of 3 matching your search criteria are shown below.Click Search Again to initiate a new search. Santamaria Leonardo ACI AGGREGATE TESTING TECHNICIAN-LEVEL 1 Expires:December 18,2011 Riverside,CA 92501-4309 Santamaria Leonardo ACI CONCRETE FIELD TESTING TECHNICIAN-GRADE I Expires:September 13,2013 Riverside,CA 92501-4309 Sentamerla Leonardo ACI CONCRETE LABORATORY TESTING TECHNICIAN-GRADE I Expires:December 18,2011 Riverside,CA 92501-4309 I N (Search Again) Copyright I Privacy Policy I Disclaimer I Home I Eltemap(Top I I I i I I I I I I I I i✓ http://www.concrete.org/Certification/cert resutts.asp 11/3/2008 11/05/2002 10:13 FAX 8060227821 Comfort Inn 8N W0001/0001 • I • . I I • V i . • • Clia rd 1 . .. g .-. ,.,,,,.., , .. 1. . . . ,.., . . , • • . 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E,., , r� ��-• ik � ; e o �{)1 -r.i t l+`� , ;"fit{ - ",(0. i 0:1• • k (Di it 1 ;ice ;' ti, t , ,,„,.1 , ,. ... , , ,,,,,, „, ,,. ,,,r, „ • ,, 4.,,,,. ,i(.. . Ci) lagis 4 ' o lal col g 1 �:' 1 ), ' 1 } , I 0 Lot N t) 15 . :j.'):‘;,, ' 'Et:" d if. ,! r,I '}I `� v' �;; z ).1 a 1U..1 I- J:; , .- :X "‘”:to .i . • ' ( /1124 4 I 0., N,, , 1 r viz ,}r i 1 . ,..,,...,, ____ Iza, ..0. 1� �( ILO r I, ' • p E \ . 1 (, t, , A ■l �1 ,, f ,f I i r(U ) ,, } arl 1,, d � fit t • it f � tt f'> S, ,t 1 1k rr�.{` fr . t r � l� • ) q �t � , �� 3^ ) ' .1'•r rII : Ay r r r a 1 'l '7',.. i i.. 1 .�, 1 -H r•I1 )* ,'1 i �,. ',Y i t I ti:` ��,� �Ck� r 1 r " I - Iii li• + *; r r lh'∎0, r �i1 �,', 1 I ,,J. f/,t 13�I )1)14 ,-r._ . ll ril '��� • { TL-0l11(Rev.06-00;District 07,07-00) CALIFORNIA DEPARTMENT OF TRANSPORTATION air ato-a�s Presents this CERTIFICATE OF PROFICIENCY to LEONARDO SANTAMARIA Twining Laboratories of Southern California, Inc. who is qualified to perform the following tests: EXPIRES 504 Air Content,Freshly Mixed PCC,Pressure 06 January 2011 518 Density of Fresh Concrete 06 January 2011 523 Flexural Strength of PCC 06 January 2011 533 Ball Penetration in Fresh Portland Cement Concrete 06 January 2011 539 Sampling Freshly Mixed Concrete 06 January 2011 540 PCC Cylinder Fabrication 06 January 2011 557 Temperature of Freshly Mixed Portland Cement Concrete 06 January 2011 AC 125 Sampling Highway Materials-Asphalt Concrete 08 March 2011 AG125 Sampling Highway Materials-Aggregates 08 March 2011 MS 125 Sampling Highway Materials-Miscellaneous 08 March 2011 PC 125 Sampling Highway Materials-PCC(Exc. Fresh Mix) 08 March 2011 216 Relative Compaction, Soils&Aggregates 08 March 2011 231 Relative Compaction of Soils&Aggregates(Nuclear) 08 March 2011 375 In-Place Density&Relative Compaction, AC Pavement 08 March 2011 for: Wayne H.Liu, s istrict Materials Engineer by: TL-0111 Issued : 08 March 2010 Robert Achuela IA Phone No. : (213)798-5964 Certified Independent Assurance IA Certificate No. : 073 note:This certificate is valid as long as the Acceptance Tester complies with applicable requirements in Caltrans Independent Assurance Program Manual. r 1 t I TI.-01 I I (Rev.0744) 1 CALIFORNIA DEPARTMENT OF TRANSPORTATION ., , , inn ;, 1 Presents this t l 1 CERTIFICATE OF PROFICIENCY . r 1 to i 1 I Leonardo Santamaria i 1 Il Twining Laboratories I . who is qualified to perform the following tests: EXPIRES r 105.0 Calculations Pertaining to Gradings&SpO February 27,2010 '1. 201.0 Soil&Aggregate Sample Preparation February 27,2010 i 202.0 Sieve Analysis of Fine&Coarse Aggregates February 27,2010 k1 217.0 Sand Equivalent February 27,2010 ` a 226.0 Determination of Moisture Content by Oven Drying February 27,2010 227.0 Evaluating Cleanness of Coarse Aggregate February 27,2010 s 308.0 Bulk SpG&Density of Bituminous Mixtures July 20,2010 309.0 Theoretic Max SpG. &Density of Bit.Paving Mixtures ,July 20,2010 i 1 i 370.0 Moisture Content,Using Microwave Ovens July 20,2010 i 382.0 Asphalt Content of Bituminous Mixes,Ignition Method July 20,2010 1 I 1. j' ; t ' i 1, i , for: Bruc ean,District Materials Engineer i . by:J(( '(4*&4 f� TL-0111 Issued : 20 July 2009 !' David K. Farden IA Phone No. : (909)383-4619 � Certified Independent Assurance IA Certificate No. : 081 note:This certificate is valid as long as the Acceptance Tester complies with applicable requirements in Caltrans Independent Assworrnce Program Manual. l E 1 ATWINING Andrew Squires Twining,Inc. 3310 Airport Way, Long Beach, CA 90806 (562)426-3355 1 Overview 5 Years Experience as a Field Technician. Current Certificates Held • Nuclear Density Gauge Operator • Caltrans AC125,AG125,MS125,PC125,231,375, 504,518,523,524,533,539,540,557 1 Professional Twining,Inc. 2005 to Present RMA Group 2005 to 2005 Arthurs Construction 2004 to 2005 E Project Experience • Los Angeles International Airport-Airfield Intersection Improvement Phase I,Los Angeles • Santa Barbara Airport,Taxiway B realignment,Santa Barbara • LACMTA Mid City Exposition Light rail Transit Project,Los Angeles • Los Angeles Community College District—Parking Structure,Health Fitness,PE Building,Los Angeles • Chino Valley Unified School District-Don Lugo High School,Chino • City of Bakersfield—SR178 Fairfax Interchange,Bakersfield • City of Santa Clarita-2005 Pavement Rehabilitation Program,Santa Clarita • City of Thousand Oaks,CA—RHMA-GG,Plant Inspector • City of Santa Clarita,CA—RHMA-GG,Plant Inspector • Disney-Steam Trains Track Replacement,Anaheim • Glendale Community College-Gym HVAC&Central Plant Connection,Glendale • Interstate 710,Los Angeles • Lennox School District-Whelan Early Education Center,Lennox • Port of Long Beach Fire Station No.24,Long Beach • Rancho Santiago Community College,Santa Ana • Route 101, Santa Barbara and San Louis Obispo • Route 138, Phelan • Route 580,Alameda • University of California,Irvine-Rowland Hall Seismic, Irvine • University of California,Los Angeles-CNSI Court of Sciences Building,Los Angeles • University of California,Los Angeles-Geology Seismic Correction, Los Angeles I I I 1 • .. JiA RL NJ K+l Ym.' hU'l , ,- ,„,./ h,,U x . Klu. ' ar ' ''t. � N t•) -A 11 r '!, tv'..... Ail,I .•fir '11 - V. ti -,.1 `u , ((� )• t "r S 1 ,�i it I i \• �(. 7 \ "� e r ,tr?�. \\ 1 •.•\; I. ,i t .. ., '' k� .fin �a�Y{y fl•V 11(1 � ! •,�•1f�S 4_: , , ,\ f, ��,./,- ° • v f-J �\ t. t:`s .�A`:.' ••' aI® v .• \ 4!;-,- !'! r„� L \` �Jr; t' �I I ' {fit ! \`N,. . ,,i 'Y ¢A 1: i' �, •,\.�, °:'> `" "✓1 Y y T' .,a i i _, % 11.1' ® r` e .a: ,'b '''.41..‘-` ' t ■ ::. : . Via: �' rti� �'. - �tom. ' ` "� � tS /,,P' tip• cp. - ^ � :_/:;,' +G \ °- /'' •` / S`t'y, iT '..,,e, f �" `` R ,13. 3 w'., � 411 I i, : / 'l •,� •�`�'. ` �:.�:. ='A .. � `""t,1 AI , sz ,..1, ''/,,0.. 4, l 1111 1,1•'•t 4.4 v I°b'� ,'N.( / 1 tttVVV `:..f Sz '3yi ! ) ,, ` Q•: :USIA` '0:: .; ,y�,0.I ', 4 1/ ,/ .�i' '',1 ` t,1,,•;. ,:,t, •.. -�,N . � J r ! \ I a C. ,?) Ir �//• !/ !. lfilr • r??�1 ! ` . ,til, ,.N, . \� g /. � 4 y 1 i .� \ :iii, fit r, '.441, .a4i ..'':at , "s; , F ,1, pp1 } JI ��t1. tile f \,.: � /%1., '7''M;j: , 1 .)k! :r/91'I ia,l .Ji'•t� yhl t,'.. ••,• •.t.. I 'y✓ • r ' r. ' ,•�� 1, _ ,. o , -••, {C+°.\t 1Z B f i �, , � t ,� i s a ^�� „,.....—t.1 t t 'ti. ..4 i .. ; G r,-" t r •, err' 1. '. ,''' '•C ``"-, ,,� r 7.,, ' _ ,/,'' q4, O'' J`l,V., urD n� �n> x.,.. tea. n,U s�f° ni. 1'° 'f`^,� .� M1't' q_ _', TL-0111 (Rev.06-00;District 07,0740) CALIFORNIA DEPARTMENT OF TRANSPORTATION Ek Cabans Presents this CERTIFICATE OF PROFICIENCY to ANDREW SQUIRES Twining Laboratories of Southern California who is qualified to perform the following tests: EXPIRES AC125 Sampling Highway Materials-Asphalt Concrete 16 February 2011 AG125 Sampling Highway Materials-Aggregates 16 February 2011 MS125 Sampling Highway Materials-Miscellaneous 16 February 2011 1 PC125 Sampling Highway Materials-PCC(Exc. Fresh Mix) 16 February 2011 231 Relative Compaction of Soils&Aggregates(Nuclear) 16 February 2011 1 375 In-Place Density&Relative Compaction, AC Pavement 16 February 2011 504 Air Content,Freshly Mixed PCC,Pressure 06 January 2011 518 Density of Fresh Concrete 06 January 2011 523 Flexural Strength of PCC 06 January 2011 526 California Profilograph&Evaluation of Profiles 06 January 2011 1 533 Ball Penetration in Fresh Portland Cement Concrete 06 January 2011 539 Sampling Freshly Mixed Concrete 06 January 2011 1 540 PCC Cylinder Fabrication 06 January 2011 f 557 Temperature of Freshly Mixed Portland Cement Concrete 06 January 2011 1 1 1 for: Wayne H. Liu District Materials Engineer by: TL-0111 Issued: 16 February 2010 Robert Achuela IA Phone No. : (213)798-5964 Certified Independent Assurance IA Certificate No. : 073 note:This certificate is valid as long as the Acceptance Tester complies with applicable requirements in Cali rant Independent Assurance Program Mammal 1 i s t e t � a +. " X 3" € kfW u a � w;tk3kv r , #': .« -Iv, F. , ,, `1,44. M 'u. ,....1-,.„,,`-k r. `'" s.. ..*.;,t 3?.� "B' _�.. ' +€;t'. r y.A L,-*' x{ , 0'.1!--e'Yv ° ?, ,, ,£ + �1 :': `t+•,.vr: �'+ ry v .. qF `(M .k .,r kt }a , 6w,u` is i o'' r x r C I�^ I _ _`IJ �,t 'o:'441/---'"rC l,.q4 N ?E t; '9` 1,,,„4,g,76.-4$, ,�� 3 �F, r ,3:' .4a4,,,A. Fi 'fi+ €�•L a i v; r.:C^�#,a' ,` �sY+..,ro 7'�t ^'ive • `Y ii,t. '.�#+ �.�.,:'a, ._,,o,.,,de,-m a�ca s,�."`..A,t 'f fi C� ,�.,r:,rtG:7•.3+x` �.�a....as, : '�.. d� � 3,';+x xkL ,.» s ,�. ^ ,.. ??:ik�an2lt'•r•:sky '": Office Location Twining, Inc. I 732 East Carnegie Drive, Suite 100 1 San Bernardino, CA 92408 I 1 2417 Contact Information for Key Personnel Paul Soltis I Project Manager 1 Phone: (909) 383-6600 Fax: (909) 890-4299 I Cell: (562) 972-3068 1 Richard Howland . ` �` c I San Bernardino Branch Manager Phone: (909) 383-6600 1 Fax: (909) 890-4299 : tE I Cell: (909) 827-4847 I Matt Ramos I San Bernardino Laboratory Manager Phone: (909) 383-6600 Fax: (909) 890-4299 I Cell: (909) 261-8502 I Chris C. Gerber I Infrastructure Division Manager Phone: (909) 383-6600 Fax: (909) 890-4299 I Cell: (562) 305-0780 I I I .4440., (40 p 4 k ,,• l c II- Y 0I San Rernar I mo Sep 17 09 03: 15p IA Office 909 3836335 p• 4 STATE OF CALIFORNIA-BUSINESS,TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARZENEGGER.Governor DEPARTMENT OF TRANSPORTATION 1 District 00—Mate,tals Engineering r} h 4114 W. Fourth Street,tip'Floor • i6'4. San Bernardino,CA 92401-1400 CALTRANS QUALIFIED LABORATORY INSPECTION REPORT Forni TL-0113(Southern IA,01.06) Expiration date: July 07, 2010 Inspection by: Tcrry R. Chapman IA No.: 12 Phonc: (909) 383-4619 File: Materials Category 500 Laboratory: Twining Laboratories of Southern California, Inc. Address: 720 E. Carnegie Drive, Suite 100 City: San Bernardino State: CA Zip: 92408 Lab Manager: Chris Gerber e-mail: cgerber@twininglabs.com Phonc#: (909) 383-6660 Fax #: (909) 890-4299 A certified Independent Assurance(IA)Sampler and Tester visited this laboratory on July 07, 2009. Only equipment to be used on Caltrans construction projects and/or local construction projects on the National Highway System projects was checked for qualification. At the time of Caltrans Qualification, this laboratory had all necessary equipment to perform the tests methods indicated below. Testing personnel shall be Caltrans Qualified and possess a current Caltrans Certificate of Proficiency Form TL-0l 11 prior to performing any sampling or testing. CT 105 CT 106 CT 125 CT 201 CT 202 CT 205 CT 206 CT 207 CT 208 CT 212 CT 213 CT 217 CT 226 CT 227 CT 304 CT 308 CT 309 CT 366 CT 367 CT 370 CT 371 CT 382 CT 504 CT 518 CT 521 CT 523 CT 524 CT 533 CT 539 CT 540 T-304 A visual check was performed and documents provided as necessary for the following items: Z. Facility Safety Manual ,A Laboratory Procedures Manual ® Laboratory Quality Control Manual ® Proper Test Equipment ® Copies of current applicable test procedures ® Calibration and Service Documentation ® Calibration/Service stickers affixed to test equipment I� 11 Laboratory Qualification is valid for one year On July 09, 2009 (his laboratory was qualified by: R. Chapman District 08, Independent Assurance a a E - ASHTO Materials Reference Laboratory a Home T AASHTO Accreditation T Laboratory Assessment T Proficiency Testing T Forums fR18 Labs 1 ISO Labs I Fees I Tests I ISO/IEC 17025 I Notices of False Accreditation Claims Publicizing Your I Accreditation Notice There are no false claims of accreditation at this time. Publicizing Your Accreditation Please follow the AASHTO II Accreditation News Accreditation Publicity Policies when displaying the AAP logo. April 5, 2007: ASTM withdraws and replaces test methods I ASTM has recently withdrawn test methods ASTM D2217, D3143, and will be replacing D2922 and D3017 with D6938 in the near future. The AASHTO Accreditation Program ■ will withdraw these methods from all laboratory accreditation listings. D2217 and ■ 03143 will be automatically withdrawn. D2922 and D3017 will be replaced with D6938 as laboratories are assessed for the new combined method in the AMRL on-site I assessment tour. An accreditation listing of D6938 represents compliance to D2922 AASHTO R18 I and D3017. AASHTO R18 Accreditation Directory Directions I Accredited Laboratories I Please Note The dates displayed beside the Laboratory Name II Location I field of accreditation correspond California "`' to the year of initial accreditation in that field. 1 twining San Bernardin .R Search by Location ❑AII Cities Select the appropriate state from 1 the dropdownlist. Select the city I Submit I Submit in that state, or click 'All Cities' to return all accredited labs in B the state. To bookmark a single record I After finding the laboratory you Twining, Inc. are searching for, click the'Show San Bernardino, California this entry only' link under the I Show This Entry Only lab's location. Linas Vitkus In Internet Explorer: 1 732 East Carnegie Drive Click'Favorites' > 'Add to Suite 100 Favorites' San Bernardino, CA 92408 e In Netscape Navigator: Click'Bookmarks' > 'Add' Phone: (562) 426-3355 1 Fax: (562)426-6424 Search By Laboratory Name Ivitkusntwininolabs.com, Enter the laboratory name in the t htto://www,twininalabs.com textbox and click the submit button. If your search does not Hot Mix Asphalt-accredited since 4/7/2008 return the laboratory you are 1 T30 T166 T209 T245 T269 T275 T312 T328 T329- D1188 D2041 D2726 D3203 D3666 looking for, enter just the first D5444 D6925 D6926 D6927 few letter(s) and try again. I Soil -accredited since 4/7/2008 T99 T176 T180 T265 - D698 D1140 D1557 D2216 D2419 D3740 6 Aggregate - accredited since 5/1/2006 T176 - C29 C40 C117 C127 C128 C136 C566 C702 C1077 D2419 D3666 1 Portland Cement Concrete -accredited since 5/1/2006 p C31 (Cylinders) C39 C138 C143 C172 C173 C231 C617 C1064 C1077 C1231 6 I I I DEPARTMENT OF THE ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER,CORPS OF ENGINEERS GEOTECHNICAL AND STRUCTURES LABORATORY WATE WATERWAYS EXPERIMENT STATION,3909 HALLS FERRY ROAD VICKSBURG,MISSISSIPPI 301804199 May 7, 2010 Reply to the Attention of: Concrete and Materials Branch 1 Lines Vitkus Twining, Inc. 3310 E Airport Way Long Beach, CA 90806 Dear Mr.Vitkus: In reference to your check no. 87195,dated April 23,2010, and audit agreement, dated May 3, 2010, an audit based on your AASHTO Accreditation was performed on documents submitted by your laboratory. We examined the AMRL On-site Assessment Report No.638M,dated February 18,2010,the CCRL Inspection Report No.J-180, dated October 15,2008 and the AASHTO accreditation certificate effective May 7,2010. Your Quality System meets the requirements of the U.S.Army Corps of Engineers.The material test methods that you are validated to perform for the U.S.Army Corps of Engineers were determined from the inspection reports from AASHTO and are as follows: Aggregate Tests:ASTM C40, C117,C127, C128, C136, C29, C70, C88, C131, C142, C289, C535, C702, C1252, D2419, D3744, D4546, D4791, D4829, and D5821., Bituminous Tests:ASTM D1188, D1560, D1561, D2041, D2172, D2726, D2950, D3203, D3666, D4867, D5444, D6307, D6926, D6927, and E329. Concrete Tests:ASTM C31,C39, C138, C143, C172,C173, C231, C1064, C42, C78, C157, C174, C192, C403, C469, C495, C496, C617, C805, C1077, C1202, and E329. • Hydraulic Cement Tests: ASTM C109, C151,C157,C183, C185, C187, C191, C204, C286, C305, C311, C430, C451, C1222, C1437, and C1506. Masonry,Mortar,&Grout Tests:ASTM C140, C1093, C1019, C1552, and C1314. Metals Tests: Tensile Strength (A370)and Bend Test(E290). Pozzolan Tests: ASTM C109, C114, C150, C151, C157, C185, C187,C188, C227,C230, C305, C311, C430, C441, C490, C511, C618, C778, C1012, C1202, C1437, and E311. Soil Tests:ASTM D421,D422, D558, D559, D698, 0854,01140, D1556, D1557, 02166, D2216, D2419, D2435, D2487, D2488, D2844, D3080, 03740, 04318, D4546, 04829, 06938, and E329. Spray Fire Resistive Materials Tests: ASTM E605 and E736. We will add your laboratory to the list of commercial laboratories qualified to conduct material tests for the U.S.Army Corps of Engineers;see the Materials Testing Center homepage at htti): r�•v.riF +1,+:, MI,.; i+t i Ail Corps offices will be notified of this decision and will have the opportunity to use your services. Twining, Inc., Long Beach, CA will remain on our list of laboratories ■ a I qualified to conduct material tests until May 7, 2012 two (2)years from the date of the audit. In the event your AASHTO accreditation is suspended in whole or part,Twining, Inc., Long Beach, CA is to notify the Materials Testing Center immediately to perform a re-evaluation of your laboratory's validation. Failure to notify the Materials Testing Center will result in immediate suspension of your U.S.Army Corps of Engineers validation. r Sincerely, B. Crawley, PE hector Materials Testing Center Copy Furnished: Mehrdad Golshani/Los Angeles District 1 I V i I i I I I 1 1 1 d• ir+' '4�• J � d f,,"�,f fi � �` a;.'. , '7„:[3,' k 1 Y• '' N : f { .- , .' : , s .. s , t. 9 ,�l `'+ :+,,. ir•'xe.. a �, k 3r, = t , eVoY �4,..� ,,41,-,;- 4z a4�` j '1 .t,......-, ,s �"}`rake r Y .+ Pi,� fns" b uw':i"€ � ` sz,4t # ;.° i. ' t ;:? ; '' a -i', a „�,1 4 3,'4 t r„i%`x�'r• , s ,.-.,�„a J�'yi e `r', z'.f- m,R �s '�"'�x J3c�” �-�• �?;:f:'T't �n=:x "�. n � � r azx.#1.,�� � n� � -m� ,�. Ps -a�, s. -45 by ('��' �wp�; _ ". r 1, aS'1 ''- - y b. ' T 4�t i% 1 ctu ° ss T°i 'r t` c_ 1� as 5�-,A, a .'.., z '-�.,'" Sivi BE tt 4+t"'y M§� 4' y�4,,,,4 4. °-�Ysr� e� t ,y� 7w „'�,. C�u �t nom`�..� y � p�€'. t44.t- .x.`-. 1 3 �° 4- Ks,n q`' ^"ter k 'V # a {d� qr� �- ��,�VE' a 7y.� D•� ,� '' xn '*tx`itCl'tt 4 �L ?. 'tp5 41lieL,u,_ 114 , Gj';. # ''�y'it 04. F STI t �. ?.,14 fit.�, ,Jr.,*A , �.t �gg „ ..r,„.; LL #a F. II! r,', l' .;r1 r"1- „, `, VPI -�qy..- .,y�MAT '1a9 is. 1Gl ,i! r„3. t '�' ��� �'F'�sF:�,F±,...;9►,°r..+�;;.. n:Y4 . ''* �.1.x...r� � �x: 3'`.°'i ���c..y :�� �`.«. �`�'`rt�'� �f � 1 rl �I�Y 7V'1 �'C��]"1��'i II Pt CsJ,• I II Required Statements STATEMENT RELATED TO TWINING'S SAN BERNARDINO BUSINESS LICENSE I Twining's City of San Bernardino Business License appears below. We renewed this license some time ago,but are awaiting the new document. We will forward it upon receipt. We understand that we will be required to maintain this I license for the duration of this agreement and agree to do so. STATEMENT OF LOCAL PREFERENCE ELIGIBILITY Twining maintains an office and laboratory in the City of San Bernardino, less than five miles from the City's I Development Services Department. This office has six full-time employees including a branch manager and administrative assistant, laboratory manager and three full-time laboratory technicians as well as a pool of field and I laboratory technicians. I STATEMENT OF AVAILABILITY As referenced throughout this submittal, Twining has sufficient staff and resources to perform the work required I under this contract. Our engineering staff, as well as our staff of qualified laboratory and field technicians, will be available to service the City in the allotted timeframe. I STATEMENT REGARDING DRAFT AGREEMENT Twining has read the Draft Agreement of On-Call Geotechnical Investigation and Construction Material Testing and will execute the agreement if offered a contract following successful rate negotiations with the City. We are able to meet the insurance requirements. I I t i` �, fi 95} cz f i�Fl i' .cn,�s zy �g raw 9z�e�E�0149,0916 . !i+ ' e aa tt6., ��,� �.I.� I, i CITY OF SAN BERNARDINO i BUSINESS REGISTRATION CERTIFICATE ACCOUNT TNs wr:nru Retimtratfea Cemtidcau ku sot b.uta Ike Iegd eperatian of Ili to lobs at 114 Ioeadew gdrr appearak y s.-Oq depadinut+.aac►aa Wtdopwo t renka may"t rertt4 TUk QrdAcate k Wwd wittaat wI&iekn dw dme urddrau Y aspect ro er 1 NUMBER noir foie ceiutpy*.Sow ofCsUcgala 924861 R! YAl, TM Dmkeu Waite to rrgvns**kw ttmedr reaeeral No«ahiq a renewal sake M any gems dam amt rend retrar4Rd4ykwtirrlymum If not Feld Mu&1a dip Oita emplaika thee thow%afallfraa'rywdttrImposed I BUSINESS CLASS: LABORATORY EXPIRATION DATE DATE PAID NOTES: 3/31/2010 I 04/16/2009 BUSINESS LOCATION: 732 CARNEGIE OR STE 100 "'4I'”"'t�' OWNER.FIRM OR C I TWINING LABORATORIES OF SOUTHERN CALIFORN : -,.;i :1,ati F e CORPORATION q r'�','' ,s '...„4t/...,\ > : I BUSINESS NAME TWINING LABORATORIES OF SOUTHERN CALIFORNIA ATIENTRIN I MAMLINO ADDRESS 732 CARNEGIE DR STE 100 I' -°' CL (jail: .,_ i� 9,{ CA. e t1llcLrrl ' ) ' a f t 0 ' 5�'' tK, Y-0itn tt--a ��� � r �;ytio - ►• t� Z �! f 4�. Ike �,,.� � �►�ll�-.. �,��..ti4z— _ , I I I ' (0 r k 1 , C1 '1' Y 0I' g 1 San Bernar I no PROPOSER'S CERTIFICATION AND ACKNOWLEDGMENT OF ADDENDA FOR GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES The undersigned hereby certifies that I am an officer of the firm submitting the attached proposal and that I am authorized to submit said proposal on behalf of my firm. I hereby bind my firm to this proposal and state the following (if submitting a proposal): This offer shall remain valid for 90 days from the RFP close date; and All terms and conditions as set forth in this RFP shall apply to this offer, and In signing this offer, I warrant that all certifications and documents requested herein are attached and properly completed and signed; and I certify that I have received all addenda as indicated below and have incorporated the addenda in the attached proposal. Verification of Addenda Received 1 Addendum No: Received on: Addendum No: Received on: Addendum No: Received on: AUTHORIZED SIGNATURE: ! ✓/ �-� PRINT SIGNER'S NAME AND TITLE: Brian Kramer, President I DATE SIGNED: May 24, 2010 COMPANY NAME &ADDRESS: Twining, Inc. 732 East Carnegie Dr. Suite 100 San Bernardino, CA 92408 PHONE: (909)383-6660 FAX: (909)890-4299 IF NOT SUBMITTING A PROPOSAL, PLEASE STATE REASON (S) BELOW: I Page 2 of 12 ,.'.',t11 two ,1' ,n,ln rtl, I. hm•, "1n•.-,11,1 1'111, ..„Iq,•I li r t,,,r,i•It.•m1( ,ar,ir`.1 it.1 11I,_•,nn''11'; `1-11),1.,. I 1 0 1 $aYt ? 7, VF1.' . °` r Y ,1.''"_, qty• CITY O F SAN BEN INO•t � '{ r� • �'24•:-,4•44.11,—.-:,,-2" 4? t='' # t a •i $ `r5; as r r a s � h ,'" rd t''' y y ,,'L d tF -;,.41r r,,-,-'°'$9 '",�'' t ma' �£, O } ? OTE,C--H [CAL INVESTiIGA' .'IO ANi - .,'A ek „4A,' S„a �' w.`$- ya a' `p” lj #'x r #v'' e *`-; t S '{ .,,CONSTRUCTIOP4 TE L TESTS F .. u.Vie:+4,,,+k�du.�:�.....Q.3�x• '�w :� na,-,,, �+ hf: � ? , . .. .. . . GEOTECHNICAL ENGINEERING Twining's geotechnical engineers, geologists, and technicians bring their finest professional skills and practical experience to each project. Because we regularly provide both quality assurance and quality X. control services, we have unique and valuable insight on what it takes to get a job done efficiently and '4. - LL ;R, cost effectively. Our experts develop geotechnical investigation programs that include field exploration and laboratory t , ! , testing to evaluate the subsurface conditions at a wide variety of sites. Typical field investigation small and large diameter borings, cone penetration testing, down-hole logging, ,� , methods include 9 �' s' installation of monitoring wells, and trenching for geological/seismological hazards and fault•" .I fiF` • �':' investigations. Our comprehensive in-house laboratory is completely certified and capable of performing all routine ' tests including moisture and density, Atterberg limits, sieve analysis, direct shear, consolidation and R �; /� -value. The data obtained from field investigation and laboratory testing is evaluated by our engineers Z/i and used to determine time- and cost-saving methods of construction. These methods may include •O., V4i reusing onsite material, innovative foundation designs and realistic construction techniques. 4-4 '` �d;, , ^"' '' Our engineers have extensive experience performing geotechnical analysis and providing design �� `�`�`"---b.,._ recommendations to meet the needs of wide range of critical public works and infrastructure projects. I "`�' -"°- ----- Specific analytical and design capabilities include: „o-.x _ ,: • Foundation design including bearing capacity and settlement evaluation • Slope stability analysis jR 1f J. }p ,4 • Permanent and temporary earth retaining structures 4.4 a4r� sk e� • Seismic analysis including liquefaction and seismic settlement k • Seismic ground response analysis • Ground improvement I • Advanced analytical methods such as finite element analysis Geotechnical construction observation is an integral part of any project as it ensures that the geotechnical design recommendations and project specifications are adhered to. Once construction on a project begins, our team of highly qualified field technicians can provide geotechnical observation .., , - ....-.., i.'.--._. !t and testing during all relevant activities. Our engineers understand the importance of communication _ during construction and work closely with our technicians to provide seamless testing and engineering services. Our in-house laboratory ensures quick turnaround and allows our staff to provide closely monitored quality control at all times. We also have extensive experience meeting the special needs { of stringent agencies such as the Federal Aviation Administration, Caltrans, Army Corps of Engineers and other public agencies and municipalities. Our highly qualified team of engineers has in-depth knowledge and years of experience related to wide range of geotechnical issues critical to the project. Brian Kramer, R.C.E, G.E., the firm's President and Principal Engineer, is a registered civil and y, geotechnical engineer. Geotechnical Department Manager Paul Soltis, R.C.E., G.E., holds a master's E, degree from the University of Colorado. In addition, Principal Engineering Geologist Richard Hazen, R.G., C.E.G., holds degrees from Stanford and UCLA and has over twenty years experience as a geologist in California, These gentlemen oversee the geotechnical functions of the firm and are - • supported by additional registered geotechnical engineers along with registered civil engineers, i geologists and certified technicians. 1 t e � �1 y CITY;.''...L.' OF SAN BERNARDINO k b 3A 4 r� 1. z ,1x t t .. ye ,a r' . �S � ,R ON Y ICAL INV� TIGATION ANI .. t n 54' :.s s y ,_S 1N �:A1.:.GE 3TtCH r ,.�,. • ; ,, t . 'i r •� c` .'CC}.NSTRUc ION AATEItI�RL TESTI C ''. ��'�'�s'a q+, ..',n�"�Y ,� �°}� c �i xh'�' �x a� "�'.,.�. , x'h Ra .4:j ; �.raa — a_. y Ys'. "^�#��,?k�; . �'t�"" ads.#�."+ t .,_r - I FLEXIBLE PAVEMENT ENGINEERING $5 4 Twining's experts have been providing pavement engineering and materials evaluation services on -,t,-,-,. R `i, , -. flexible pavement projects for decades. We understand the growing budget constraints that local ;n�} x�it, agencies are facing, and the importance of solid yet innovative and cost effective engineering • solutions. Twining provides local agencies with comprehensive pavement engineering services that " "`" utilize the newest pavement rehabilitation technologies to effectively deliver our clients the service life .. -`w that they expect of their pavements at a construction cost that may be less than traditional methods. \. Twining is closely involved with hot mix asphalt industry associations and government agencies that keep our engineers on the pulse of new and upcoming technologies. While we have a comprehensive understanding of traditional methods and designs, we don't automatically suggest the same textbook solutions to all of our clients. We individualize our recommendations to include new flexible pavement materials that can be used most effectively and economically. Whether it is a highly traveled arterial roadway that requires high stability in intersections to prevent pavement rutting or a residential collector that the residents expect to be as quiet as possible,Twining has the solution. ti Twining routinely assesses current pavement conditions and identifies the causes of pavement i 1,4),•:':W' �' °y distress. Using the Falling Weight Deflectometer (FWD), coring, ground penetrating radar (GPR), and k dynamic cone penetrometer testing we are able to assess subgrade conditions and determine the load- carrying capacity of in-place pavement. Our efforts can determine the remaining service life of '". pavement and identify options for rehabilitation. Supported by Twining's sophisticated laboratories, our °; expert staff has the ability to design asphalt concrete mixtures to meet either state or local specification /�,r4, requirements. We routinely develop hot mix asphalt designs consisting of the following materials: 'I , • Polymer Modified Binders # 1.k. • Rubberized Hot Mix Asphalt ":., '°' •Warm Mix Asphalt Research and Development • Hot Mix Asphalt Using High Amounts of Recycled Asphalt Concrete h •FAA Marshall designs • Superpave Designs I"' The proper structural section design for flexible pavement as well as the asphalt concrete mixture type is crucial to its performance and longevity. Poor design can result in early failures, substandard 4 `' . performance and repairs that quickly become costly. At Twining, we are committed to helping agencies 1' design and implement the most appropriate, durable pavement solutions. Our extensive experience t , providing quality assurance and quality control services in the field gives us unique insight and allows � ' us to provide recommendations that are easily implemented and reliable. The asphalt pavement department is led by Mr. Chris Gerber who continues to grow our reputation as an industry leader in flexible pavements. He is an active member of the American Public Works '" � - Association, the Asphalt Pavement Association, the Rubber Pavements Association, the National Asphalt Pavement Association, and is an active co-chair of the Caltrans expert task group on flexible pavements. He has vast knowledge of hot mix asphalt materials and the constraints during production as well as experience managing comprehensive quality assurance and quality control programs. ) Throughout his career, he has overseen the design, inspection, and testing of over 2 million tons of hot 0 mix asphalt. 1 t: r ., CITY QF SAN RERNARDINO 6 2 {k '`• . 3 ' CAN= iLL GEQTco, NI t STI TiON AND `. ..i.; , ,, . . �... .. . 1 n ;, _ , ... , 1 CC1i‘iSTRi3t-ftQ4 MpTERIAi TESTi[+1G' QUALITY ASSURANCE PROGRAMS • With California's fiscal situation, aging infrastructure and continued urban growth, our cities and counties are faced with unique challenges. It's critical that each public works project stretch the dollars spent to maximize the community's investment. At Twining, the quality assurance programs we have established for public agencies throughout the state emphasize the most cost effective practices. Whether it is a major water/wastewater project, bridge and roadway improvement, underground utility work, or airport improvement project, Twining has the requisite expertise and capabilities to effectively establish and maintain a quality assurance program that is in strict compliance with the local assistance procedures manual as well as state and federal mandates. Twining provides the following services for local agencies: . • Initial engineering design and evaluation ,� • Specification development and review • Materials review and verification for acceptance { • Public works inspection ''„. • Source inspection • Acceptance laboratory testing and evaluation Federal compliance )1":;;',:;;;;;';' : k. • Final quality assurance report and project closeout Twining maintains a network of sophisticated laboratories throughout the state that are certified by CCRL, Caltrans, AASHTO, the Army Corps of Engineers and other pertinent agencies and staffed I IL with experienced laboratory managers and technicians with experience on critical infrastructure '1, ` ( projects. - d registered civil and geotechnical engineers that have years of }, ., __ Twining employs project managers, reg s g 9 experience in public works quality assurance. Each engineer is fully responsible for the project that :`^zd� r ' , ,, ,,« ..., '/ , they manage which creates a seamless flow of engineering recommendations, inspection reports F.�;L. 1:, -.° and laboratory reports. We maintain a project management approach that utilizes electronic• w r�, j 4 inspection reporting where possible and appropriate. A proactive inspection approach is an integral ”' x` part of Twining's culture that is passed down to all of our inspectors. The importance of proper documentation, communication, and awareness is key to a successful public works project. Our ,. "'.;ft: 1 inspectors understand what is expected by our clients. When a non-compliance issue has been `m,. determined to exist, it is communicated to the project team at the moment of occurrence and then "```. tracked until reconciled. a�»,;,.,,.,r,., - •'`� 0 Twining's involvement with the most cutting edge materials technologies enables us to assist project Iiu,;,r<,6;,r,,..- ' teams with the evaluation of various construction products and to help determine their suitability for o.dolisa use. Twining has assisted construction managers, structural design engineers, and owners in developing high strength concrete mixes utilizing low carbon emission materials, recycled asphalt . l., '8 4 i . ,I. pavement structural designs, and various other cementitious, geotechnical, and asphalt pavement ` materials that are sustainable utilizing renewable materials. z / . Twining is uniquely positioned to provide quality assurance programs from start to finish. Through ' ,--,, our partnerships with Caltrans and various universities, we have knowledge of proven technological }, j -i ,; advances in construction that we can pass on to our clients and incorporate in their projects as r .4 g, appropriate. We routinely contribute to the American Public Works Association by presenting ''; .' technical sessions related to some of the newest technological advances. Whether it involves rapid strength concrete, warm mix asphalt, high volume fly ash mixes to reduce greenhouse gasses, or 100% recycled materials, Twining Infrastructure can provide the proper solution for your project. I C CITY OE SAN BERNARDINO' gE ` .�,v 4 . t1' 1��" -' , ,„-- ,f x, ., Y } ON-CALL c EOTEEHNICIIL INVESTIGATION'`.0Q a t CONSTRUCTION M!"0,IERMt`1 ESTING I CONSTRUCTION INSPECTION SERVICES , Twining has been contributing to the quality of California's infrastructure for over a century. We've kept pace with California's innovations and have partnered with the industry to discover and , _ ." evaluate new and upcoming products and technologies. Through our engineers, public works inspectors, construction inspectors and technicians, Twining has successfully implemented quality control programs for Federal Aviation Administration projects, Caltrans, and design build „, contractor quality control programs. , 41116 i Quality Inspection ,. ,p, ,,, The Twining team includes more than 200 quality control inspectors, many of whom are multi- "' licensed to inspect various materials and construction activities. Our considerable pool of 1,',,,,. inspectors enables Twining to provide our clients with the inspection support they need at any >': location, for any shift, as project needs arise. Twining insists that its inspectors continue their education through internal and external training that keeps them up to date on the latest codes, ^ standards and construction methods. In many cases, this has allowed them to identify proactive solutions to potential problems on a jobsite. Twining is signatory to an agreement with the International Union of Operating Engineers. Due to the stability and benefits offered by our company, and the increased compensation paid to our inspectors and technicians, Twining attracts the very best personnel. Proactive Engineering and Consulting ', During construction, critical inspection and engineering information is vital to the progress of a project. Our engineers have a level of experience that enables them to identify potential project 1 delays and identify cost effective engineering solutions. Twining routinely partners with owners and contractors to proactively resolve design issues before they become critical. 4'4 , , Onsite Mobile Laboratories ':r` -� Our fleet of mobile laboratories allows us to provide onsite testing for any infrastructure project. t„-„„-., Whether the project requires concrete testing on local freeways to identify the strength before - :,. opening to traffic, or asphalt testing onsite for compaction and critical quality control 4 characteristics, Twining is prepared to meet the challenge. Our firm also routinely establishes long term mobile laboratories for large airfield paving or infrastructure reconstruction projects. . . Statistical Quality Program Management '4 Consistency in materials is key to a successful quality control program. Our clients expect and ., depend upon Twining to identify and report inconsistencies as quickly as possible. We have proven experience in providing real time quality control data through various types of electronic w reporting. Twining maintains statistical quality control programs to easily identify where variations occur and provides consulting to ensure the issues are resolved. x: i, i �'3.' &n''_:,,e'S��'2�s-;.�,,.rE.r e :l a ' v e '' a t `-v t, 5 ' „ , xn�y� a _ CITY'c F SAN SEttNAi fic� `�{'; `°� ' ,fig' p,,, f ,}� l,.atiEi T+ yA .■ca- `G CO[+ D ,, Y 't:4. � k i K:}^.4 4!F 4. ,,r. S,� 3,3 .�s h J "f d�2 ,0E0 �•i i ,� *TIG'�T 0 J'. ,s y ,fit "� a ,.a�+'G�rars(s€.% „4iV.k9 '� �i fi' 4 x t s ' + $fir '+ b[f;J471 , ., ' �}•e 5r_ +� s 3,.v d s%s?!W-�.a.,'�-fit � r�..c;p:t�`� 12�it .. i CONCRETE FOR PAVEMENTS AND INFRASTRUCTURE P '. ,N1 Twining is the premiere provider of services related to concrete for pavements and infrastructure ,, •.A .;:, x : construction. From preconstruction evaluation of concrete making materials and the development of -.-� r concrete mix designs, through full support during the production and application of the mixes, our experience and technical expertise allow us to meet the needs of even the most demanding projects. The comprehensive nature of our firm— top technical experts who consult on the design and use of concrete materials to field personnel who oversee their ultimate application—ensures that we take a big picture approach and have a thorough understanding of what it takes to make a project :,,, % successful. Twining has a record of developing and delivering innovative concrete mixtures to the Re •,, construction industry. Our experience encompasses all types of mixtures used for concrete e r lrt . 4.1 construction in California. Examples include: "''"" , ,:',e, • Mixes for various types of concrete pavements including freeways, bridge decks, and airfields: -4`.;, Pavement mixes for fast-track roadway construction and rehabilitation • Rapid strength concrete mixtures for approach slabs ,4 • Lean concrete base and econocrete mixes for roadways and airfields with recycled and natural *. aggregates, both regular and rapid strength '±; -`. • Pervious concrete mixtures for roadways and parking lots • Pervious and regular cellular concrete mixtures for bridge approaches, flowable fills, etc. ----- 44Afff11�r • Mixes with high volumes of supplementary cementitious materials such as fly ash and ground granulated blast furnace slag, improving sustainability of construction and reducing carbon dioxide emission 0 N. • Mixes with recycled aggregates • High-performance concrete mixtures for bridge decks and other structural applications Low heat of hydration mass concrete for dams, massive foundations,etc. • Concrete mixtures with controlled drying shrinkage • Self-consolidating concrete 11 • Concrete with improved corrosion resistivity, i.e. for secondary water treatment facilities In addition to developing concrete mixtures, our firm has the ability to evaluate the concrete, to create all of the backup data necessary to obtain industry approval, to provide technical support during the production and application of the concrete and to provide quality control and quality assurance testing , and inspection. Twining is frequently sought out by companies developing new concrete technologies because they hear from authorities and others in the industry that Twining is simply the best at evaluating new materials and methods. Technology transfer and forensic investigation round out our i list of concrete services. 7 One example of our comprehensive approach to providing services is fast track rehabilitation of concrete pavements. Twining has participated in the development, evaluation and implementation of `. . various types of rapid strength concrete for both repair and new construction of highways and airfields. We have developed testing procedures and mobile laboratories for field testing of rapid strength concrete, created the first Just-in-Time Training seminar on rapid strength concretes and their use for pavement rehabilitation and new construction and provided more than one hundred =: - seminars to the construction industry. As a quality control and quality assurance agency Twining has -A participated in more than 300 pavement rehabilitation and new construction projects utilizing rapid / strength concrete. f f + R'ihta$ k. r t i " a.t.`ty,^ *'?"'f d^ 3 3<7 A ro�s Z:,, n sac, a7 •: s+r^^ 7 i `'�a�'',9 i u�'c s �Z E" ys � � •-`rx�€e� r r c a �. ,� rr t ,"P , +'��7.'rl�d r-w F� w '� i '§ p, k £ �:x t , P* s1“1.N x�"i. V , .�i r_: 'ar v wv� " s F¢"iF { f , . �� ;; r , r ys 1 s ia,.� �: �„ �* ?, s+ � � e v� � Y,a t y ,., � S 'z , , �a' ,Y ,i E, x�# �.t , ,i C TY OF SAN BE ,NARDINO i :+. r ,.; '1,�f-* :.f'9 „+k:'dG `:°'4... y ;++t r a.a-RYS .�"�G.'4�-15SD A s , . ."t.. x. �' va. X� :�';, " u ,_ .,.s n 3,� 'ps ,' �a a"'�!�a u 'F." �`'` 'r+ �RSw k, k"",r;fi rYz r�ss�r O — �.;r r .-ECHN.�; L INVEST N AN M1J +i� �ry �#( j+ #' _ ''�SY�+r#'v, �I�J f'•,,, s ir'i °sr"-`� ,„r!a�i s r:f,t kVs: ' r av;t� Y a'P4-4 i 0 -., p lid n 0,L dg.;s f j r',.;" !�1; �5y{a� t^j k' ry0 �%.�+fic.s f�°5".r ,t sa,J*e a'' '--;c§' ' ?'.: "t �r'�y?s ,,,�Jr. isa^ r `r ,a` "%.,,- r fit` '" y}tr"'�' Y.r^� a"iX�+r ;'''a'c t5�'C �yi+ TI9N MA pit I.. G r, o"t"vs.VsM9' }} ti }. Lyat 'r`„.', t' ,”' # i tl5 r r,-t'r Ctoi s � ' 'l .:?'w. v{�,,,v� -3., ,,.Yk'.^t.,^�$.. .L.,� -.,K � Fa iax...s3 e � . .S>"L., & ��.}f� F CONCRETE TECHNOLOGY Twining sets the standard for innovation and experience in the field of concrete technology. Our services encompass: • Certification of concrete batch plants and transit mix trucks in accordance with NRMCA requirements _$ • Calibration of concrete volumetric mixers ,,, '• . ' • Qualification of concrete producing units for uniformity i • - ` • Evaluation of concrete materials including portland cement, supplementary cementitious materials, aggregates, and chemical admixtures } • Development and evaluation of production mixtures • Field consultations and engineering support in production and application of cast-in-place / '". - and precast concrete • Quality control and quality assurance of concrete production and construction including °"'" development of quality control manuals and procedures Forensic investigation of concrete structures and pavements >` ,,•• • Development of remedial measures for repair of concrete structures ,; ,-R ' C , • Training for our clients' technical personnel on various aspects of concrete materials k '4,4'..::,-,� .,. engineering and technology 9l fx ;j.'4't s.r y, .: 0_ Versatile engineering, laboratory and field capabilities make Twining your single point of contact ;, for concrete technologies and construction. We are capable of evaluating concrete for the most . sophisticated requirements of various specifications, including all types of testing for mechanical t',. . properties, moisture-related volume changes, cracking resistance, rapid chloride permeability, • ':')�• coefficient of chloride diffusion, content of chlorides, sulfates, pH, and others. Our laboratories are equipped with mixers allowing the simulated production of ready-mixed (transit-mixed) and a 31.t a.' r: 1 (1., ,i precast concrete, foam generators for producing cellular concrete, grout and mortar mixers. For • . � `� : / = t' simulating precast concrete production methods we use steam curing and dry curing heat ;r> /' treatment chambers and vibration tables. _ o ` # Twining has contributed significantly to the development of concrete production and construction 'i S "' : in California. Prominent concrete projects we've collaborated on include underground tunnels for t,: .*..4,.:'''''Y.',;,, the Metro Red Line, San Diego ocean ouffall, Disney's California Adventure, Walt Disney F " < j� i _ Concert Hall, The Californian and other high-rise buildings utilizing high strength concrete, ' `; , Runway 25L at Los Angeles International Airport, replacement pavements on highways and +„,.° " y 9 P P P F .¢. 1 _ ''',NO, ,,4,-;,-", ...:,,4.1-, :s.,.-, freeways throughout the state, and many others. -% , . Our firm is evaluated and accredited by the Cement and Concrete Reference Laboratory (CCRL), American Association of State Highway and Transportation Officials, International li Accreditation Service (IAS), State of California Department of Transportation (Caltrans), the !„ ,lt „a. r-, - Army Corps of Engineers and many local agencies. Their intensive evaluation of every aspect of our testing procedures for cement, fly ash, aggregates and concrete assures clients of the i - z: integrity and accuracy of our test results. The department is led Boris Stein, who has more than rj thirty years of experience and is well known in the world of concrete for his contributions to development of new concrete technologies. Dr. Stein holds fifteen patents and certificates on 'r' i inventions related to concrete technology. a R CITY(3I SAN BERNARDINO ON CALL GEOTECIIN)CAL INVESTIGATION AND- 4 " h Ct�A�tSTIiI1CTIOl� MATLRI�►�.TESTING APPLIED RESEARCH AND MATERIAL ENGINEERING . Atg Twining's experts possess domestic and international experience in the research, development and value engineering of concrete, advanced cementitious based building materials, and materials for F.. special applications. • p T For the past five years we have been supporting collaborative efforts to improve the sustainability of x concrete construction and to reduce its environmental impact. Applied research performed by our firm for state agencies and private firms includes: 4 Evaluation of the influence of limestone addition to portland cement on performance of concrete • Development, evaluation and implementation of concrete mixtures containing high volumes of industrial by-products as supplementary cementitious materials ► • Development, evaluation and implementation of concrete mixtures with recycled concrete aggregates Results of our collaborative research and development work with limestone have allowed Caltrans to approve the addition of limestone to portland cements used for the construction of pavements and transportation structures. This has enabled a savings of up to 5% of clinker and reduced carbon dioxide emissions caused by portland cement production.Aftwst The results of research and development performed with the participation of Twining are currently being used by Caltrans to revise standard specifications for proportioning concrete for pavements and elements of transportation infrastructure. Also based on the data developed by Twining, the Division of the State Architect has approved substitution of up to 35% of portland cement with Class ,s F fly ash for projects constructed by Los Angeles Community College District. h {' Our acquired experience in the engineering of cement based composites containing high volumes of unprocessed and processed supplementary cementitious products has also been applied to the a , development of advanced building materials and construction materials with special properties. Some of the examples are: • High strength cementitious-based spray-applied mortar for multi-layered external wall panels with Styrofoam insulation • Impervious and pervious cellular grouts, controlled low strength flowable fills and concretes • Architectural polymer modified dry mixtures for construction of artificial rock and manmade elements of authentic landscapes An additional example of materials we have engineered for special applications are compositions for the rehabilitation of secondary water treatment facilities and sewer conveying systems. Low permeability repair mixtures formulated and tested with the participation of Twining were, for example, used for rehabilitation of secondary water treatment facilities in Carson, California. Twining works in close collaboration with companies developing new products for the building materials industry. Thus, we can keep our clients informed of innovations and help them apply these innovations in a way that improves technical results and lowers cost. The division is led by Boris Stein, who has more than thirty years of experience in research and 9 � development, teaching and technical consulting. Dr. Stein is an author of many technical publications � `,.� '��� � ��� ; � and holds fifteen patents and certificates on inventions related to concrete technology. ATTACHMENT"2" TO EXHIBIT "C" ;, ::`. : . SCHEDULE OF PRICES . r. ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES 2 lCY 0[+ San Berton um May 24, 2010 (To be submitted in a sealed envelope separate from proposal documents) The undersigned Proposer, if offered, hereby certifies that it will execute the attached Agreement for Services and accept an annual purchase order effective on the date the Agreement is approved by the Mayor and Common Council and running through June 30, 2011 for Geotechnical Investigations and Construction Material.Testing Services for Capital Improvement Projects on an as-needed basis with no guaranteed usage. The undersigned Proposer understands that, if exercised by the City, an optional one- year extension, as provided in the agreement, shall be effective on or about July 1, 2010 and running through June 30, 2011, and that actual option year pricing shall be negotiated with the Proposer prior to exercising of any given option year; however, the option year extension shall not become effective until issuance by the City of a duly authorized Purchase Order. Please provide detailed Firm Fixed Prices in the spaces provided on Sheet 2 of this # Schedule of Prices. Indicate any other incidental or additional Prices required for complying with the Technical Specification requirements in the space provided below. Are there any other additional or incidental prices, which will be required by your firm in order to meet the requirements of the Technical Specifications? Yes (Yes or No). If you answered "Yes", please provide details of said additional prices: Please see the attached Schedule of Fees This offer shall remain firm for 90 days from RFP closing date. Terms and conditions as set forth in this RFP apply to this submittal. Page 1 of 3 Schedule of Prices for On-Call Geotechnical Investigations and Construction Material Testing 05/24/2010 Estimated Annual Unit Description I I Unit Price Total Price Quantity 1,000 ea Compaction Testing(1 -4 per site $126.00 $126,000 visit)including curves. 1,000 ea Compaction Testing(5-20 per site $126.00 $126,000 visit) including curves. 200 ea Compaction Testing(20+ per site visit) $126,00 $25,200 including curves. 20 set Concrete Cylinders(includes $500.00 $10,000 collection, tests and report) 20 ea Asphalt Extractions $195.00 $3,900 40 ea Asphalt Compaction $199.00 $7,960 40 ea Soil Gradation/Screen Analysis $120.00 $4,800 500 hr Grading Observation $104.21 $52,105 200 hr Engineering Geological Investigation& $125.76 $25,152 Consulting 40 ea Soil Boring to 15' $855.00 $34,200 40 ea Pavement Bore(Asphalt) $75.00 $3,000 40 ea Concrete Core $110.00 1 $4,400 1 r , TOTAL ESTIMATED ANNUAL COST $422,717 Page 2 of 3 SCHEDULE OF PRICES (Continued) ON-CALL GEOTECHNICAL INVESTIGATIONS AND CONSTRUCTION MATERIAL TESTING SERVICES In signing this offer, Proposer warrants that all certifications and documents requested herein are attached and properly completed and signed. Authorized Signature: Print Signer's Name and Title: Brian Kramer, President Date Signed: May 24,2010 Company Name &Address: Twining, Inc. 732 East Carnegie Dr. Suite 100 San Bernardino, CA 92408 Phone: (909)383-6660 Fax: (909)890-4299 Page 3 of 3