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HomeMy WebLinkAbout11 - Pavement Evaluation - Geotechnical - Materials TestingCITY OF NEWPORT BEACH CITY COUNCIL STAFF REPORT Agenda Item No. 11 June 24, 2008 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Public Works Department Michael J. Sinacori 949 - 644 -3342 or msinacori @city.newport- beach.ca.us SUBJECT: Approval of Amendments to On -Call Professional Services Agreements for Pavement Evaluation, Geotechnical and Materials Testing Recommendations: 1. Approve Amendment No. 1 with LaBelle Marvin, Inc., for on -call pavement evaluation services and authorize the Mayor and City Clerk to execute the Amendment. 2. Approve Amendment No. 1 with Willdan Geotechnical (formerly Arroyo Geotechnical) for on -call geotechnical and materials testing and authorize the Mayor and City Clerk to execute the Amendment. Discussion: On -Call Professional Services Agreements (PSA's) were developed to avoid a large volume of small but time - consuming agreements between the City and consultants to accomplish on -going project tasks for implementation of the Capital Improvement Program (CIP). On June 26, 2006, the City Council approved On -Call Professional Services Agreements with LaBelle Marvin (pavement evaluation consultant) and Arroyo Geotechnical (soils and materials testing) to provide services regularly required for CIP projects. Over the last two years, these on -call PSA's have proven to be very effective and an efficient way to conduct business. LaBelle Marvin have provided exceptional service and completed many projects for the City to supplement in -house street rehabilitation projects, such as Superior Avenue and Jamboree Road. Pavement evaluations are required to obtain grant funding from the State and Federal agencies. Willdan Geotechnical (formerly Arroyo Geotechnical) has also provided quality service for soils and material testing for many utility projects, such as the recently completed Irvine Avenue and Dover Drive 24 -inch Water Transmission main and the ongoing Approval of On -Call Professional Services Amendments for Pavement, Soils and Materials Testing Services June 24, 2008 Page 2 Industrial Way 36 -inch Water Transmission Main. Arroyo will perform street compaction testing, specialty pipe welding, and mortar inspections. The proposed Fiscal Year 2008109 CIP budget is estimated at about $68 million and includes over 92 projects. Many of these projects will require pavement evaluation, soils and material testing. The anticipated need for these services will require the extension of these contracts which are set to expire on June 30, 2008. Rates provided by the consultants, and included in the agreements, are competitive and in -line with industry standards. In accordance with Council Policy F -14, staff requested statements of qualifications from local firms. Based on the qualifications received, staff is recommending a continuation of these two contracts for the next two years, as both clearly understand the needs to implement the City's Capital Improvement Program. Environmental Review: Environmental clearances will be completed for each Capital Improvement Project. Funding Availability: Funds for these services are available in each of the specific project accounts within the City Council approved Capital Improvement Program. Prepared J. Sinai P.E. it City Engineer Submitted hen G. Badum is Works Director Attachment: Amendment No. 1 with LaBelle Marvip° Amendment No. 1 with Willdan Geotechnical and AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT WITH LaBELLE- MARVIN, INC., FOR ON CALL PAVEMENT MANAGEMENT, MATERIALS TESTING, DESIGN AND INSPECTION SERVICES THIS AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT, entered into this day of , 2008, by and between the CITY OF NEWPORT BEACH, a municipal corporation, (hereinafter referred to as "City ") and LA BELLE - MARVIN, Inc., a California corporation whose address is 2700 S. Grand Avenue, Santa Ana, California, 92705 -5404 ( "Consultant "), and is made with reference to the following: RECITALS A. On June 27, 2006, CITY and CONSULTANT entered into a Professional Services Agreement, hereinafter referred to as "Agreement ", for On Call pavement management and materials testing services for the City of Newport Beach, hereinafter referred to as "Project ". This Agreement is scheduled to expire on June 30, 2008. B. City desires to enter into this Amendment No. 1 to to extend the term of the Agreement to September 30, 2010. C. City and Consultant mutually desire to amend Agreement, hereinafter referred to as "Amendment No. 1 ", as provided here below. NOW, THEREFORE, the parties hereto agree as follows: 1. Consultant shall be compensated for various services performed pursuant to this Amendment No. 1 and according to the Request to Extend On -Call Services Agreement dated April 30, 2008, attached hereto as Exhibit A. 2. Compensation to the Consultant for services performed pursuant to this Amendment No. 1 for all work performed from July 1, 2008, to September 30, 2010, including all reimburseable items and subconsultant fees, shall be based on the attached Schedule of Billing Rates (Exhibit B). 3. The term of the Agreement shall be extended to September 30, 2010. 4. The agreement will now be administered by David Webb for the Public Works Department as Bill Patapoff has retired. 1 5. Except as expressly modified herein, all other provisions, terms, and covenants set forth in Agreement shall remain unchanged and shall be in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed this Amendment No. 1 on the date first above written. APPROVED AS TO FORM: ( , , City Attorney for the City of Newport Beach ATTEST: LaVonne Harkless, City Clerk CITY OF NEWPORT BEACH, A Municipal Corporation In Mayor for the City of Newport Beach LaBelle- Marvin, Inc.: By: Title: Print Na By: Title: (Corporate Officer) (Financial Officer) Print Name: Attachments: Exhibit A — Request to Extend On -Call Services Agreement Exhibit B — Shedule of Billing Rates F: VUsers%PBW%SharedlAgreements\FY 08 -OMOn -Call Services \LaBelle- Marvin -On -Call Amendment -t.do 2 • DESIGN'S ', ,, "�' I • 111 a l• `• 1 11 • TEECHNOLOGYT ,o--PROFESSIONAL PAVEMENT ENGINEERING A CALIFORNIA CORPORATION April 30, 2008 Exhibit A Michael J. Sinacori, P.E. Assistant City Engineer City of Newport Beach 3300 Newport Boulevard P.O. 1768 Newport Beach, CA 92658 Subject: Request to Extend On -Call Services Contract Re: On -Call Pavement Management, Materials Testing and Inspection Services Request for Contract Extension LaBelle Marvin Inc., is pleased to extend our On -Call Pavement Engineering Services Contract with the City of Newport Beach. LMI has enjoyed working closely with the City of Newport Beach for the past 30 years and will continue to provide professional pavement engineering services related to Pavement Management, Design, Analysis, Inspection and Material Testing requested by the City. LaBelle Marvin, Inc. has not modified a New Advance Notice Requirement with the City of Newport Beach and shall be available to the City's request on short notice. There are no New LaBelle aivin, Inc. Key Personnel that shall be involved with the City of Newport Beach and will continue to vide our existing experienced staff per the City's request. Staffing List: '. �� g Engineering: Steven R. N rvin, P.E., Edward S. Perez, Griffin R. Marvin Laboratory and Field Manager: Thomas Williams Laboratory and Field Technicians: Brett Marvin, Jeffery Galland, Kevin Huger, Don Linstrom Gordon Walek, Steve Linstrom, David Baker, John Warrick' Administration: Mary Might, LemLem Gebru Thank you for the opportunity to continue serving the City of Newport Beach. Please contact me if you have any questions or need additional information. Sincerely, / 0< �/ Griffin R Marvin Assistant Project Manager .4ttachments: Resumes, Current Fee Schedule 2700 S. GRAND AVENUE . SANTA ANA, CA 92705 -5404 . (714) 546 -3468 . FAX (714) 546 -5841 INFOQLABELLEMARVIN.COM Exhibit B Schedule of Fees Effective: March 75, 1008 PROFESSIONAL SERVICES Principal Engineer Project Engineer Engineer Aide Laboratory & Field Technician prevailing wage with Nuclear Gauge prevailing wage $220.00 /hr $160.00 Ihr $135.00 /hr $80.00 /hr $110.00 Ihr $100.00 /hr $130.00 /hr (A mileage charge of $0.60 shall apply for all travel to and from jobsites and/or meetings) EXPERT WITNESS Preparation for Court Appearances and /or Deposition $325.00 /hr Deposition and /or Court Appearance $450.00 /hr OFFICE SERVICES Computer Compilation of FWD Data $95.00 /hr Report Preparation / Typing $65.00 /hr Drafting $135.00 /hr LaBelle- Marvin, Inc. 2700 S. Grand Avenue Santa Ana, CA 92705 714 -546 -3468 (P) 714 - 546- 58.41(F) -2- BASIS OF CHARGES MINIMUM HOURLY CHARGES Show -up time and no inspection performed or failure to cancel before 3:30 p.m. on the previous working day, two hours; one to four hours, four hour minimum; four to eight hours, eight hour minimum. Hourly charges will be on a portal to portal basis. REGULAR TIME First eight hours between 7:00 a.m. and 5:00 p.m. Monday through Friday. OVERTIME Over eight hours worked in one day (Monday through Friday), work before 7:00 a.m. and after 5:00 p.m., Saturdays and Sundays, time and a half will be charged. Double time and a half will be charged for work performed on holidays. Special schedule nighttime field work between the hours of 6:00 p.m. and 6:00 a.m. will be subject to a 25% premium of the Regular Time hourly rate. SUBSISTENCE Where location of work demands, a subsistence will be charged on a pre - arranged rate prior to commencement of inspection and /or testing service. OUTSIDE SERVICES AND REIMBURSABLE EXPENSES Outside services and reimbursable expenses such as rental of special equipment, fabrication of special test apparatus, long distance phone calls, plane fares and car rental will be charged at cost plus fifteen percent. REPORT A maximum of three copies of the report will be issued to the client for distribution. Copies of report in excess of three will be provided and charged at our normal hourly Report Preparation rate. LaBelle- Marvin, Inc. 2700 S. Grand Avenue Santa Ana, CA 92705 714 -546 -3468 (P) 714 -546 -58.41 (F) -3- SPECIAL SERVICES DEFLECTION TESTING Road Rater with Operator (full -day) $3,000.00 Road Rater with Operator (half -day) $2,000.00 Mobilization and Travel Road Rater with Operator $180.00 /hr Engineered Pavement Evaluation By Quote SKID TESTING (ASTM E 670 -94) By Quote CORING (half -day minimum) $140.00 Ihr Traffic Control (technician and additional truck) $115.00 Ihr Special Traffic Control I Lane Closure By Quote PLUS: Asphalt Concrete -Per Cored Inch $8.00 Portland Cement Concrete - Per Cored Inch $10.00 Core Trimming - Per Cut $25.00 SURVEYING - Two Man Crew $295.00 Ihr PROFILOGRAPH TESTING Profilograph with Operator - Portal to Portal $175.00 Ihr Data Analysis $80.00 /hr LaBelle- Marvin, Inc. 2700 S. Grand Avenue Santa Ana, CA 92705 714 - 546 -3468 (P) 714 -546 -58.41 (F) CONSTRUCTION MATERIALS GENERAL This price has been condensed for your convenience. The cost of additional tests will be furnished upon request. A preparation charge will be added to all samples submitted to our laboratory that are not ready for testing. This preparation charge will be based on the actual time required at the Laboratory Technician's rate per hour. AGGREGATES. SOILS AND AGGREGATE BASE Sieve Analysis, Coarse ASTM C136 or CA 202 -C $85.00 Sieve Analysis, Fine (including wash) ASTM C136 or CA 202 -C $100.00 Specific Gravity, Bulk SSD, Coarse ASTM C127 or CA 206 $80.00 Specific Gravity, Fine ASTM C128 or CA 207 $130.00 Specific Gravity, Apparent Fine CA 208 $130.00 Absorption: Coarse, ASTM C127 or CA 206 $90.00 Fine, ASTM C128 or CA 207 $130.00 Sand Equivalent (average of three) ASTM D2419 or CA 217 $110.00 Durability Factor, Coarse or Fine ASTM D3744 or CA229 $135.00 Cleanness Value CA227 $135.00 Los Angeles Rattler, ASTM C131 or CA 211 $300.00 Unit Weight, ASTM C29 or CA 212 $100.00 Hydrometer Analysis, ASTM D422 or CA 203 $220.00 LaBelle- Marvin, Inc. 2700 S. Grand Avenue Santa Ana, CA 92705 714- 546 -3468 (P) 714- 546 -58.41 (F) -5- Plasticity Index, ASTM D 424 or CA 204 $155.00 Maximum Density and Optimum Moisture ASTM D1557 or CA 216 $190.00 R- Value, ASTM D2844 or CA 301 $240.00 Lime Treated $300.00 California Bearing Ratio (CBR) ASTM D 1883* $400.00 (One Point $185.00) Lime Treated* $480.00 *Maximum Density/Optimum Moisture not included pH - Per Determination ASTM C 977 $110.00 pH — Eades & Grimm $210.00 Unconfined Compression (sample preparation not included) $85.00 Crushed Particle, CA 205 $135.00 Flat & Elongated Particle, ASTM D4791 $215.00 Moisture Content CA 226 or ASTMD 2216 $40.00 Subgrade Density (drive tube) ASTMD 2937 $100.00 STABILIZED SOILS AND AGGREGATE Emulsion, Cement or Lime Stabilization Investigation By Quote Investigation, Design, Specifications and Quality Control By Quote PORTLAND CEMENT CONCRETE Flexural Strength ASTM C293 or CA 523 $105.00 LaBelle - Marvin, Inc. 2700 S. Grand Avenue Santa Ana, CA 92705 714 -546 -3468 (P) 714 - 546 -58.41 (F) ASPHALT CONCRETE Asphalt Concrete Mix Design, Marshall Stability (one aggregate plus one asphalt) By Quote Hveem Stabilometer Method (one aggregate, plus one asphalt) By Quote Stability Tests - Pre -mixed or Cored: Hveem (S- Value) ASTM D1560 and D1561, or CA 304 and 366 $260.00 Moisture Vapor Susceptibility, CA 307 $275.00 Combined Hveem and Moisture Vapor Susceptibility $440.00 Swell, CA 305 $175.00 Combined Hveem and Swell $310.00 Combined Hveem, Moisture Vapor Susceptibility and Swell $525.00 Marshall Stability and Flow, ASTM D1559 $225.00 Combined Marshall and Retained Stability $390.00 Maximum Laboratory Density - Pre -mixed or Cored: Marshall or Hveem $200.00 Maximum Theoretical Unit Weight (Rice Gravity) ASTM D2041 $130.00 Tensile Strength Ratio (TSR) $750.00 with Freeze/Thaw $800.00 Retained Strength $445.00 Extraction, % Asphalt CA 310 $280.00 Binder Content - Ignition Oven, CA 382 $230.00 Extraction, % Asphalt (Reflux) ASTM D2172 $230.00 LaBelle- Marvin, Inc. 2700 S. Grand Avenue Santa Ana, CA 92705 714 -546 -3468 (P) 714 -546 -58.41 (F) -7- Centrifuge Correction $90.00 % Rubber $90.00 Extraction, % Asphalt Recovery (Abson Method) ASTM D 2172 and ASTM D 1856 $325.00 CKE (Gradation and Specific Gravity not included) CA 303 or ASTM D 5148 $190.00 Gradation of Extracted Aggregate (including wash) CA 202 or ASTM C136$100.00 Density and Thickness on Core Samples ASTM D1188, ASTM D2726 and ASTM D3549 or CA 308 $60.00 Stripping (pre -mixed sample) ASTM D1664 or CA 302 $125.00 Permeability, VDOT $215.00 ASPHALT CEMENT R.T.F.C., ASTM D2872 or CA 346 $290.00 R.T.F.C., ASTM D2872 or CA 346 with Loss on Heating $350.00 Absolute Viscosity @ 140FO (60C°), Poise, ASTM D2171 $175.00 Kinematic Viscosity @ 275FO (135C°) or 140FO (60C°), cSt, ASTM D2170 $175.00 Penetration @ 77F° (25C °), 100g /5 sec., ASTM D5 $80.00 Penetration After Treatment with Rejuvenating Agent $110.00 Ductility @ 77F° (25C °), cm., ASTM D113 $270.00 Flash Point, COC or Pensky - Martens ASTM D92 or ASTM D93 $170.00 Softening Point, ASTM D36 $170.00 Solubility in Trichloroethylene, %, ASTM D2042 $185.00 LaBelle- Marvin, Inc. 2700 S. Grand Avenue Santa Ana, CA 92705 714- 546 -3468 (P) 714- 546 -58.41 (F) Spot Test, AASHTO T 102 $150.00 Specific Gravity, ASTM D70 $130.00 LIQUID ASPHALT $120.00 Viscosity SSF @ 77F° (25C°), sec., ASTM D244 $160.00 Viscosity SSF @ 122FO (50C°) $190.00 Settlement Five or Seven Day, %, ASTM D244 $440.00 Demulsibility, ASTM D244 $130.00 Particle Charge, ASTM D244 or CA 343 $160.00 pH Determination $120.00 Sieve Test, %, ASTM D244 $115.00 Stripping (pre -mixed sample) ASTM D1664 $115.00 Cement Mixing Test, ASTM D244 $170.00 Distillation and Percent Oil Determination ASTM D402 or ASTM D244 $330.00 Residue by Evaporation Cook -Off or CA Method 330, CA 331 $155.00 Wet Track Abrasion Test (WTAT) ASTM D 3910 (sample preparation not included) $110.00 Storage Stability, One Day, ASTM D244 $440.00 Float Test, ASTM D139 and ASTM D244 $120.00 Cone Penetration, ASTM D243 and D5 $120.00 Solids Content by Muffle Oven Burn -Off AASHTO T 267 $150.00 Non Volatile Components $90.00 LaBelle- Marvin, Inc. 2700 S. Grand Avenue Santa Ana, CA 92705 714 -546 -3468 (P) 714 -546 -58.41 (F) LaBelle Marvin KA ENTA USR, DESIGN, TESTING, B INSPEGTNJN SEM&ES Project Engineer Steven R Marvin, P.E. RCE 30659 RQE 5463 Mr. Marvin has more than thirty nine years of experience in the area of pavement engineering. His experience includes pavement management, engineering design, construction inspection, and material testing. Mr. Steven R. Marvin, currently President of LMI as of 1985, has received numerous honors for his work with asphalt concrete and teaches at local Colleges and Universities along with conducting seminars for pavement and material design. Mr. Marvin oversees final quality control for all data and inspections performed by LMI operations of the asphalt concrete laboratory, field sampling, pavement evaluations, and testing of roadway, aggregate and subgrade materials, soil stabilization design and evaluation, pavement design, rehabilitation design for existing pavement systems, and complete investigations of material and/or design caused pavement failures. Education: California State University — Long Beach BSCE Orange Coast College — AA Tau Beta Pi — Engineering Honor Society Chi Epsilon— Civil Engineering Honor Society Professional Registration: Civil Engineer — State of California (RCE 30659) Quality Engineer — State of California (RQE 5463) Associations: American Public Works Association American Society of Civil Engineers — National Technical Activities Committee American Society of Civil Engineers — National Committee on Government Affairs American Society of Civil Engineers — Orange County Branch, Treasurer, Secretary, Vice President and President American Society of Civil Engineers — Los Angeles Section —Vice President and President Asphalt Pavement Association Asphalt Recycling and Reclaiming Association Association of Asphalt Paving Technologists Associated General Contractors California Society of Civil Engineers — Treasurer California State Council ASCE — Chairman Institute for the Advancement of Engineering Inc. Maintenance Superintendents Association Orange County Engineers Club — Secretary/Treasurer and President Rotary International Honors: 1991 Engineer of Merit — American Society of Civil Engineers — Orange County Branch 2001 Engineer of the Year — American Society of Civil Engineers — Orange County Branch 2002 Engineer of Merit — Orange County Engineering Council Page 1 of 5 LaBelle Marvin PASEMPMTAMMIS.CE&IGN, TESTMG& INSPECTION SE�ES Teaching Engagements: Calif State University — Los Angeles — Asphalt Laboratory Procedures, Asphalt Concrete Inspection Calif State University — Long Beach — Pavement Design, Asphalt Concrete Design Santiago College — Asphalt Technology, Soils and Foundations, Introduction to Public Works University of Calif, Irvine — Professional Registration Review — Portland Cement Concrete Design. Project Manam Edward S. Perez Civil Engineer Mr. Edward S. Perez, Project Engineer and Project Manager, has focused his career on asphalt concrete pavement design, material properties and construction since 1984. Mr. Perez provides specific extensive experience relative to pavement management with numerous roadway evaluations. Mr. Perez works with a variety of public and private sector clients, exploring the specific and unique challenges of material issues, testing and inspection requirements /needs, and long -term pavement rehabilitation alternatives. He has also been instrumental in utilizing effective methods of subgrade preparation and soil stabilization often necessary during pavement retrofit projects such as pavement replacement and or resurfacing projects. Education: BSCE — California State University — Long Beach Associations: American Society of Civil Engineers — National American Society of Civil Engineers — Orange County Branch Experience: Mr. Perez began his engineering career in December of 1981 with the City of Costa Mesa, California, in the Engineering Design Department. His duties included drafting, surveying and assistance to the engineers in street and storm drain design. Since joining the furn of LaBelle - Marvin, hic., in November of 1984, his duties have emphasized the investigation, design and inspection of asphalt concrete pavements and pavement systems throughout Northern and Southern California and portions of Nevada. Specific projects he has been responsible for (investigation, design and inspection) include the rehabilitation of roadways throughout Leisure World, Laguna Hills, playground and parking areas for several school districts, including the Downey Unified and Perris Elementary School Districts, various roadways throughout the City of Avalon, Santa Catalina Island, California, and numerous facilities for The Church of Jesus Christ of Latter Day Saints throughout California. His duties include the preparation of bid documents, plans, specifications, cost estimates and co- ordination with the selected contractors during the construction phase of the project. In addition to his pavement investigation, design and inspection activities, he is actively involved in the inspection, sampling and testing of asphalt concrete paving materials for routine conformance evaluation and failure investigation. He has completed courses in Asphalt Paving Page 2 of 5 LaBelle Marvin PAY MTRN $15. GESIGN, TESTING, B IWECT SERVICES Mixtures, Design, Construction and Performance through the University of California, Berkeley, and is an approved inspector for paving projects within the City of Irvine, California. Assistant Proiect Manager Griffin R. Marvin Mr. Griffin R. Marvin, assistant project manager, provides spatial control of construction material, site documentation and test data correlation through use of GPS, ArcGIS, MicroPAVER, and AutoCAD. Griffin worked with LMI from 1994 to 1999 working with asphalt materials, material testing and investigation of existing pavement systems. Griffin returned to .LMI in 2003 bringing new capabilities in global data management, and serves to increase testing accountability, and final project documentation. Griffin also provides expertise in Pavement Management, certified by the University of Illinois at Urbana - Champaign, Arizona in 2004, by continuously involved in review of existing pavement systems, methods of condition assessment and review of construction quality. 2000 — BA Geography— University of California — Santa Barbara GIS— Geographic Information Systems and Remote Sensing (Satellite Imagery) Geological and Environmental sciences 2005 — AutoCad 2005 — GDMS — Lancaster, CA 2004 — MicroPaver 5.2— University of Illinois at Urbana - Champaign — Arizona 2002 — AutoCad 2002 — LACAD — Irvine, CA Background: Griffin Marvin has worked in civil engineering over 8 years. After working as a field and Lab technician for 6 years, he left Labelle Marvin, Inc. and attended school at the University of Santa Barbara where he then expanded his skills in the Geographical and Geological Sciences. studying Geographical Informational Systems (GIS) and Satellite Imagery (Remote Sensing). He then worked for 3 years as a GIS and survey /mapping technician at a large -scale engineering firm. He has now returned to Labelle Marvin, Inc. bringing with him his vast knowledge of data management skills, pavement management system education, and engineering capabilities. He is proficient in ESRI's ArcGIS, which is supported by his educational background and experience in both GIS and the Remote Sensing fields. hi addition, he is highly skilled in Autodesk's AutoCad 2005 LD3 and MicroPaver 5.2. Experience: Pavement Engineering — Various Clients, California Responsible for preparing pavement evaluations and documentation, quantity take -offs, cost estimates, field surveying, city and county permits, and responsible for LMI's geographical information system (GIS), AutoCAD, and MicroPAVER services. Material Testing — Laboratory Lab experience included working with R- values, extractions, and MD curves. Field experience included: coring and borings, deflection testing, asphalt inspections, and asphalt and aggregate plant inspection. Clients included: City of Anaheim, Fountain Valley, Long Beach, Hawthorne, Los Angeles, San Clemente, San Diego, Corona, The U.S. Navy (San Nicholas Island Runway); John Wayne Airport; and various home owner community associations. Geographic Information System — Ladera Ranch, California Page 3 of 5 L64 LaBelle Marvin FA6 MTARWSIS. DESK.N, TSTING, B WE TENS CGS Responsible for the assisting in the management and updating of the GIS database for the exclusive planned community of Ladera Ranch, a Rancho Mission Viejo Development. History: 1994 -1999, 2003 -2006 LaBelle Marvin — Santa Ana, CA Pavement Management/GIS /AutoCad/survey/ Engineering support / IT 2000 —2003 Huitt- Zoiiars, Inc.- Irvine, CA GIS / Topographic Mapping Technician/ Survey / Engineering support LaboratoryXield Manager Thomas Williams Mr. Tom Williams, Laboratory Manager, provides all scheduling and initial quality control of all testing and data interpretation generated during on -site testing, remote site testing such as at asphalt concrete production plants, and all testing performed at the Main LMI laboratory. Tom presently serves on the Asphalt Pavement Association Technical Committees in Orange, Los Angeles and San Diego Counties. Monthly review of material properties, production variability, material supply limitations, and industry/owner issues relating to asphalt concrete construction places Tom at the forefront of industry problem solving. Tom furthers development of asphalt concrete material qualities through involvement with the Standard Specifications for Public Works Construction "Greenbook" committee and interfacing with Caltrans "Round Robin" testing programs. Specialty testing equipment used by LMI for determination of asphalt permeability was developed by Mr. Williams for use on various dam resurfacing and landfill closure projects. Associations: Asphalt Pavement Association Technical Committees in Orange, Los Angeles and San Diego Counties. Experience: Public Works Construction "Greenbook" Committee Caltrans "Round Robin" Testing Program 1989 -2007 LaBelle Marvin — Santa Ana, CA Technicians Kevin P. Huffer History: 19 Years with LaBelle Marvin, Inc. Gordon K. Walck History: 16 Years with LaBelle Marvin, Inc. Jeffrey M. Galland Page 4 of 5 LaBelle Marvin PAVEMENT ANALYSIS, WSIGN, TESTING.& INSPMWN SERNCES History: 17 Years with LaBelle Marvin, Inc. Brett I. Marvin History: 9 Years with LaBelle Marvin, Inc. Don Linstrom History: 10 Years with LaBelle Marvin, Inc. Steve Linstrom History: 9 Years with LaBelle Marvin, Inc. Dave Baker History: 8 Years with LaBelle Marvin, Inc. Our staff of technicians have been with the Company for up to nineteen years each. They have been trained under the supervision of Registered Civil and Quality Engineer, Steven R. Marvin. Testing and inspection services are performed in accordance with specified A.S.T.M., Caltrans, or S.S.P.W.C. procedures. Each member of the technical staff participates in the broad range of services provided by LaBelle- Marvin, Inc. Page 5 of 5 AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT WITH WILLDAN GEOTECHNICAL, FORMERLY ARROYO GEOTECHNICAL FOR ON CALL MATERIALS & GEOTECHNICAL TESTING SERVICES THIS AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT, entered into this day of , 2008, by and between the CITY OF NEWPORT BEACH, a municipal corporation, (hereinafter referred to as "City ") and WILLDAN GEOTECHNICAL, (formerly Arroyo Geotechnical), a California corporation whose address is 1515 S. Sunkist Street, Suite E, anaheim, California, 92806 ( "Consultant"), and is made with reference to the following: RECITALS A. On June 27, 2006, CITY and CONSULTANT (formerly doing business as Arroyo Geotechnical) entered into a Professional Services Agreement, hereinafter referred to as "Agreement', for On Call Materials and Geotechnical Testing services for the City of Newport Beach, hereinafter referred to as "Project'. This Agreement is scheduled to expire on June 30, 2008. B. City desires to enter into this Amendment No. 1 with Willdan Geotechnical and to extend the term of the Agreement to September 30, 2010. C. City and Consultant mutually desire to amend Agreement, hereinafter referred to as "Amendment No. 1", as provided here below. NOW, THEREFORE, the parties hereto agree as follows: 1. Consultant shall be compensated for various services performed pursuant to this Amendment No. 1 and according to the Request to Extend On -Call Services Agreement dated May 2, 2008, attached hereto as Exhibit A. 2. Compensation to the Consultant for services performed pursuant to this Amendment No. 1 for all work performed from July 1, 2008, to September 30, 2010, including all reimburseable items and subconsultant fees, shall be based on the attached Schedule of Billing Rates (Exhibit B). 3. The term of the Agreement shall be extended to September 30, 2010. 4. Except as expressly modified herein, all other provisions, terms, and covenants set forth in Agreement shall remain unchanged and shall be in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed this Amendment No. 1 on the date first above written. APPROVED AS TO FORM: C�'_ n= City Attorney for the City of Newport Beach ATTEST: M LaVonne Harkless, City Clerk CITY OF NEWPORT BEACH, A Municipal Corporation Mayor for the City of Newport Beach Willdan Geotechnical: 0 (Corporate Officer) Title: Print Name: (Financial Officer) Title: Print Name: Attachments: Exhibit A — Request to Extend On -Call Services Agreement Exhibit B — Shedule of Billing Rates 9 F: \Users \PBW \Shared\Agreements\FY 08 -09 \0n -Call Services \Willdan - formerly- Arroyo -On -Call Amendment -t.doc Exhibit A May 02, 2008 WILLDAN I Yxouending Geotechnical reach Mr. Mike Sinacori, P.E. City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92658 SUBJECT: Request for Contract Extension, On -Call Materials & Geotechnical Testing Services, City of Newport Beach, Public Works Department Mr. Sinacori: Willdan Geotechnical, formerly doing business as Arroyo Geotechnical is pleased to submit this Request for Contract Extension for On -Call Materials & Geotechnical Testing Services. We have provided you with an updated Statement of qualifications with current information conceming WILLDAN GEOTECHNICAL qualifications, staffing, and resumes. Our ability to provide short notice services has not changed. We will continue to meet all your needs. W illdan Geotechnical has a well - established local office, conveniently located in Orange County, California, with the following contact and office information: WILLDAN GEOTECHNICAL 1515 South Sunkist Street, Suite E Anaheim, Califomia 92806 Phone: (714) 634 - 3318, Fax: (714) 634 -3372 Contact: Ross Khiabani, President & C.E.O. E -mail: rkhiabani(Zg willdan.com; Web Address: www.wilidan.com On behalf of the principals and staff of Arroyo, thank you for the opportunity to submit our qualifications on these projects. During the evaluation process, please contact me or Joe Ritchey at (714) 634 -3318 or jritchey®willdan.com. We look forward to further discussing our qualifications and ideas for project implementation. Respectfully submitted, WILLDAN GEOTECHNICAL W ni President/C.E.O. Attachments: Statement of Qualifications Exhibit B, Fee Schedule Distribution: Addressee Englneering I Geoleohnical I EmAronmental I Financlal I Homeland Securily 714.834.3318 1 W: 714.834.3372 1 1515 S. Sunkisl Sireet, Sulla E. Anaheim, CA 92806 1 n .wlklanxom Exhibit B WILLDAN GEOTECHNICAL Fee. Schedule - Personnel January 1, 2008 Special For City of Newport Beach TECHNICAL STAFF GEOTECHNICAL Principal/Chfef Engir Senior Geotechnical Project Engineer/Ge Senior Staff Engines Staff Engineer /Geolc Sr. Soil Technician (I Sr. Soil Techniciah (I Soil Technician (Non Soil Technician (Pre, ieologi st ....... .........................160.00 ..........................50,00 ieerfGeol ogist .......................130.00 50.00 I................... .........................110.00 ..........................50:00 tlogist ............ ..........................90.00 ..........................15.00 ...................... ..........................80.00 ..........................75.00 travailing Wages) ....................65.00 fling Wages) . ..........................75.00 ailing Wages) ........................ 60.00 f Wages) ....... ..........................75.00 ADMINISTRATIVE ComputerData Entry ............................. ..........................50,00 CIed cal ............................................. ............................... 50.00 Word Processing .... ............................... ..........................50:00 ComputerTime ....... ............................... ..........................15.00 CADOperator ......... ............................... ..........................75.00 EXPERT WITNESS Principal EngineedGeologist ................. ........................320.00 Staff assignments depend on availability of personnel, site location, and the level of experience required to sell* the technical requirements of the project and meet the prevailing standard of professional care. Travel time to and from the job site will becharged at the hourly rates for the appropriate personnel. Blueprinting, reproduction, messenger services, and printing will be invoiced at cost plus fifteen percent (15%). A subconsultant management fee of fifteen percent (15 %) will be added to the direct cost of all suhoonsuftertt services to provide for the cost of administration, consultation, and coordination. Mileage/Meld Vehicle usage will be charged at the rate of$.50/mile.or $5 per hour, subject to negotiation. ilia raise will FeffiQlAAFM Exhibit B WILLDAN GEOTECHNICAL Fee Schedule - Laboratory January 1, 2006 Special For City of Newport Beach ldentifficaffon and Index Properties In -Situ Moisture and Density (ASTM D2937) ................18.00 15.00 Grain Size Analysis (ASTM D422) 20.00 Sieve Only (3" to # 200) .................. ............................... 65.00 Sieve and Hydrometer ........................ .........................100.00 40.00 Percent Passing #200 Sieve (ASTM D1140) .............. 45.00 Atterberg Limits (ASTM D4318) 60.00 MultiPoint .................................... ............................... 80.00 OnePoint ..................................... ............................... 65.00 Specific Gravity (ASTM D854) ..... ............................... 50.00 Sand Equivalent (ASTM D2419) .. ............................... 65.00 Compaction and Bearing Strength Modified Proctor Compaction (ASTM D1557) 15.00 Method A or B (4" Mold) ......................... .........................150:00 20.00 Method A or B (6" Mold) .......................... .........................175.00 70.00 Compaction, California 216 .................... .........................150.00 40.00 California Bearing Ratio CBR (ASTM D1883) 3 points .................... ............................... .........................450.00 60.00 R- Value ............................... .............................. . 22o-nn Shear Strength TorvanelPocket Penet rometer .......... ............................... 15.00 Direct Shear - per point 20.00 Consolidated- Drained (ASTM D3080 ) ............................. 70.00 Residual.. _ .............. ............................... .........................100.00 40.00 Unconfined Compression (ASTM D2166 ) .......................100.00 Unconsolidated- Undrained (UU) ............ .........................125.00 60.00 Consolidation/Collapse and Swell Tests Consolidation (ASTM D2435) 8 load increments wlone time -rate .... .........................140.00 Additional load increment ............ ............................... 20.00 Additional Time rate per load increment ..................... 40.00 Single point (collapse test) .......... ............................... 40.00 Single Load Swell (ASTM D4546) Ring sample, fieid moisture ......... ............................... 60.00 Ring sample, air dried .................. ............................... 60.00 Remolded sample per specimen . ............................... 40.00 Expansion Index (ASTM D4829fUBC 29. 2) ...............100.00 Laboratory Permeability Constant Head (ASTM D2434) .......... .........................225.00 Falling Head Flexible Wall (ASTM D5084) .................275.00 Trlaxial Permeability (EPA 9100) ....... .........................325.00 Chemical Tests Corrosivity (pH, resistivity, sulfates, chlorides) ........... 150.00 Organic content (ASTM D2974) .. ............................... 60.00 Unit rates presented at for routinely performed geolechnical and construction material laboratory tests. Other tests can be performed in our laboratory, including rock core, soil cement, and soil lime tests. Additional tests will be quoted on request T Unit rates presented herein assume samples are uncontaminated and do not contain heavy metals, acids, carcinogens, or volatile organic compounds that can be measured by an OVA or PID with concentrations greater than 50 ppm. Arroyo will not accept contaminated samples. Uncontaminated samples will be disposed of 30 days after presemallon of test results. EXHIBIT B Materials Testing / Inspection SCHEDULE OF FEES - Prevailing Wage City of Newport Beach Professional Services Price S / hour Principal Engineer 160 Registered Civil Engineer 110 Staff Engineer so Project Management 100 Scheduling/Supervision 100 Secretarial Time 40 Reports - Test Results 10 ea Review of Files for Final Letter of Affidavit (min. 2 hours) 100 Submittal Review for Compliance with Project Plans and Specifications 100 Inspection Services Price S / hour DSA Project Inspector ([OR) - Class 1 100 DSA Project Inspector (IOR) - Class 11 90 DSA Projact Inspector (IOR) - Class 111 95 DSA Project Inspector (IOR) - Class IV 75 Relocatable Building In- Plant. Inspections, Title 24 75 Assistant Project Inspector (IOR) 75 Special Inspection Concrete 65 Special Inspection Post - Tension Concrete 65 Special Inspection Shoterete / DSA 65 Special Inspection Masonry/ DSA 65 Special Inspection Epoxy Injection & Anchors 65 Special Inspection Fireproofing 65 Special Inspection Structural Steel /Welding & Boiling (Local) 65 Special Inspection Structural Steel/Welding & Bolting ( Outside Local Area) Quote Speciallnspecdon Welding AWS/CWI (Field, Local) 65 Special Inspection Welding AWS/CWI (Field, Outside Local Area) Quote Fabrication Inspection AWS/CWI (Local) 65 Fabrication Inspection (Outside Local Area) Quote Building Inspection 65 Special Inspection Asphalt 75 Batch Plant Inspection Concrete 65 Batch Plant hispeciion Asphalt 75 Technician Services Price S / hour Technician- Materials (Field) 65 Pachometer - Technician 65 Moisture Testing - Technician 65 Technician Laboratory 60 Coring and Sizing ([it house) 60 Coring Concrete, Masonry or Asphalt in Field Quote Sawing Concrete, Masonry or Asphalt in Field Quote Pull -out Test on Embedded Bolts, Anchors, Dowels, and Splay Wires 65 Pick -up and Delivery - Standard 45 Technician Travel Time ( >40mi. radius of Anaheim lab) 45 Non - Destructive Testing(NDT) Price $I hall Ultrasonic Inspection 70 Dye Penetrant Inspection 65 Magnetic Panicle Inspection 65 Radiographic Testing Quote Travel Charge Quote /hour or mile Track Charge Quotelday Film Quoielfilm Scan Quote EXHIBIT B Concrete Strength Characteristics Method Price S ea. Concrete Cylinders (G'x 12 ") - Compression ASTM C -39 18 Lightweight Fill Concrete (3"x(i") Insulated ASTM C -495 20 Compression, Concrete or Masonry Cores (Testing Only) Max. Diameter G' ASTM C -42 30 Gunite /Shotcrete Cores (Lab Coring & Testing Only) ASTM C -42 45 Mix Design, Review of Existing 125 Cylinder Molds, 6 "x 12 ", 2 "x 4" (Not Used With Testing) 3 Unit Weight of Hardened Light weight Concrete ASTM C -567 35 Rapid Cure Concrete Cylinders (Boil Method) ASTM C-684 35 Petrographic Analysis of Hardened Concrete ASTM C-856 Quote Cement Content Analysis of Hardened Concrete ASTM C 1084 Quote Masonry Method Price S ea. Mortar Cylinders (2 "x4 ") ASTM C -780 IS Mortar Cubes (2 "x 2 ") ASTM C -109 18 Grout Prisms (3 "x6 ") ASTM C -1019 18 CMU Compression (3 required) to size 8 "x 8 "x 16" ASTM C -140 50 CMU Compression (3 required) greater than 8% 8 "x 16" ASTM C -140 55 CMU Moisture Content, Absorption & Unit Weight (6 required) ASTM C -140 85 CMU Linear Drying Shrinkage (3 required) ASTM C -426 85 CMU Grouted Prisms (Compression Test to 8 "x 8 "x 16 ") ASTM E447 135 CMU Grouted Prisms (Compression Test larger than 8 "x 8" x16 ") ASTM E-447 160 Masonry Core -Shear Title 24 (Test Only) 55 Steel Reinforcement Method Pride S ea. Tensile Test, Up to No. 9 ASTM A -370 35 Tensile Test, No. 9 and over ASTM A -370 45 Bend Test, Up to No. 8 ASTM A -370 35 Bend Test. No. 4 and over ASTM A -370 45 Processing Mill Certificates (per size and heat) 15 Weld Procedure and Welder Qualifications Price $ Welder Certification(Weld Procedure Review (AWS/CWI) 65/hr. Weld Tensile Test 50 ea. Weld Bend Test 50 ea. Weld -Macro Etch 50 ea. Bolt Tensile Test 50M Machining and Preparation of Samples 50 ea Prestress Method Price /ca. Prestress Wire (each cable) ASTM A-416 150 Sample Preparation 45 Prestress Cable, 7 Wire (Breaking Strength /Modulus of Elasticity) ASTM A-416 150 Fireproofing Method Price Unit Weight (Density) UBC Std. 7-6 35ea. Cohesion/Adhesion UBC Std. 7-6 65/hr. Special Inspection Fireproofing 65/hr, Moisture Test Method Price S Moisture Tests ASTM E -1907 .50 ea. Moisture Retest ASTM E -1907 35 ea. Moisture Testing - Technician 65/hr. EXHIBIT B BASIS OF CHARGES - PREVAILING WAGE REGULAR WORK HOURS First 8 hours of Day Shift Monday through Friday, except holidays. TIME AND ONE HALF After 8 hours and up to I I hours Monday through Saturday. DOUBLE TIME After I 1 hours Monday through Saturday and Sundays. TRIPLE TIME Holidays: New Years, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving and the day after Thanksgiving, and Christmas Day, the first Saturday following the first Friday in the months of June and December, and after I I hours on Sundays. SHIFT DIFFERENTIAL Swing Shift: +10% for first 8 hours worked. Graveyard Shift: +15% for first 8 hours worked. MINIMUM HOURLY CHARGES I. Special Inspector/ Field Technician (Field Time Only) A. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day............ 2 Hours D. One -half working day or less ............... ............................... ...:..............4 Hours C. Over one -half working daylor begins before noon and extends into afternoon ... ... 8 Hours 2. Project Inspector (IOR) A. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day ................4 Hours B. One -half working day or less .................................. ..............................4 Hours C. Over one -half working daylor begins before noon and extends into afternoon ...... 8 Hours CANCELLATIONS No Charge if made before 4:00 p.m. of the preceding day. See Minimum Charge. CYLINDER HOLDS All HOLDS will be disposed of after the 28 -day break meets the required PSI, unless specified in writing by the client prior to the 28-daybreak. Longterm or large amounts of HOLD cylinders maybe subject to storage fees. OUTSIDE SERVICES Outside services requested,by client performed by others and direct costs expended on the client's behalf arc charged at cost plus 20%. These expenses include equipment rental, parking, subsistence, photographs, co- insurance endorsement, ctc. MILAGE CHARGES Mileage for inspection I technician between 40 miles and 100 miles from Arroyo's nearest office will be charged at $:50 per mice. Any mileage over 100 is per quote basis. REPORT CHAGRES AND SECRETARY TIME Sec fee schedule. A maximum of 5 copies will be issued for each report. Reissuing of reports is per quote basis. REPORTING All reports will be considered confidential information and be distributed to the client and those designated by Section 1701 UBC I Title 24, Part 1, CAC; unless authorized in writing be by client. of delinquency; PARKING When not famished for the Inspector, parking charges will be reimbursed by the client. SUBSISTENCE When applicable, subsistence will be charged to the client I project by quotation. Gcotcc n4 a r os us 20 percent. ost. PREVAILING WAGE The hourly rates provided arc in compliance with prevailing wage requirements. As the rates for Culifomia Prevailing Wage increase. our hourly rates will increase accordingly.