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SCSTSubmitted To: CITY OF LA QUINTA Bryan McKinney, PE City Engineer 78-495 Calle Tampico La Quinta, CA 92253 Submitted: June 11, 2019 QUALITY DESIGNED WITH BUILT ON INNOVATION 1130 Palmyrita Avenue Suite 330A Riverside, CA 92507 P 951.294.7306 W www.scst.com RESPONSE TO REQUEST FOR PROPOSALS ON-CALL MATERIALS TESTING SERVICES SCST Proposal No: 19-0378 ELECTRONIC COPY City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 June 11, 2019 Bryan McKinney, PE, City Engineer City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 SUBJECT: Dear Mr. McKinney, SCST, LLC has reviewed the Request for Statements of Qualifications and Proposals and we are pleased to present this package to provide On-Call Materials Testing Services to the City of La Quinta. SCST is a professional services firm providing comprehensive material testing, special inspection, geotechnical engineering, applied geophysics, and environmental science and engineering services for 60 years. Company-wide, we employ over 190 staff members, including certified inspectors and testing technicians, licensed geotechnical and professional engineers, engineering geologists, environmental engineers, geophysicists, and the appropriate support personnel. To save our clients time and money, the majority of our inspectors and technicians are multi-carded by various local and national agencies, including the International Code Council (ICC), American Welding Society (AWS), and American Concrete Institute (ACI), to minimize the assignment of multiple field staff. We also have staff members with various certifications, including Caltrans, HAZWOPER, HAZMAT, USACE EM 385-1-1, and OSHA certification. SCST is proficient regarding local, state, and federal codes, standards, requirements, and close out procedures and thorough record keeping of all project documentation. We operate four certified geotechnical/materials testing laboratories in California. SCST understands the importance of utilizing highly-skilled and multi-carded engineers, technicians and inspectors, who are familiar with the workings of municipal agencies, who know the processes and procedures that are generally utilized during on-call contract work, and who have the ability to integrate into a client’s established organizational structure and methods. Our team is able to apply our combined experience with other public agencies and on-call contracts to present the City of La Quinta (City) with a capable and cohesive team to provide the high level of service the City requires. Our information is as follows: Firm Name:SCST, LLC Contact Name:Clint Adkins Email:cadkins@scst.com Phone:714.321.6029 SCST is in receipt of Addendum Number 1, dated June 5, 2019. SCST has the capabilities and resources to perform all services required during this project. We are adept at providing services on short notice and in a timely manner to meet critical deadlines and schedules. We will deliver a commitment to the City to focus on safety, communication, cost, schedule, and quality. Should you have any questions or require additional information, you can contact Clint at the information above, or our client services manager, Dan Marino, who can be reached at 951.294.7306 or via email at dmarino@scst.com. As SCST’s President and COO, I am the official representative who is authorized to bind the firm contractually. SCST appreciates your time and consideration on our behalf. Respectfully, SCST, LLC John Kirschbaum, PE Dan Marino President/COO Client Services Manager 1130 Palmyrita Avenue Suite 330A Riverside, CA 92507 P 951.294.7306 W www.scst.com RESPONSE TO REQUEST FOR PROPOSALS ON-CALL MATERIALS TESTING SERVICES Cover letter City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 Cover Letter Table of contents Qualifications, related experience, and references Proposed staffing and project organization Work plan/technical approach Cost and price Appendices Non-collusion affidavit form Insurance acknowledgement Resumes Table of contents City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 qualifications, related experience, and references CITY OF INDIO HIGHWAY 111 IMPROVEMENTS, Federal Aid Project No. STPL-5275(027) INDIO, CA The $11.5 million project funded under Measure X which upgraded two miles of Highway 111. The project included widening of Highway 111 from two lanes to three “through lanes” in each direction, replacing and reconstruction of all existing pavement with new pavement, replacing six traffic signals, drainage improvements to help alleviate flooding around Highway 111 and Monroe, replacing 60 existing driveways with new ADA compliant driveways that also makes ingress and egress to businesses easier, and replacing all access ramps, along with other ADA access improvements along sidewalks. Aside from the City’s Measure X funds, the project was also funded through city transportation funds, Coachella Valley Association of Governments (CVAG) funds, and federal transportation grant funds. GEOTECHNICAL SERVICES + Observation and Testing of Asphalt Concrete, Batch Plant, Grading, Sidewalk, Curb and Gutter, Subgrade, Driveways, Aggregate Base Material, Caltrans Testing SPECIAL INSPECTION AND MATERIALS TESTING SERVICES + Concrete Quality Control SOUTHBOUND INDIO BOULEVARD OVERHEAD EARTHQUAKE RETROFIT, Federal Aid Project No. STPLN-5275(013)INDIO, CA $3.1 million retrofit which consisted of abutment bolster retrofit, bent retrofit with restrainer columns, cap retrofits, girder splice retrofit, and a new pier protection wall. GEOTECHNICAL SERVICES + Observation and Testing of Wall Backfill; Soil Sampling SPECIAL INSPECTION AND MATERIALS TESTING SERVICES + Concrete Quality Control; Concrete Testing and Sampling; Field Structural Steel Welding and CIDH Pile Inspection and Testing City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 qualifications, related experience, and references CITY OF LEMON GROVE, LEMON GROVE AVENUE REALIGNMENT PROJECT LEMON GROVE, CA This is a $6.3 million project consisting of the realignment and reconstruction of the off ramp from State Route (SR) 94 leading directly to North Avenue, construction of additional travel lanes, and work at the trolley/railroad crossing to provide traffic safety and congestion relief. The project is partially funded through a SANDAG grant. Features of the project include new sidewalks built in accordance with ADA requirements to create a clear, easy path between the Trolley, the Promenade, and North Avenue; water efficient landscaping; improved stormwater treatment; and the undergrounding of power lines. Traffic and trolley signals “talk” to each other to help traffic move safety with less waiting. Other features included installation of new striping and traffic signals at the intersection of North Avenue and Lemon Grove Avenue, upgrades to substandard improvements at the trolley/train crossing, and relocation and replacement of sewer, water and storm drains. All work was performed in accordance with both Caltrans and ADA requirements. GEOTECHNICAL SERVICES + Observation and Testing of Utility Trench Backfill, Grading, Subgrade, Asphalt Concrete, and Aggregate Base Material SPECIAL INSPECTION AND MATERIALS TESTING SERVICES + Reinforced Concrete Inspection and Testing VALLEY SANITARY DISTRICT REQUA INTERCEPTOR INDIO, CA Construction of a $12.5 million project, consisting of 4 miles (22,000 feet) of 10-inch to 36-inch gravity flow sewer pipeline and related utility improvements. GEOTECHNICAL SERVICES + Observation and Testing of Utility Trench Backfill, Subgrade, Aggregate Base Material, and Asphalt Concrete City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 qualifications, related experience, and references INTERSTATE 10 AT JEFFERSON STREET INTERCHANGE, Local Federal Aid Project No. STPLN-5956(235) and State Federal Aid Project No. ACNHPI-010-4(064)E INDIO, CA This $80.9 million project consisted of the construction of a 445-foot long, 155-foot wide, eight lane bridge over Interstate 10. Other features included removal of two existing bridges, construction of new eastbound and westbound on- and off- ramps, adding auxiliary lanes on Interstate 10, a 50-foot tall MSE retaining wall, and several Type 1 retaining walls. The structures contain various architectural treatments that complement the natural surroundings. The project was coordinated with various regional agencies, including the Riverside County Transportation Department (RCTD), the Cities of Indio and La Quinta, Caltrans, and utility companies. Work was funded through Surface Transportation Program (STP) Discretionary funds, State Transportation Improvement Program (STIP) funds, and Transportation Uniform Mitigation Fee (CVAG) funds. GEOTECHNICAL SERVICES + Observation and Testing of Asphalt Concrete Paving, HMA Paving, Grading, Subgrade, MSE Abutment and Wall Backfill, Aggregate Base Material, MSE Fill Stockpiles, and Wall Backfill; Caltrans Testing SPECIAL INSPECTION AND MATERIALS TESTING SERVICES + Batch Plant, Flex Beam Fabrication and Placement, Slab and Concrete Placement, and JPCP Beam Inspection and Testing; Mix Design Review; Contractor QA/QC Plan Review; Concrete Quality Control ACTIVE TRANSPORTATION PROGRAM CYCLE 1, State Project No. ATP-01-08-213M COACHELLA, CA The $1.7 million project consisted of improvements including construction of raised median refuge islands; pedestrian curb ramps; Class II (bike lane) and Class III (shared path bike routes); bikeway facilities on existing and new AC pavement; pathways; installation of signs and sign supports; concrete sidewalks, curb and gutter, and driveways; striping, pavement marking and markers; and minor relocation/removal/adjustment to existing utilities. GEOTECHNICAL SERVICES + Observation and Testing of Subgrade and Asphalt Concrete City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 qualifications, related experience, and references CITY OF RIVERSIDE MAGNOLIA AVENUE TECHITE PIPELINE AND PRESSURE REDUCING STATION RIVERSIDE, CA Replacement of 5,500 linear feet of techite pipe and 3,000 linear feet of water distribution mains as well as system appurtenances. GEOTECHNICAL SERVICES + Observation and Testing of Utility Trench Backfill, Aggregate Base Material, Paving, and Asphalt Concrete SPECIAL INSPECTION AND MATERIALS TESTING SERVICES + Testing and Inspection of Cast-In-Place Concrete and Field Structural Steel Welding CITY OF INDIO MADISON STREET CANAL INDIO, CA $3.2 million project to accommodate the widening of Madison Street. The project included canal diversions, temporary and new bridge structures, sewer mains, jack and bore operations, utility relocations, and box culverts. GEOTECHNICAL SERVICES + Observation and Testing of Grading, Utility Trench Backfill, Subgrade, Paving, and Wall Backfill SPECIAL INSPECTION AND MATERIALS TESTING SERVICES + Concrete Quality Control City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 CITY OF NATIONAL CITY ON-CALL GEOTECHNICAL, SOILS AND MATERIALS TESTING SERVICES NATIONAL CITY, CA SCST has been working with the City for seven years providing materials testing and inspection services, as well as geotechnical engineering. Projects have included: +Midblock Crossing Enhancements: Testing and inspection during this $1.5 million project consisting of construction of safety enhancements, including new LED safety light fixtures at 30 signalized intersections citywide, installation of pedestrian level LED lights at 16 midblock crosswalks, and implementation of pedestrian safety enhancements including ADA curb ramps, corner bulb-outs, sidewalks, and solar powered flashing crosswalk signs with high intensity striping at six midblock crosswalks. The project is funded through a combination of HSIP federal funds, SANDAG ATGP funds, and general funds. +Plaza Boulevard Widening Phase I: Testing and inspection during phase I of the project includes widening Plaza Boulevard to construct a six lane regional arterial, utility undergrounding, and the widening of Plaza Boulevard between Palm Avenue and Interstate 805 including new travel lanes to expand roadway capacity and improve traffic flow, traffic signal modifications for safety and operations, and pedestrian/ADA enhancements. +Division Street Pavement Investigation: Geotechnical investigation for the rehabilitation of Division Street from Highland Avenue to Euclid Avenue consisting of the construction of a new pavement section. SCST performed coring of the pavement section and laboratory testing to developed appropriate rehabilitation recommendations. As a result, the street will be rehabilitated with slurry seal in less severely cracked areas, and rehabilitated with cold milling and overlay placement of 1.5 inch of asphalt with reinforcing fabric in more severely cracked areas. The project was completed on time and under budget. +Avenue A Green Street: Testing and inspection services during the $3.7 million project which consisted of the implementation of low-impact development (LID) infiltration measures along portions of “A” Avenue between East 8th Street and Kimball Park to treat urban storm water runoff prior to entering the storm drain system and discharging into Paradise Creek. Other improvements included enhanced crosswalks with pedestrian refuge islands and corner bulb-outs for traffic calming, pedestrian actuated flashing crosswalk signs, and high intensity signing and striping; new sidewalks and pedestrian curb ramps for ADA compliance; decomposed granite walking paths through Kimball Park; a new gateway plaza with permeable pavers adjacent to National City Public Library; and an educational creek-themed art wall. SCST provided soils and concrete testing and inspection services. +Division Street Traffic Calming: Testing and inspection during construction of traffic calming, as well as pedestrian, bicycle, and Safe Routes to School enhancements on Division Street between Highland Avenue and Euclid Avenue. Improvements included ADA pedestrian curb ramps, high intensity signing and striping, and buffered bike lanes. Traffic calming measures included converting four travel lanes to three travel lanes with a two-way left-turn center lane, buffered bike lanes, and on-street parking. GEOTECHNICAL SERVICES + Geotechnical Investigation + Observation and Testing of Grading, Asphalt Concrete, Aggregate Base Material, Subgrade, Utility Trenching, Curb and Gutter, Cement Treated Subgrade, Sidewalk, and Backfill; Footing Excavation and Site Preparation Observation SPECIAL INSPECTION AND MATERIALS TESTING SERVICES + Cast-In-Place Concrete, Masonry, Concrete Quality Control, Concrete Coring qualifications, related experience, and references City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 CITY OF DEL MAR PROFESSIONAL CONSULTING SERVICES AGREEMENT DEL MAR, CA SCST has been working with the City of Del Mar for seven years providing materials testing, inspection, and geotechnical engineering. Projects have included: +City Hall: Testing and inspection, as well as geotechnical engineering for a new $17.8 million city hall consisting of an 8,855 SF City Hall for administrative functions and a 3,104 SF Town Hall with a seating capacity for up to 250 people and a 934 SF breezeway. The project also features a single story, 35,859 SF parking structure for 96 vehicles which supports the two on-deck buildings. Other elements include a 15,000 SF public plaza with trellises, pavers, planters, landscaping, and irrigation; a CMU wall; retaining walls; surface parking for an additional 45 vehicles; metal gates; and off-site street improvements. The project also includes a solar and battery energy system that will provide nearly all the facility’s power when the sun is shining. +2015 Sewer, Water, and Arterial Paving (SWAP) Capital Project: Testing and inspection during construction of roadway improvements, curbs, gutters, sidewalks, pedestrian ramps, grinding and asphalt overlay, signing and striping, grading, retaining walls, storm drain improvements, sewer force main, recycled water mains, and irrigation system modifications. +Jimmy Durante Boulevard and Camino Del Mar 2015 Street and Drainage: Testing and inspection during the $1.3 million project which consisted of roadway improvements, curb and gutter, sidewalks, pedestrian ramps, grinding and asphalt overlay, signing and striping, grading, retaining walls and storm drain improvements along Camino Del Mar from L’Auberge to Jimmy Durante Boulevard, and along Jimmy Durante Boulevard from Camino Del Mar to San Dieguito Drive. +2016 Sewer and Water Group 1 CIP: Geotechnical investigation and testing and inspection during the design and construction of a 6-inch high density polyethylene (HDPE) water line to replace the existing above-ground steel pipeline. The pipeline installation utilized horizontal directional drilling (HDD) techniques. +Anderson Canyon Slope Reconstruction: Testing and inspection, as well as geotechnical engineering for slope reconstruction due to a slope failure after rain storm events. The failed slope is approximately 85 feet high. A portion of the slope failure extends under the Camino Del Mar roadway causing the south bound lane to be closed to traffic and existing utilities, including a storm drain pipe to be temporarily rerouted. The project consisted of the design and reconstruction of the slope and replacement of the storm drain. GEOTECHNICAL SERVICES + Geotechnical Investigation, Document Review + Observation and Testing of Grading, Asphalt Concrete, Aggregate Base Material, Subgrade, Paving, Wall Backfill, and Utility Trenching; Footing Excavation, Caisson, and Pile Observation SPECIAL INSPECTION AND MATERIALS TESTING SERVICES + Cast-In-Place and Reinforced Concrete, Drilled Anchors, Concrete Quality Control, Masonry, and Field Structural Steel Welding FACILITIES CONSULTING SERVICES + Observation and Documentation of Installation of Roofing, Waterproofing, and Exterior Building Envelope qualifications, related experience, and references City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 Qualifications, related experience, and references Date Founded:December 1959 Legal Form:LLC Number of Offices:8 Location of Offices:Riverside, CA San Diego, CA Newport Beach, CA Los Angeles, CA Pico Rivera, CA Selma, CA Chicago, IL Brookfield, WI Number of Employees:192 Days & Hours of Operation: SCST operates 24 hours a day, 7 days a week in order to cover projects for our clients to meet their construction schedules and needs. The firm is not debarred, suspended, or otherwise declared ineligible to contract with any federal, state, or local public agencies. SCST does not have any current conditions or organizational conflicts of interest the would affect our ability to perform the services required during this contract. The following information summarizes SCST’s litigation history related to services provided in the last five years. “Dismissed” means SCST was dismissed for a waiver of costs, but paid no money towards settlement or judgment. There have been no convictions for filing false claims. SCST is involved in lawsuits due to our work with housing developers and home builders, where we, along with all other subcontractors, are named in homeowner association lawsuits. Our participation is frequently dismissed by the court or settled for very small amounts of money. The firm has not filed for bankruptcy, nor has there been termination for default or convictions for filing false claims within the past five years. CLAIMS FILED BY SCST Date Claim Nature of Complaint Resolution 2015 Today’s Fresh Start, Inc.Unpaid fees Settled CLAIMS FILED AGAINST SCST Date Claim Nature of Complaint Resolution 2018 Debicki v. Pulte Homes Alleged construction defects.Pending 2017 Waterman, et al. v. Pulte Homes Alleged construction defects.Pending 2016 Stafford v. KB Home Coastal, Inc., et. al.Alleged construction defects.Dismissed 2015 Garcia v. McMillin Montara, LLC, et al.Alleged construction defects.Settled 2014 Badiant v. McMillin Artessa, LLC Alleged construction defects.Settled 2014 Zoological Society v. Minshew Brothers Steel Co.Alleged construction defects.Dismissed Proprietary and Confidential City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 qualifications, related experience, and references CITY OF COACHELLA ACTIVE TRANSPORTATION PROGRAM CYCLE 1, STATE PROJECT NUMBER ATP01-08-213M CLIENT:City of Coachella NAME & TITLE:Gordon Fisher, Construction Project Coordinator MAILING ADDRESS: 53462 Enterprise Way Coachella, CA 92236 TELEPHONE: 760.501.8121 START/END DATES: February - May 2018 CITY OF INDIO HIGHWAY 111 IMPROVEMENTS, (Federal Aid Project No. STPL- 5275(027) CLIENT:T.Y. Lin International NAME & TITLE:Marty Phillips, Senior Resident Engineer MAILING ADDRESS: 404 Camino Del Rio S., Ste. 700 San Diego, CA 92108 TELEPHONE: 760.533.8119 START/END DATES: December 2017 - April 2019 CITY OF DEL MAR PROFESSIONAL CONSULTING SERVICES AGREEMENT CLIENT:City of Del Mar NAME & TITLE:Joe Bride, Deputy Director of Public Works MAILING ADDRESS: 2240 Jimmy Durante Boulevard Del Mar, CA 92014 TELEPHONE: 858.755.3294 START/END DATES: October 2014 - Current City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 qualifications, related experience, and references VALLEY SANITARY DISTRICT REQUA INTERCEPTOR CLIENT:Valley Sanitary District NAME & TITLE:Ron Buchwald, District Engineer MAILING ADDRESS: 45-500 Van Buren Street Indio, CA 92201 TELEPHONE: 760.238.5400 START/END DATES: July 2016 - December 2017 CITY OF LEMON GROVE, LEMON GROVE AVENUE REALIGNMENT PROJECT CLIENT:Infrastructure Engineering Corporation NAME & TITLE:Scott Adamson, Construction Manager MAILING ADDRESS: 14271 Danielson Street Poway, CA 92064 TELEPHONE: 858.413.2440 START/END DATES: July 2016 - September 2018 CITY OF NATIONAL CITY ON-CALL GEOTECHNICAL, SOILS AND MATERIALS TESTING SERVICES CLIENT:City of National City NAME & TITLE:Jose Lopez, Associate Engineer - Civil MAILING ADDRESS: 1243 National City Boulevard National City, CA 91950 TELEPHONE: 619.336.4380 START/END DATES: August 2014 - Current City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 Proposed Staffing and project organization All of SCST’s listed staff members are full-time SCST employees, the majority of which are cross-trained and multi-credentialed to save the City time and money. Our proposed staff is listed below, with a brief description of their qualifications and experience. Resumes are included in the appendices. EMPLOYEE QUALIFICATIONS EXPERIENCE Clint Adkins +Caltrans Certified Tester +Caltrans SuperPave Tester +ACI Concrete Field Technician Grade 1, Concrete Strength Testing Technician, Concrete Laboratory Testing Technician Levels 1 and 2, Masonry Laboratory Testing Technician, Aggregate Testing Technician Level 1 +Nuclear Gauge Operator Certification +14 years of experience providing and overseeing Caltrans, and materials and soils testing services +Familiar with federal, state, and local regulations and ordinances pertaining to laboratory testing. +Provided services for new construction and rehabilitation of roads, sidewalks, roundabouts, pipelines, sewers, parks, drainage, and municipal buildings Thomas B. Canady, PE +State of California Professional Engineer +State of Arizona Professional Engineer +State of Nevada Professional Engineer +ACI Certification Program Examiner +Over 30 years of experience providing testing, inspection, and geotechnical engineering services (including pavement recommendations) +Provides services for all types of municipal projects including streets, bridges, sidewalks, sewers, parks, and municipal buildings Reza Saeedzadeh, PhD, PE +State of California Professional Engineer +Nuclear Gauge Operator Certification +Five years of experience in the testing and inspection industry +Specializes in pavement recommendations +Provided services for various projects including roads, bridges, pipelines, pump stations, and municipal buildings Ron Baudour +ACI Concrete Field Testing Technician Grade 1, Adhesive Anchor Installer Piston- Plug and Retaining Cap Systems +OSHA 10-Hour and 30-Hour Construction Safety and Health Certification +USACE Construction Hazard Awareness Safety Training EM 385-1-1 40-Hour Certification +Nuclear Gauge Operator Certification +Over 30 years of industry experience. +Familiar with federal, state, and local regulations and ordinances. +Provided services for projects in the area, including Indio, Palm Springs, and Coachella Dan Ferguson +Caltrans Certified Tester +ACI Concrete Field Testing Technician Grade 1 +ICC Soils, Reinforced Concrete +First Aid/CPR/AED +Nuclear Gauge Operator Certification +Over 20 years of experience providing soils and materials testing, observation, and inspection +Specializes in streets, pavement, and bridge work City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 Rolando Alcaraz +Caltrans Tester +ACI Concrete Field Testing Technician Grade 1 +ICC Reinforced Concrete, Masonry, Fireproofing +City of San Diego Reinforced Concrete +City of Irvine Concrete +Nuclear Gauge Operator Certification +15 years of experience providing soils testing and observation, as well as special inspection services and Caltrans testing +Provides services for roads, bridges, parks, municipal buildings, pipelines, drainage, sewers, sidewalks, and ADA compliance projects Stephen Braun +Caltrans Certified Tester +ICC Reinforced Concrete, Prestressed Concrete, Structural Masonry +ACI Concrete Field Testing Technician Grade 1 +AWS Certified Welding Inspector +City of San Diego Reinforced Concrete, Prestressed Concrete, Structural Masonry +Nuclear Gauge Operator Certification +19 years of experience providing Caltrans testing, soils/materials testing, and concrete and masonry inspection +Provided services for various projects including roads, bridges, pipelines, pump stations, and municipal buildings Tyler Garrison +Caltrans Tester +ACI Concrete Field Testing Technician Grade 1 +City of Irvine Special Inspector +Nuclear Gauge Operator Certification +Over 20 years of experience providing materials and soils observation and testing in the Inland Empire +Provides services for roads, bridges, parks, municipal buildings, pipelines, sewers, drainage, and ADA compliance projects +Specializes in Caltrans testing Tony Stewart +Caltrans Certified Tester +ACI Concrete Field Testing Technician Grade 1 +OSHA 10-Hour Construction Safety and Health Certificate +Nuclear Gauge Operator Certification +18 years of experience providing Caltrans testing and soils/materials testing services +Provided services for various projects including roads, bridges, pipelines, pump stations, sewers, drainage, and municipal buildings Raul Tena +Caltrans Tester +ACI Concrete Field Testing Technician Grade 1 +Nuclear Gauge Operator Certification +Over 10 years of experience providing materials and soils observation and testing services +Provides Caltrans testing +Works on all types of projects, including roads, bridges, water projects, parks, and municipal buildings Anthony Wiant +Caltrans Certified Tester +ACI Concrete Field Testing Technician Grade 1 +OSHA 10-Hour Construction Safety and Health Certificate +Nuclear Gauge Operator Certification +Over 20 years of experience providing Caltrans testing and soils/materials testing services in the Inland Empire +Provided services for various projects including roads, bridges, pipelines, pump stations, sewers, drainage, and municipal buildings Proposed Staffing and project organization City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 The organizational chart below depicts the availability of our team’s management, supervisory, field and technical staff for this contract. Clint Adkins will serve as SCST’s project manager and primary point-of-contact on a day to day basis during this contract. His resume is on the following page. All of SCST’s listed staff members are full-time SCST employees, the majority of which are cross-trained and multi-credentialed to save the City time and money. Resumes of other key personnel are marked with an asterisk (*) and are included on the following pages. Resumes of additional personnel are available upon request. Proposed Staffing and project organization SCST PROJECT MANAGEMENT Clint Adkins* Project Manager TECHNICAL ADVISOR Thomas B. Canady, PE* Principal Engineer FIELD SERVICES Ron Baudour* Director of Field Services Dan Ferguson* Geotechnical Field Supervisor Special Inspectors Rolando Alcaraz* Stephen Braun* Bobby Canales Michael Cannarella Randy Dudek Brett Egan AK Estifanos Tyler Garrison* Michael Geriminsky Roger Jimenez Joe Kjolsrud Neal Leetham Jeff Longoria Ron Lopez Thomas Morehead Brande Nolley William Reeves David Reid Ruben Rocha Dustin Rogers James Rotondo Justin Runge Tony Stewart* Raul Tena* Adam Thomas Anthony Wiant* LABORATORYSERVICES Isaac Chun, PE, GE* Laboratory Engineer Clint Adkins* Director of Laboratory Services Mario Salazar Laboratory Manager Dale Bartlett Jeff Bedell Paul Esqueda Cory Joyce John Kepic Nicholes Naquin Cesar Navarro Sean Rosenbaum Chris Tena Laboratory Technicians ENGINEERING SERVICES Thomas B. Canady, PE* Chief Engineer Isaac Chun, PE, GE* Emil Rudolph, PE, GE Principal Engineers Andrew Neuhaus, PG, CEG Chief Geologist J. D. Campbell, PhD, PE Reza Saeedzadeh, PhD, PE* Scott Vacula, PE Senior Engineers Gillian Carzzarella, PE Daniel Richardson, PE Project Engineers Anne Lawrence, PG Doug Skinner, PG, CEG Senior Geologists Chelsea Feeney, EIT Liz White, GIT Jason Dale Drew McPeak Iko Syahrial Staff Professionals City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 PROJECT UNDERSTANDING SCST understands that the City is seeking firms to provide material testing, Caltrans testing, and ACI concrete services. SCST will provide: +A qualified technical to conduct density tests on roadway subgrade, aggregate base material, asphaltic concrete, slope fill, and trench backfill placement. Tests will be performed with a nuclear densometer in accordance with ASTM D2922 or sand cone in accordance with ASTM D1556. Maximum density curves (ASTM D1557) will be performed on various material types as they are encountered, including Marshall density tests on the asphaltic concrete. +An ACI certified technician to make sets of concrete cylinders and perform slump tests for the curb, gutter, concrete dip section, foundations, and other minor concrete. +A Caltrans certified technician and laboratory to perform tests on federally funded projects. SCST also understands that the City will need firms to perform: +Compression strength tests in accordance with ASTM C39. +Extraction/gradation tests in accordance with ASTM D2172/ C136 on the asphaltic concrete. +R-value testing of street subgrade and recommend a pavement section based on the results of the test. SCST will also provide reports of any non-compliance results of material to the City within 24 hours from the time of sampling. To perform services, SCST would require plans and specifications from the City. SCST will provide all services listed above. PROJECT APPROACH SCST has been providing testing and inspection services for 59 years to municipal agencies throughout southern California. Project experience is listed in section 3.3, Firm Experience. This experience has allowed us to build an approach from a series of established procedures. This approach is designed to comply with all DSA requirements and how the City requests services. When an as-needed engagement is requested for a project, SCST’s project manager will prepare a comprehensive, detailed scope of services, and a cost estimate/budget for the project based on the project schedule, and the plans and specifications. We will work with the City to develop realistic and responsible solutions for each specific project’s needs. Work plan/technical approach In order to conform to a project budget, SCST’s project manager provides individuals working on a specific task with the expected time allotted for that task. By establishing a budget and communicating the project expectations for our services at the beginning of a project to all individuals involved, SCST can complete tasks efficiently and maintain the estimated project budget. Additionally, our professional staff is involved with the project fieldwork and report preparation, providing continuity and efficiency during a project. This aids in the capability to make quick and effective decisions in the field relating to the original geotechnical engineering assumptions. Our inspectors and technicians are well-versed in the implementation of inspection and testing requirements, and are experienced with a wide variety of materials used in construction. Once a project begins, it is tracked using Ajera, our internal accounting software, giving us paperless system capacities. The software maintains real-time accounting of resources used on the project and displays this graphically to each project manager’s desktop. The project management component of the software gives our project manager the ability to review scheduling and budgeting at any time, expediting communication between our project manager and the City, without the need for additional analysis. Our practice is to closely monitor the frequency of your dispatch and diligently manage the budget on all of our projects. Once we have reached 70% of the individual line- item budget authorizations, we will schedule a meeting with the City and any other designated representatives to compare the remaining work with the construction schedule, and provide you with a cost-to-complete in an effort to avoid additional authorizations. We will not exceed the authorized Ajera City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 budget without approved change orders from you or your authorized representative. The success of this program comes from providing you with early accounting and foresight into the progress of our services. SCST’s geotechnical philosophy stems from its seasoned staff with a wide range of expertise with different types of projects. The philosophy focuses on providing creative and thoughtful recommendations that best support and protect the City. Our knowledge includes the different types of soil, formational materials and rocks, and their engineering characteristics that can be expected within the City, enabling us to provide timely responses to design and construction issues. Our typical approach to Geotechnical Engineering consists of: Review of Background Documents: SCST will review available relevant geologic and geotechnical engineering records, drawings, data, and other information as it pertains to the project site. This review and research process will aid in planning more efficient geotechnical investigations, and can lead to a reduction in the number of borings, test pits, or other types of subsurface exploration techniques. Field Exploration: SCST will prepare a workplan for submittal to the City and the project team prior to the start of field exploration work. In addition to the establishment of important working relationships between project team members, this will help identify specific site accessibility requirements or challenges on-site, to minimize the potential for encountering subsurface structures and utilities. Upon satisfactory clearance of exploration locations, the subsurface/geotechnical investigation will be performed under the supervision and direction of one of our state of California licensed engineers or engineering geologists, who will remain in close contact with the field team to ensure a smooth execution of the field exploration program. The field program may include coring pavements, coring rock and soil drilling and sampling borings or backhoe pits, mapping cut slopes, and field testing for resistivity or infiltration characteristics. Geotechnical Laboratory Testing and Engineering Analyses: Our team’s project engineer will develop a geotechnical engineering laboratory test program that will be customized for each project based on project needs, budget, and the subsurface conditions encountered during the field exploration program. The engineering analyses will be performed based upon the specific needs of the project as established during the development of the specific scope of services for the project. Preparation and Submittal of the Deliverables: SCST will present the City with a report that has been thoroughly reviewed and checked for quality, consistency, and accuracy by our project manager. As required, reports will include recommendations for corrective actions, design recommendations for repairs, and recommendations for development of design changes. With the deliverables, SCST will provide copies of design calculations, including documentation of computer generated calculations and final reports, where applicable. The typical turn around time for design deliverables is five weeks. A draft version of the report can be submitted for review and comment by the City so that recommendations can be fine-tuned if necessary. Our experience with municipal agencies has shown us the importance of this step as communication with the project team is streamlined. Our approach to Material Sampling and Testing services includes: Assigning and Scheduling of Staff: Selecting the appropriate inspector or technician for a project is one of SCST’s highest priorities. SCST will provide the City with multi-carded inspectors or technicians whenever possible. We utilize Agile Frameworks MetaField® V2.15 software for efficient scheduling and managing of field, laboratory, and office personnel. The daily schedule is available to all personnel, enabling us to maximize staff utilization and avoid duplication. Our technicians and inspectors will be available within 24 hours of a request from the City. Testing, Field Work, and Reporting: The assigned inspector or technician will report to the appropriate on-site contact and sign-in if necessary. They will meet with City’s designated representative and/or project inspector to review the approved plans and specifications, and to assure that Work plan/technical approach City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 these documents are clearly understood and the City’s needs are being fully addressed. Our field personnel will work under the direction of the project inspector. The inspector or technician will perform the required inspection and/or testing service in accordance with the approved project drawings and specifications. Any required samples will be procured, labeled, electronically logged, and scheduled for pickup. Our field representative will document findings or test results with a report of their daily activities and the status of compliance with project requirements, and present the report or results to the City’s designated representative for a signature. The signing representative, SCST’s project manager and any pertinent project team members will then automatically receive an email copy of the report or results. Notification of any non-compliant work will be noted and clearly reported to the City’s designated representative. SCST also utilizes MetaField for our field reporting and testing, which allows us to upload daily reports and testing results to a central database from the field via cell phone, Work plan/technical approach Technician:Ferguson, Dan Certification: Caltrans Acceptance Tester ICC#1078342EC Date:12/12/2017 Authority Having Jurisdiction:Other Other Authority Having Jurisdiction: Caltrans City of Lemon Grove Permit Number:1114NMC0769 Contractor Performing Work:SealRight Start Time:21:00 End Time:06:30 Time (Hours):9.50 Location Details: (After Hours Night Shift) CALTRANS EA No. 1114NMC0769 (Asphalt) Caltrans ROW CB3 Line ( Sta. 335+95.58 to 341+50, northhalf) and Lemon Grove Avenue, south bound through centerline (Sta. 34+00 to Sta. 35+15.16) Type of Inspection:Asphalt Paving Inspection Frequency Is:Continuous Equipment Being Utilized:Paving Screed, (2) Smooth Drum Vibratory Rollers Source of Imported Material: California Commercial Asphalt Carrol Canyon Plant Mix Design:3/4" Superpave HMA Type A Asphalt Temperature at Placement:291 to 306 Compaction Was Confirmed by Means of:Density of Asphalt was Determined by Nuclear Gauge Backscatter Method, ASTM 2950 Details: On site as requested to observe, document and test asphalt placement operations at the above locations. Asphalt placed by a pavingmachine. Breakdown, Intermediate compaction effort given by smooth drum vibratory rollers, finish rolling performed by a smooth drumvibratory roller.Temperatures and rolling pattern were monitored throughout the day. Bulk sample obtained in Caltrans right of way for production start up. Density tests were performed and recorded in Caltrans right of wayin accordance with project specifications. Test results pending lab results of asphalt samples and cores taken. Approximately 740 tonsasphalt was placed in two lifts (6 inch section) in the Caltrans right of way. All nuclear density tests or retests of 95% R.C. or better of the plant given Hveem of 148.0 pcf as indicated by the test results. Soil Field Report SCST, LLC San DiegoLEA: 47, Exp: 04/25/20216280 Riverdale StreetSan Diego, CA 92120Phone: (619) 2804321Fax: (619) 2804717 Client:Project: cc: Project Architect;Structural Engineer;Project Inspector;DSA Regional Office (If Applicable); Page 1 of 4Page 1 of 3 Client Client Address Project Number Owner, Project Name, Client Project Address Technician:Ferguson, Dan Certification: Caltrans Acceptance Tester ICC#1078342EC Date:12/12/2017 Authority Having Jurisdiction:Other Other Authority Having Jurisdiction: Caltrans City of Lemon Grove Permit Number:1114NMC0769 Contractor Performing Work:SealRight Start Time:21:00 End Time:06:30 Time (Hours):9.50 Location Details: (After Hours Night Shift) CALTRANS EA No. 1114NMC0769 (Asphalt) Caltrans ROW CB3 Line ( Sta. 335+95.58 to 341+50, northhalf) and Lemon Grove Avenue, south bound through centerline (Sta. 34+00 to Sta. 35+15.16) Type of Inspection:Asphalt Paving Inspection Frequency Is:Continuous Equipment Being Utilized:Paving Screed, (2) Smooth Drum Vibratory Rollers Source of Imported Material: California Commercial Asphalt Carrol Canyon Plant Mix Design:3/4" Superpave HMA Type A Asphalt Temperature at Placement:291 to 306 Compaction Was Confirmed by Means of:Density of Asphalt was Determined by Nuclear Gauge Backscatter Method, ASTM 2950 Details: On site as requested to observe, document and test asphalt placement operations at the above locations. Asphalt placed by a pavingmachine. Breakdown, Intermediate compaction effort given by smooth drum vibratory rollers, finish rolling performed by a smooth drumvibratory roller.Temperatures and rolling pattern were monitored throughout the day. Bulk sample obtained in Caltrans right of way for production start up. Density tests were performed and recorded in Caltrans right of wayin accordance with project specifications. Test results pending lab results of asphalt samples and cores taken. Approximately 740 tonsasphalt was placed in two lifts (6 inch section) in the Caltrans right of way. All nuclear density tests or retests of 95% R.C. or better of the plant given Hveem of 148.0 pcf as indicated by the test results. Caption:Ticket Load Sampled Production Start Up Caption:AC Paving CB3 Line Soil Field Report SCST, LLC San DiegoLEA: 47, Exp: 04/25/20216280 Riverdale StreetSan Diego, CA 92120Phone: (619) 2804321Fax: (619) 2804717 Client:Project: cc: Project Architect;Structural Engineer;Project Inspector;DSA Regional Office (If Applicable); Page 2 of 4Page 2 of 3 Technician:Ferguson, Dan Certification: Caltrans Acceptance Tester ICC#1078342EC Date:12/12/2017 Authority Having Jurisdiction:Other Other Authority Having Jurisdiction: Caltrans City of Lemon Grove Permit Number:1114NMC0769 Contractor Performing Work:SealRight Start Time:21:00 End Time:06:30 Time (Hours):9.50 Location Details: (After Hours Night Shift) CALTRANS EA No. 1114NMC0769 (Asphalt) Caltrans ROW CB3 Line ( Sta. 335+95.58 to 341+50, northhalf) and Lemon Grove Avenue, south bound through centerline (Sta. 34+00 to Sta. 35+15.16) Type of Inspection:Asphalt Paving Inspection Frequency Is:Continuous Equipment Being Utilized:Paving Screed, (2) Smooth Drum Vibratory Rollers Source of Imported Material: California Commercial Asphalt Carrol Canyon Plant Mix Design:3/4" Superpave HMA Type A Asphalt Temperature at Placement:291 to 306 Compaction Was Confirmed by Means of:Density of Asphalt was Determined by Nuclear Gauge Backscatter Method, ASTM 2950 Details: On site as requested to observe, document and test asphalt placement operations at the above locations. Asphalt placed by a pavingmachine. Breakdown, Intermediate compaction effort given by smooth drum vibratory rollers, finish rolling performed by a smooth drumvibratory roller.Temperatures and rolling pattern were monitored throughout the day. Bulk sample obtained in Caltrans right of way for production start up. Density tests were performed and recorded in Caltrans right of wayin accordance with project specifications. Test results pending lab results of asphalt samples and cores taken. Approximately 740 tonsasphalt was placed in two lifts (6 inch section) in the Caltrans right of way. All nuclear density tests or retests of 95% R.C. or better of the plant given Hveem of 148.0 pcf as indicated by the test results. Caption:Ticket Load Sampled Production Start Up Caption:AC Paving CB3 Line Caption:Asphalt Lemon Grove Avenue at CB3 Line Status of Work Element Requiring Inspection:Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy:No Soil Field Report SCST, LLC San DiegoLEA: 47, Exp: 04/25/20216280 Riverdale StreetSan Diego, CA 92120Phone: (619) 2804321Fax: (619) 2804717 Client:Project: cc: Project Architect;Structural Engineer;Project Inspector;DSA Regional Office (If Applicable); Page 3 of 4Page 3 of 3 where they are reviewed by the project manager. Information is then digitally signed and forwarded to the client, or accessed by the client via a customer facing portal via the cloud. Final Report / Closeout: As the construction contract enters the completion phase, SCST’s team will work with the City to develop a functional closeout plan. We will use our experience to identify remaining inspection requirements, and submit final reports in a timely manner. In order to expedite the final reports, our field daily reports and laboratory test results are automatically filed and reviewed throughout the duration of the project. Typically, SCST can prepare these reports within three days of the completion of our work, depending on the size and scope of the project. Daily reports and all laboratory test results are compiled into a Final Construction Quality Assurance report that displays all field inspection reports, batch plant inspection reports, laboratory testing reports, and a summary of the field density tests performed on the project. The final report can include any information requested by the City, such as inspector’s names, certifications, or laboratory certifications. City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 Cost and Price SCST, LLC SCHEDULE OF FEES FOR PROFESSIONAL SERVICES California Prevailing Wage Effective July 1, 2018 Schedule C (rev_5/28/19) Schedule C PROFESSIONAL SERVICES Professional (Engineering, Geology, Environmental) Principal Professional ......................................................................................................................................................................... $165 Senior Professional ............................................................................................................................................................................... 140 Project Professional .............................................................................................................................................................................. 115 Staff Professional .................................................................................................................................................................................... 80 Drafter ..................................................................................................................................................................................................... 62 Field Services (Geotechnical, Inspection) Field Supervisor ................................................................................................................................................................................... $87 Lab Technician ....................................................................................................................................................................................... 70 Off Site Inspector ..................................................................................................................................................................................... 82 Group 1 ................................................................................................................................................................................................... 89 Group 2 ................................................................................................................................................................................................... 94 Group 3 .................................................................................................................................................................................................... 98 Coring .................................................................................................................................................................................................... 126 Field Services (General Geophysical Studies) Ground Penetrating Radar, Electromagnetics, Line Tracer Half Day............................................................................................................................................................................................ $1,300 Full Day ............................................................................................................................................................................................. 2,300 Hourly Rate .......................................................................................................................................................................................... 265 (A Mob/Demob charge of $275 applies to all projects billed on hourly rates.) Seismic Refraction, Sting Resistivity Half Day............................................................................................................................................................................................ $1,700 Full Day .............................................................................................................................................................................................. 2,900 Hourly Rate ........................................................................................................................................................................................... 325 (A Mob/Demob charge of $500 applies to all projects billed on hourly rates.) Borehole and Corehole Utility Locating/Rebar Locating Hourly Rate ........................................................................................................................................................................................ $215 Per Borehole Rate ................................................................................................................................................................................... 85 Full Day Discount Rate ....................................................................................................................................................................... 1,900 (A Mob/Demob charge of $275 applies to all projects billed on hourly rates and per borehole rates.) • All rates include a two-man crew. • Projects requiring specialty equipment will be bid on a per project basis. • Fee will be based on either the per borehole or hourly rate. Project Management Senior Project Manager ....................................................................................................................................................................... $140 Project Manager .................................................................................................................................................................................... 115 Administrative Assistant .......................................................................................................................................................................... 62 Travel and Miscellaneous Pick Up .................................................................................................................................................................................... Hourly Rate Travel Time ............................................................................................................................................................................ Hourly Rate Per Diem (variable, depending on location)...................................................................................................................................... Quote Prevailing Wage Hourly Surcharge for Technicians and Inspectors per California Labor Code §720, et. Seq ................................. Quote Overtime and Saturday Rate ............................................................................................................................. 1.5 x Regular Hourly Rate Sunday and Nationally Recognized Holiday Rate (including the day after Thanksgiving) .................................... 2 x Regular Hourly Rate Rush Surcharge .................................................................................................................................................... Normal Rate plus 50% Equipment Surcharge ...................................................................................................................................................................... Quote City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 Cost and Price SCST, LLC SCHEDULE OF FEES FOR PROFESSIONAL SERVICES CONT. (rev_5/28/19) LABORATORY TESTS Soil and Aggregate California Bearing Ratio includes Max Density Method C (ASTM D854) ........................................................................................... $618 California Impact (Cal 216) .................................................................................................................................................................... 206 Chloride Ion Testing (Cal 422) ............................................................................................................................................................... 150 Clay Lumps in Aggregate (ASTM C142) ............................................................................................................................................... 150 Cleanness Value - 1” and Smaller (Cal 227) ......................................................................................................................................... 200 Consolidation (ASTM D2435) ................................................................................................................................................................ 200 Corrosivity Testing (Soluble Chlorides and Sulfates, pH and Resistivity) .............................................................................................. 187 Crushed Particles (Cal 205, ASTM D693) ............................................................................................................................................. 150 Direct Shear (ASTM D3080) .................................................................................................................................................................. 260 Durability Factor (Cal 229, ASTM D3744) ............................................................................................................................................... 97 Durability Index (Cal 229, ASTM D3744)............................................................................................................................................... 224 Expansion Index (ASTM D4289) ........................................................................................................................................................... 177 Fine Aggregate Angularity (AASHTO T304) .......................................................................................................................................... 200 Fineness Modulus (ASTM C136) ............................................................................................................................................................ 24 Flat & Elongated Pieces (ASTM D4791) ............................................................................................................................................... 175 Light Weight Pieces (ASTM C123) ........................................................................................................................................................ 175 Liquid Limit (Cal 204, ASTM D4318) ....................................................................................................................................................... 58 Los Angeles Abrasion - 1 1/2” and smaller (Cal 211, ASTM C131) ....................................................................................................... 224 Maximum Density Check Point (ASTM D698/D1557) ............................................................................................................................. 88 Maximum Density/Optimum Moisture - 4” (ASTM D1557) ..................................................................................................................... 200 Maximum Density/Optimum Moisture - 4” (ASTM D698)....................................................................................................................... 200 Maximum Density/Optimum Moisture - 6” (ASTM D1557) ..................................................................................................................... 200 Maximum Density/Optimum Moisture - 6” (ASTM D698)....................................................................................................................... 200 Minimum Density (ASTM D1556) ............................................................................................................................................................ 74 Moisture Content (Cal 226, ASTM C566, ASTM D2216)......................................................................................................................... 35 Natural Density - Chunk Sample (ASTM D2937) .................................................................................................................................... 41 Natural Moisture/Density Ring or Core Sample (ASTM D2937) .............................................................................................................. 35 Organic Impurities (Cal 213, ASTM C40) ................................................................................................................................................ 90 Organic Matter (ASTM D2974) ................................................................................................................................................................ 75 Percent Finer than #200 (ASTM C117, ASTM D1140) ............................................................................................................................ 70 Permeability Remold Sample includes Maximum Density (ASTM D2434) ............................................................................................ 400 Permeability Remold Sample includes Maximum Density (ASTM D5084) ............................................................................................ 560 Permeability Undisturbed Sample (ASTM D5084) ................................................................................................................................ 360 Petrographic Analysis (Cal 215, ASTM C295) ................................................................................................................................. Quote pH & Resistivity (Cal 643, ASTM G51) .................................................................................................................................................. 126 Plasticity Index (Cal 204, ASTM 4318) .................................................................................................................................................. 127 Potential Reactivity (ASTM C289) ......................................................................................................................................................... 220 Residual Shear (ASTM D6467) ............................................................................................................................................................. 442 Rock Correction (ASTM D4718) .............................................................................................................................................................. 26 R-Value (Cal 301, ASTM D2844) .......................................................................................................................................................... 276 Sand Castle Test (USACE) ................................................................................................................................................................... 195 Sand Equivalent (Cal 217, ASTM D2419) ............................................................................................................................................... 88 Sieve Analysis (ASTM C136, ASTM D6913) ........................................................................................................................................... 90 Sieve Analysis Pit Sample (Cal 202, ASTM C136) ................................................................................................................................ 128 Sieve Analysis with Hydrometer (Cal 203, ASTM D422) ....................................................................................................................... 200 Soil Cement Compression Strength (Cal 312, ASTM D1633) ................................................................................................................. 50 Soil Cement Cylinder Fabrication (Cal 312, ASTM D1632) ................................................................................................................... 100 Soluble Chlorides (Cal 422) ..................................................................................................................................................................... 62 Soluble Sulfate (Cal 417)......................................................................................................................................................................... 62 Soundness 5 Cycles (Cal 214, ASTM C88)........................................................................................................................................... 375 Specific Gravity Coarse Aggregate (Cal 206, ASTM C127) .................................................................................................................. 115 Specific Gravity Fine Aggregate (Cal 207, ASTM C128) ....................................................................................................................... 115 Triaxial Shear Consolidated - Undrained (ASTM D4767) ...................................................................................................................... 330 Triaxial Shear Unconsolidated - Undrained (ASTM D2850) .................................................................................................................. 150 Triaxial Staged Consolidated - Undrained (ASTM D4767) .................................................................................................................... 420 Triaxial Staged Unconsolidated - Undrained (ASTM D2850) ................................................................................................................ 210 Unconfined Compression (ASTM D2166) ............................................................................................................................................. 162 Unit Weight Aggregate (Cal 212, ASTM C29) ......................................................................................................................................... 80 City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 Cost and Price SCST, LLC SCHEDULE OF FEES FOR PROFESSIONAL SERVICES CONT. (rev_5/28/19) Asphalt Concrete Asphalt Core Specific Gravity (Cal 308, ASTM D2726) ......................................................................................................................... $58 Asphalt Core Specific Gravity Waxed (Cal 308, ASTM D1188) ............................................................................................................... 74 Emulsion Content (CTM 382) ................................................................................................................................................................ 178 Film Stripping (Cal 302) ......................................................................................................................................................................... 178 Gyratory Compacted Maximum Specific Gravity (AASHTO T312) ........................................................................................................ 350 Hamburg Wheel-Plant Produced HMA (AASHTO T324/Cal-Trans Section 39) .................................................................................... 900 Hveem - Maximum Bulk Specific Gravity (Cal 308) ............................................................................................................................... 300 Hveem & Stabilometer Value (Cal 366) ................................................................................................................................................. 400 Ignition Oven Correction Factor (AASHTO T308) ................................................................................................................................. 250 Marshall Density, Stability & Flow (ASTM D6927) ................................................................................................................................. 400 Marshall Density (ASTM D6926) ........................................................................................................................................................... 300 Moisture Content of Asphalt Mixtures Using Microwave (Cal 370) .......................................................................................................... 50 Moisture Vapor Susceptibility (Cal 307) ................................................................................................................................................ 259 Optimum Bitumen Content (Cal 367) ................................................................................................................................................ 3,100 Percent Bitumen Asphaltic Concrete (Cal 382, ASTM D6307) .............................................................................................................. 183 Residue by Evaporation (Cal 331) ......................................................................................................................................................... 178 Rice - Maximum Theoretical Specific Gravity AC (Cal 309, ASTM D2041) ........................................................................................... 133 Sieve Analysis - Extracted Aggregate (Cal 382, ASTM D5444) .............................................................................................................. 89 Stability and Flow (ASTM D1559) ......................................................................................................................................................... 350 Stabilometer Value (Cal 366) ................................................................................................................................................................ 350 Superpave Mix Design - No RAP testing or Aggregate Qualities (AASHTO R35/Cal-Trans Section 39) .......................................... 6,700 RAP Testing - Fractionated (ASTM D2172/AASHTO T308/Cal-Trans Section 39 ............................................................................. 5,700 RAP Testing - Not Fractionated (ASTM D2172/AASHTO T308/Cal-Trans Section 39) ................................................................... 2,850 Tensile Strength Ratio - Plant Produced HMA (AASHTO T283) ........................................................................................................... 900 Wet Track Abrasion (ASTM D3910) ...................................................................................................................................................... 185 Concrete 2X2 Cube Compression ....................................................................................................................................................................... $20 Concrete Core Compression (ASTM C42) .............................................................................................................................................. 59 Concrete Cylinder Compression (Cal 521, ASTM C39) .......................................................................................................................... 20 Flex Beam Modulus of Rupture (Cal 523, ASTM C78) ............................................................................................................................ 74 Modulus of Elasticity (Cal 522, ASTM C469) ......................................................................................................................................... 261 Shotcrete Mockup Panel (ASTM C1140) ........................................................................................................................................... 1,040 Shotcrete Panel, 3 Cores - Compression (CBC) ................................................................................................................................... 290 Shrinkage - Hardened Concrete (ASTM C157 - Modified) .................................................................................................................... 371 Split Tensile, Concrete Cylinder (ASTM C496) ....................................................................................................................................... 74 Time of Set (ASTM C403) ..................................................................................................................................................................... 200 Trial Batch Fabrication (ASTM C192) .................................................................................................................................................... 298 Unit Weight, Hardened Concrete (ASTM C642) ...................................................................................................................................... 45 Unit Weight, Lightweight Concrete (ASTM C567) ................................................................................................................................... 59 Masonry Absorption Block (ASTM C140) .......................................................................................................................................................... $115 Compression Adobe .............................................................................................................................................................................. 155 Compression Block, Standard (ASTM C140) ........................................................................................................................................ 150 Compression, Brick (ASTM C67) .......................................................................................................................................................... 115 Efflorescence Block ............................................................................................................................................................................... 175 Efflorescence, Brick (ASTM C67) .......................................................................................................................................................... 175 Grout Prism Compression (ASTM C1019) .............................................................................................................................................. 20 Masonry Core Compression (ASTM C42) ............................................................................................................................................... 51 Masonry Core Shear (CBC 2105A.4) ...................................................................................................................................................... 95 Masonry Prism Compression (ASTM E447) .......................................................................................................................................... 150 Mortar Bond Strength - Pull Test (ASTM C482) ...................................................................................................................................... 62 Mortar Cylinder Compression .................................................................................................................................................................. 20 Mortar Shear Strength (ANSI 118) .......................................................................................................................................................... 53 City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 Cost and Price SCST, LLC SCHEDULE OF FEES FOR PROFESSIONAL SERVICES CONT. (rev_5/28/19) All field services will be charged portal to portal with the following minimum charges: Masonry - Continued Relative Mortar Strength (Cal 515) ..................................................................................................................................................... $850 Shrinkage - Masonry Block (ASTM C426) ............................................................................................................................................. 250 Trial Grout Prisms (ASTM C942) ............................................................................................................................................................. 38 Water Retention and Air Content (ASTM C270) .................................................................................................................................... 470 Metal Bolt Assembly - Hardness Test ............................................................................................................................................................ $74 Bolt Assembly - Tensile & Proof Load Test ............................................................................................................................................. 74 Modulus of Elasticity (Steel) .................................................................................................................................................................. 146 Post-Tension Tendon Tensile Testing ................................................................................................................................................... 185 Tensile Strength & Bend Test, Reinforcing Steel (ASTM A615/A706) .................................................................................................. 125 Tensile Strength #14 - #18 Bar (ASTM A615) ................................................................................................................................. Quote Tensile Strength - Mechanical Splices #9 and Smaller (Cal 670) .......................................................................................................... 185 Tensile Strength - Mechanical Splices #10 to #14 (Cal 670) ................................................................................................................. 250 Tensile Strength - Mechanical Splices #18 (Cal 670) ...................................................................................................................... Quote Tensile Strength and Bend Test, Structural Steel (ASTM A370) ........................................................................................................... 180 Miscellaneous Fire Proofing Density Test (ASTM E605) ............................................................................................................................................. $69 Fiber Reinforced Polymer, Tensile (ASTM D3039) ............................................................................................................................... 520 Rebound Hammer Calibration ................................................................................................................................................................. 40 Material Preparation ........................................................................................................................................................................... 70/hr Relative Humidity Test (ASTM F2170) .............................................................................................................................................. 80/kit Concrete Vapor Emission Kits (ASTM F1869) .................................................................................................................................. 72/kit Test Chamber and Water Spray Rack (ASTM E1105) ................................................................................................................. 275/hour Miscellaneous Charges .................................................................................................................................................................. Various Default Expense ............................................................................................................................................................................. Various • A two-hour show-up charge will be applied to any service canceled the same day of service. • The client will be invoiced only for the hours actually worked in 4 and 8 hour increments. • Work in excess of eight hours up to twelve hours in a single day, will be charged in one-hour increments at 1.5 times the standard rate. • Work in excess of twelve hours in a day will be charged in one-hour increments at 2.0 times the standard rate. Work performed by field or laboratory personnel outside of normal business hours (6:30 AM – 5:00 PM) will be charged a premium on a case-by-case basis. Reimbursables: SCST reserves the right to charge for services outside of the contract in the form of reimbursables. These items include, but are not limited to, the following consumables: diamond coring bits, fuel, patching materials, mileage, travel time, equipment rental and administrative time. Subcontracted services that are included on the Fee Schedule will be charged at those rates. Subcontracted services not included in our Fee Schedule will be charged at cost plus 20 percent. Per Diem charges will be applied to projects outside a 50-mile radius of our office. Mileage will be charged at the rate of 54.4 cents per mile for distances over 50 miles from the location of dispatch. Invoices for all services completed or in progress will be submitted monthly. These invoices are due in full upon presentation to the client. Invoices outstanding over 30 days will be considered past due. A finance charge will be computed at the rate of 1.5 percent per month, which is an annual rate of 18 percent and charged on all past due accounts. If legal action is brought on delinquent accounts, the prevailing party shall be entitled to recover its reasonable attorney’s fees and other costs of collection. Our professional engineering, geology, and inspection services are performed in accordance with the current standards of practice in the industry. No other warranty or representation, express or implied, is made or intended. Serving Southern California Since 1959 TERMS AND CONDITIONS City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: Non-collusion affidavit form NON-COLLUSION AFFIDAVIT FORM Must be executed by proposer and submitted with the proposal I, __________________________________ (name) hereby declare as follows: I am ______________________________ of _________________________, (Title) (Company) the party making the foregoing proposal, that the proposal is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the proposal is genuine and not collusive or sham; that the proposer has not directly or indirectly induced or solicited any other proposer to put in a false or sham proposal, and has not directly or indirectly colluded, conspired, connived, or agreed with any proposer or anyone else to put in a sham proposal, or that anyone shall refrain from proposing; that the proposer has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the proposal price of the proposer or any other proposer, or to fix any overhead, profit, or cost element of the proposal price, or of that of any other proposer, or to secure any advantage against the public body awarding the agreement of anyone interested in the proposed agreement; that tall statements contained in the proposal are true; and, further, that the proposer has not, directly or indirectly, submitted his or her proposal price or any breakdown thereof, or the contents thereof, or divulged information or data relative hereto, or paid, and will not pay, any fee to any corporation, partnership, company, association, organization, proposal depository, or to any member or agent thereof to effectuate a collusive or sham proposal. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Proposer Signature: _______________________________________ Proposer Name: _______________________________________ Proposer Title: ______________________________________ Company Name: _______________________________________ Address: _______________________________________ John Kirschbaum, PE President/COO SCST, LLC John Kirschbaum, PE President/COO SCST, LLC 1130 Palmyrita Avenue, Suite 330 A, Riverside, CA 92507 City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: insurance acknowledgement Holder Identifier : Certificate No :570073173085CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 03/01/2019 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. PRODUCER     PHONE(A/C. No. Ext): E-MAILADDRESS: INSURER(S) AFFORDING COVERAGE NAIC #  INSURED INSURER A: INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: FAX(A/C. No.): CONTACTNAME: SCST, LLC fka SCST, Inc. & Southern California Soil & Testing, Inc. 6280 Riverdale Street San Diego, CA 92120 USA COVERAGES CERTIFICATE NUMBER:570073173085 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.Limits shown are as requested POLICY EXP (MM/DD/YYYY)POLICY EFF (MM/DD/YYYY)SUBRWVDINSR LTR ADDL INSD POLICY NUMBER TYPE OF INSURANCE LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR POLICY LOC EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG X X XX GEN'L AGGREGATE LIMIT APPLIES PER:       A 9 209 PRO- JECT OTHER: AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY SCHEDULED AUTOS HIRED AUTOS ONLY NON-OWNED AUTOS ONLY BODILY INJURY ( Per person) PROPERTY DAMAGE (Per accident) X BODILY INJURY (Per accident) 2A 9 20 COMBINED SINGLE LIMIT (Ea accident)9 EXCESS LIAB X OCCUR CLAIMS-MADE AGGREGATE EACH OCCURRENCE DED    9UMBRELLA LIABB 20 RETENTIONX X E.L. DISEASE-EA EMPLOYEE E.L. DISEASE-POLICY LIMIT E.L. EACH ACCIDENT  X OTH-ERPER STATUTEA9 20  Y / N (Mandatory in NH) ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER/MEMBER EXCLUDED?N / AN WORKERS COMPENSATION AND EMPLOYERS' LIABILITY If yes, describe under DESCRIPTION OF OPERATIONS below  9    C  DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CANCELLATIONCERTIFICATE HOLDER AUTHORIZED REPRESENTATIVEEvidence of Insurance ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. SCST will be able to meet any insurance requirements during this contract. Below is a sample insurance certificate. We can obtain any extra insurance required. City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes CLINT ADKINS PROJECT MANAGER EDUCATION+ Long Beach Community College, Program Certificate in Business Management LICENSES & CERTIFICATIONS + American Concrete Institute (ACI) Concrete Field Testing Technician Grade I, Concrete Strength Testing Technician, Concrete Laboratory Testing Technician Levels 1 and 2, Masonry Laboratory Testing Technician, and Aggregate Testing Technician Level 1 #01049477 + Caltrans Testing Methods 205, 206, 207, 234, 235, 417, 422, 643 + Caltrans SuperPave Testing Methods AASHTO Nos. T84, T85, T304 + Nuclear Gauge Operator Certification EXPERIENCE & RESPONSIBILITIES Clint has 14 years of industry experience. He began at SCST as a laboratory technician, and is now the director of laboratory services. He is responsible for the supervision of all testing to ensure tests are being performed according to standards set by Caltrans, the American Association of State Highway Transportation Officials (AASHTO), the American Society for Testing and Materials (ASTM), the Cement Concrete Reference Laboratories (CCRL) and other regulatory agencies, as well as in accordance with all applicable local, state, and federal regulations. He is responsible for maintenance and procurement of any equipment required for certifications and/or approval by the various licensing agencies. PROJECT EXPERIENCE +City of Indio Highway 111 Improvements, Federal Aid Project No. STPL-5275(027), Indio, CA: Director of laboratory services during testing and inspection for the $11.5 million project funded under Measure X which upgraded two miles of Highway 111. The project included widening of Highway 111 from two lanes to three “through lanes” in each direction, replacing and reconstruction of all existing pavement with new pavement, replacing six traffic signals, drainage improvements to help alleviate flooding around Highway 111 and Monroe, replacing 60 existing driveways with new ADA compliant driveways that also makes ingress and egress to businesses easier, and replacing all access ramps, along with other ADA access improvements along sidewalks. +Valley Sanitary District Requa Interceptor, Indio, CA: Director of laboratory services during testing and inspection for construction of a $12.5 million project, consisting of 4 miles (22,000 feet) of 10-inch to 36-inch gravity flow sewer pipeline and related utility improvements. +Interstate 10 at Jefferson Street Interchange, Local Federal Aid Project No. STPLN-5956(235) and State Federal Aid Project No. ACNHPI-010-4(064)E, Indio, CA: Director of laboratory services during testing and inspection during the $80.9 million project which consisted of the construction of a 445-foot long, 155-foot wide, eight lane bridge over Interstate 10. Other features included removal of two existing bridges, construction of new eastbound and westbound on- and off-ramps, adding auxiliary lanes on Interstate 10, a 50-foot tall MSE retaining wall, and several Type 1 retaining walls. The structures contain various architectural treatments that complement the natural surroundings. +Active Transportation Program Cycle 1, State Project No. ATP01-08-213M, Coachella, CA: Director of laboratory services during testing and inspection for the $1.7 million project consisted of improvements including construction of raised median refuge islands; pedestrian curb ramps; Class II (bike lane) and Class III (shared path bike routes); bikeway facilities on existing and new AC pavement; pathways; installation of signs and sign supports; concrete sidewalks, curb and gutter, and driveways; striping, pavement marking and markers; and minor relocation/removal/adjustment to existing utilities. +City of National City On-Call Geotechnical, Soils and Materials Testing Services, National City, CA: Director of laboratory services during testing and inspection, as well as pavement investigation for this on-call contract. Projects include road widening, pavement investigations, safety enhancements, green streets projects, traffic calming measures, parks, storm drains, and alley improvements. +City of Del Mar Professional Consulting Services Agreement, Del Mar, CA: Director of laboratory services during testing and inspection and geotechnical investigation services for this on-call contract. Projects include sewer and water projects, pipelines, sidewalk improvements, paving, drainage, slope repair, and a new city hall. City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes EXPERIENCE & RESPONSIBILITIES Tom is a registered professional engineer with over 25 years of experience. He has extensive experience in geotechnical consulting, and materials testing and special inspection services for public and private schools, public infrastructure including bridges, roads, storm drains, water and sewer systems, military projects, and residential developments. Tom manages these projects on strict budget constraints and careful consideration for accurate invoicing. Tom’s duties include project management, review of construction plans and specifications, attending jobsite meetings, selection and supervision of project staff, overseeing implementation of Quality Assurance programs, and reviewing test results. PROJECT EXPERIENCE +Interstate 10 at Jefferson Street Interchange, Local Federal Aid Project No. STPLN-5956(235) and State Federal Aid Project No. ACNHPI-010-4(064)E, Indio, CA: Project manager during testing and inspection for this $80.9 million project which consisted of the construction of a 445- foot long, 155-foot wide, eight lane bridge over Interstate 10. Other features included removal of two existing bridges, construction of new eastbound and westbound on- and off-ramps, adding auxiliary lanes on Interstate 10, a 50-foot tall MSE retaining wall, and several Type 1 retaining walls. The structures contain various architectural treatments that complement the natural surroundings. The project was coordinated with various regional agencies, including the Riverside County Transportation Department (RCTD), the Cities of Indio and La Quinta, Caltrans, and utility companies. Work was funded through Surface Transportation Program (STP) Discretionary funds, State Transportation Improvement Program (STIP) funds, and Transportation Uniform Mitigation Fee (CVAG) funds. +City of Indio Highway 111 Improvements, Federal Aid Project No. STPL-5275(027), Indio, CA: Project manager during testing and inspection for the $11.5 million project funded under Measure X which upgraded two miles of Highway 111. The project included widening of Highway 111 from two lanes to three “through lanes” in each direction, replacing and reconstruction of all existing pavement with new pavement, replacing six traffic signals, drainage improvements to help alleviate flooding around Highway 111 and Monroe, replacing 60 existing driveways with new ADA compliant driveways that also makes ingress and egress to businesses easier, and replacing all access ramps, along with other ADA access improvements along sidewalks. Aside from the City’s Measure X funds, the project was also funded through city transportation funds, Coachella Valley Association of Governments (CVAG) funds, and federal transportation grant funds. +City of National City On-Call Geotechnical, Soils and Materials Testing Services, National City, CA: Principal engineer during testing and inspection, as well as pavement investigations for this on-call contract. Projects include road widening, pavement investigations, safety enhancements, green streets projects, traffic calming measures, parks, storm drains, and alley improvements. +City of Del Mar Professional Consulting Services Agreement, Del Mar, CA: Principal engineer during testing and inspection, as well as geotechnical investigations for this on-call contract. Projects include sewer and water projects, pipelines, sidewalk improvements, paving, drainage, slope repair, and a new city hall. THOMAS B. CANADY, PE CHIEF ENGINEER EDUCATION+ Brigham Young University, BS, Civil Engineering LICENSES & CERTIFICATIONS + State of California Professional Engineer #50057 + State of Arizona Professional Engineer #60560 + State of Nevada Professional Engineer #023310 + American Concrete Institute (ACI) Certification Program Examiner for Concrete Strength Testing Tech, Aggregate Testing Tech Levels 1 and 2, Aggregate Base Testing Tech, Concrete Field Testing Tech Grade I, and Concrete Lab Testing Tech Level 2 + NPDES Regulations and Best Management Practices for the Construction Industry + Safety Training: Fall Protection, Scaffold Safety, and Fire Extinguisher Use & Hazards of Incipient Stage Fire Fighting MEMBERSHIPS & ASSOCIATIONS + American Society of Civil Engineers (ASCE) City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 ISAAC CHUN, PE, GE LEAD ENGINEER EDUCATION + California State Polytechnic University, BS, Civil Engineering LICENSES & CERTIFICATIONS + State of California Professional Engineer #59431 + State of California Geotechnical Engineer #2649 MEMBERSHIPS & ASSOCIATIONS + American Society of Civil Engineers (ASCE) + International Code Council (ICC) EXPERIENCE & RESPONSIBILITIES Isaac has over 20 years of experience in the geotechnical, and testing and inspection industry. His experience includes geotechnical engineering for site characterization, suitability and design; and managing special inspection and materials testing during construction and post-construction. He has experience as an engineering manager and project manager responsible for oversight and administration of all technical services including supervision of all technical staff, special inspections, and technicians. Isaac’s areas of expertise include seismic design analysis, ground improvement, stabilization, hazard mitigation and remediation, performance analysis, soil percolation studies, and pavement structural sections. He is proficient with AutoCAD, GStabl, All-Pile, Cliq, and SPT Liquefaction analysis. Isaac’s duties include review of construction plans and specifications, attending jobsite meetings, preparation of engineering reports and proposals, and reviewing and reporting test results. PROJECT EXPERIENCE +City of National City On-Call Geotechnical, Soils and Materials Testing Services, National City, CA: Principal engineer during testing and inspection, as well as pavement investigations for this on-call contract. Projects include road widening, pavement investigations, safety enhancements, green streets projects, traffic calming measures, parks, storm drains, and alley improvements. +City of Del Mar Professional Consulting Services Agreement, Del Mar, CA: Principal engineer during testing and inspection, as well as geotechnical investigations for this on-call contract. Projects include sewer and water projects, pipelines, sidewalk improvements, paving, drainage, slope repair, and a new city hall. +City of Riverside Magnolia Avenue Techite Pipeline and Pressure Reducing Station, Riverside, CA: Project manager during testing and inspection services for the replacement of 5,500 linear feet of techite pipe and 3,000 linear feet of water distribution mains as well as system appurtenances. +City Creek/Alabama Street Bikeways, Highland, Redlands, and San Bernardino, CA: Principal engineer during a geotechnical investigation for the design of bicycle and pedestrian improvements along 2.3 miles of streets and easements. The project will include pavement widening, curb ramps, sidewalks, pavement markings and striping, Class I and II bikeway/pedestrian paths, bicycle/pedestrian bridge, bike racks, bollards, bike signals, in-roadway bicycle detection, pedestrian heads, enhanced crosswalks, roadway and bikeway signage, and lighting. The project is federally funded through the Active Transportation Program. +Mission Springs Water District North Indian Canyon Drive Sewer, Desert Hot Springs, CA: Principal engineer during a geotechnical investigation for the design and construction of 2,460 lineal feet of 8-inch sewer mainline in North Indian Canyon Drive from 18th Avenue to Dillon Road. The project will include sewer manholes and 36 sewer laterals, as well as a larger diameter sewer mainline at the intersection of North Indian Canyon Drive and 18th Avenue. +County of Riverside EDA East County Detention Center Storm Drain, Indio, CA: Principal engineer during testing and inspection for construction of a $2.9 million project consisting of installation of a larger storm drain, relocation of utilities, and improvement of street conditions as part of the construction of the John J. Benoit Detention Center. +City of Carlsbad El Camino Real at College Boulevard Intersection Improvements, Carlsbad, CA: Principal engineer during a geotechnical investigation for improvements, including the removal of the existing pedestrian island, construction of a right-turn only lane on eastbound El Camino Real to southbound College Boulevard, relocation of a traffic signal, and construction of a small retaining wall and stormwater BMP facilities. City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes REZA SAEEDZADEH, PhD, PE SENIOR ENGINEER EDUCATION + University of Texas, PhD, Geotechnical Engineering + Shiraz University, Shiraz, Iran, MS, Civil Engineering - Geotechnical + University of Mazandaran, Babol, Iran, BS, Civil Engineering LICENSES & CERTIFICATIONS + State of California Professional Engineer #87885 + Nuclear Gauge Operator Certification MEMBERSHIPS & ASSOCIATIONS + American Society of Civil Engineers (ASCE) Geo-Institute PUBLICATIONS + Saeedzadeh R., Romanoschi S.A., Akbariyeh N., Khajeh-Hosseini M., Abdullah A., 2018, “Sustainability Assessment of Recycled Asphalt Mixtures Based on Performance in Full-Scale Testing”, ASCE Journal of Transportation Engineering, Part B: Pavements, 144(2) + “A Comparison of MEPDG and AASHTOWare Pavement Design Solutions for New Flexible Pavements”, 95th Annual Meeting of the Transportation Research Board, Washington DC, 2016 + “The Estimation of Elastic Moduli of Flexible Pavement Layers from the Deflections Measured by the Light Weight Deflectometer”, 95th Annual Meeting of the Transportation Research Board, Washington DC, 2016 + “Uplift Response of Buried Pipelines in Saturated Sand Deposit Under Earthquake Loading”, Journal of Soil Dynamics and Earthquake Engineering 2011 + “Use of Granular Drains in Uplift Reduction of Buried Pipelines in Saturated Sand Deposit”, Proc. of the 6th International Conference on Seismology and Earthquake Engineering, Tehran, Iran, May 2011 EXPERIENCE & RESPONSIBILITIES Reza obtained a doctorate in geotechnical engineering specializing in sustainable recycled asphalt mix design. His five plus years of industry experience includes performing and supervising subsurface soil explorations, in situ testing to assess high-speed rail embankment construction, pavement condition assessment of roadways and airfields, field observation of ground improvements, micropile foundations, shored excavations, assignment and review of laboratory testing programs. Reza is proficient in the analysis and design of a wide range of geotechnical and pavement engineering related problems, such as stability of slopes, liquefaction potential, buried pipelines, and shallow and deep foundations. PROJECT EXPERIENCE +March Inland Port Taxiway G Realignment, Moreno Valley, CA: The project would consist of the design and construction of Portland Cement Concrete (PCC) taxiway widening and new Asphalt Concrete (AC) cross taxiway. The new pavement sections would be designed based on FAA guidelines. SCST performed a geotechnical study to evaluate the existing pavement thickness and subsurface soil conditions along the project alignment. Services included review of available geologic maps and geotechnical reports, performing geotechnical borings below the existing surface, logging and sampling of the borings, performance of in-situ percolation tests, laboratory testing of samples to determine pertinent classification and engineering properties of subgrade material, and preparation of a geotechnical report. The study was performed in accordance with the FAA Advisory Circular 150/5320-6F. +City of South Pasadena FY 17-18 Street Improvements, South Pasadena, CA: Project engineer during a geotechnical investigation for four projects on Bushnell Avenue. Each project includes repair of damaged asphalt pavement by grinding and overlay with ARHM or conventional asphalt mix, installation of Petromat, replacement of ADA access ramps, adjustment of manholes and utility covers, replacement of water service elements, thermoplastic striping, replacement of signs, reconnection of curb drains, and localized repairs of damaged curbs, gutters, sidewalks, and driveways. The Alpha Avenue project also includes the replacement of 1,000 feet of 8-inch water main, and the Camino Del Sol project includes replacement of 1,200 feet of 12-inch water mains. Some of the work is adjacent to a school and will require restricted working hours and coordination with the school district. Services included a site reconnaissance to visually assess and map the pavement distress. Subsurface City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes REZA SAEEDZADEH, PhD, PE SENIOR ENGINEER conditions were explored by coring the existing pavement and sampling subgrade materials. The borings were logged and the samples were transported to SCST’s laboratory to testing to evaluate pertinent engineering properties and classifications to enable the development of a geotechnical report. The report was than produced with geotechnical conclusions and recommendations for the rehabilitation of the existing roadway segments, including calculating pavement structural sections for a 10-year design life. Reza evaluated the pavement condition on the streets and provided cost-effective pavement rehabilitation options to meet the project goals. +City of West Hollywood Melrose Avenue Complete Street Project, CA: Project manager during a geotechnical investigation for the proposed construction of a complete street along Melrose Avenue from San Vicente Boulevard to Croft Avenue as part of the West Hollywood Design District Master Plan. The project will consist of the reconfiguration of the Melrose Avenue and San Vicente Boulevard intersection to shorten crossing distances and improve traffic signal operations, and the reconfiguration of the Melrose Avenue and La Cienega Boulevard to include dual left turn lanes. Other features will include construction of widened sidewalks, sidewalk bulb-out curb extensions with directional pedestrian access ramps at crosswalks, roadway paving with sharrow bicycle route markings, drought tolerant groundcover, wayfinding signage, and street lighting. Storm water features including infiltration basins and pervious gutters in compliance with NPDES/ MS 4 permit will be incorporated. The purpose of the geotechnical investigation was to evaluate the existing pavement thickness and subsurface soil conditions along the project alignment. The results of the field and laboratory programs were evaluated to develop conclusions and recommendations regarding the appropriate pavement rehabilitation alternative including calculating pavement structural sections. Services included review of readily available literature and geologic maps, marking of core locations, preparation of traffic control plans, performance of traffic control during fieldwork per the WATCH manual, and coring of existing pavement and sampled subgrade at several locations to allow logging and sampling of subgrade materials for examination and laboratory testing. Borehole percolation testing was performed, as well as laboratory testing of the subgrade materials. After performing an engineering analysis to evaluate pavement rehabilitation options, a report was prepared with our conclusions and recommendations. Reza managed the field investigation, provided pavement rehabilitation recommendations, and attended project design meetings with the client and city. +La Jolla Mesa Drive, San Diego, CA: Project engineer during a geotechnical investigation for the design and construction of street reconstruction improvements to be supported by a retaining wall on La Jolla Mesa Drive in the La Jolla community of San Diego. Site specific development plans proposed a retaining wall approximately 150 feet in length and up to 10 feet high at the top of an oversteepened fill slope approximately 90 feet high that was the site of a former historic landslide. Exploratory borings were drilled up to 36 feet to assist Reza in compiling a slope stability model. Samples were collected from the borings and tested to evaluate pertinent classification and engineering properties for the model. Various retaining wall concepts were developed to satisfy the City’s design standards for slope stability factor of safety. Geotechnical solutions to reduce the cost of improvements were developed including lightweight backfill. Reza prepared an illustrated report with our geotechnical conclusions and recommendations to assist the team in the final concept. +North Side Vehicle Service Road Improvements, San Diego International Airport (SAN), San Diego, CA: Staff engineer during pavement evaluation and geotechnical investigation of the project, which consisted of design and construction of new improvements at the north side vehicle service road of the SAN Airport. SCST was responsible for evaluating the existing pavement surface and geotechnical subsurface conditions. Following applicable ASTM standards, pavement condition was evaluated and on-site surface and subsurface materials were tested. SCST’s investigation showed that the presence of shallow loose materials warrants a remediation measure to prepare the subgrade soil for support of the improvements. Consequently, a soil-cement mix design was performed on representative soil samples to identify and recommend the optimum cement content for the subgrade stabilization process in addition to the pavement recommendations. Reza performed field investigation and engineering analyses, and aided in the development of design recommendations. +Interstate 15 and Cajalco Road Interchange Improvements, Corona, CA: Senior engineer during testing and inspection services for the $45 million project which consisted of widening of Cajalco Road from a two- lane bridge to a six-lane overcrossing bridge on a new alignment north of the existing bridge. The bridge included a striped median, outside shoulders, and a sidewalk on the southern side. The existing northbound and southbound ramps were reconfigured and all existing ramps realigned. The existing northbound on-ramp was modified to serve the westbound Cajalco Road traffic and a northbound loop on-ramp was constructed to serve the eastbound Calajco Road traffic. City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes EXPERIENCE & RESPONSIBILITIES Ron has over 35 years of industry knowledge and a solid base of construction expertise as it relates to materials testing and special inspection services. He started his career with SCST in 1983. Ron is responsible for the oversight of construction projects that include the testing and/or inspection of soils, foundations, reinforced and post- tensioned concrete, masonry, structural steel, fireproofing and asphalt pavement. He provides technical support, monitors project process, performance and budgetary conditions, assists with proposal preparation, and attends project site meetings. PROJECT EXPERIENCE +Interstate 10 at Jefferson Street Interchange, Local Federal Aid Project No. STPLN-5956(235) and State Federal Aid Project No. ACNHPI-010-4(064)E, Indio, CA: Director of field services during testing and inspection for this $80.9 million project which consisted of the construction of a 445-foot long, 155-foot wide, eight lane bridge over Interstate 10. Other features included removal of two existing bridges, construction of new eastbound and westbound on- and off-ramps, adding auxiliary lanes on Interstate 10, a 50-foot tall MSE retaining wall, and several Type 1 retaining walls. The structures contain various architectural treatments that complement the natural surroundings. The project was coordinated with various regional agencies, including the Riverside County Transportation Department (RCTD), the Cities of Indio and La Quinta, Caltrans, and utility companies. Work was funded through Surface Transportation Program (STP) Discretionary funds, State Transportation Improvement Program (STIP) funds, and Transportation Uniform Mitigation Fee (CVAG) funds. +City of Indio Highway 111 Improvements, Federal Aid Project No. STPL-5275(027), Indio, CA: Director of field services during testing and inspection for the $11.5 million project funded under Measure X which upgraded two miles of Highway 111. The project included widening of Highway 111 from two lanes to three “through lanes” in each direction, replacing and reconstruction of all existing pavement with new pavement, replacing six traffic signals, drainage improvements to help alleviate flooding around Highway 111 and Monroe, replacing 60 existing driveways with new ADA compliant driveways that also makes ingress and egress to businesses easier, and replacing all access ramps, along with other ADA access improvements along sidewalks. Aside from the City’s Measure X funds, the project was also funded through city transportation funds, Coachella Valley Association of Governments (CVAG) funds, and federal transportation grant funds. +City of Del Mar Professional Consulting Services Agreement, Del Mar, CA: Director of field services during testing and inspection services for this on-call contract. Projects include sewer and water projects, pipelines, sidewalk improvements, paving, drainage, slope repair, and a new city hall. +County of Riverside EDA East County Detention Center Storm Drain, Indio, CA: Project manager during testing and inspection for construction of a $2.9 million project consisting of installation of a larger storm drain, relocation of utilities, and improvement of street conditions as part of the construction of the John J. Benoit Detention Center. +City of Coachella Veterans Memorial Park, Coachella, CA: Director of field services during the $4.7 million rebuilding of the four-acre park. Features included new landscaping, restrooms, shade structures, irrigation system, sidewalks, walking paths, play areas, and parking lots. A new amphitheater/stage, arched gateway, a memorial fountain and gardens contain monuments and dedication plaques recognizing area veterans. The construction was funded by a combination of grant funds, development impact fees, and a general fund. RON BAUDOUR DIRECTOR OF FIELD SERVICES LICENSES & CERTIFICATIONS + American Concrete Institute (ACI) Concrete Field Testing Technician Grade 1, Adhesive Anchor Installer Piston-Plug and Retaining Cap Systems, #997818 + US Army Corps of Engineers Construction Hazard Awareness Safety Training EM 385-1-1 40-Hour + OSHA 10-Hour Construction Safety and Health Certificate + OSHA 30-Hour Construction Safety and Health Certificate + First Aid CPR AED + Nuclear Gauge Operator Certification MEMBERSHIPS & ASSOCIATIONS + American Concrete Institute (ACI) + Asphalt Pavement Association (APA) City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes EXPERIENCE & RESPONSIBILITIES Dan has provided quality control and assurance on construction projects for over 20 years. His duties include providing technical direction for geotechnical personnel, oversees scheduling and formulating solutions to earthwork challenges. He is responsible for the oversight of construction projects that include inspection of mass grading, footings, asphalt and concrete placement, and underground utilities installation and testing. He is experienced in verification and plotting of removals, keyways and buttresses. Dan monitors project process, performance and budgetary conditions, assists with proposal preparation, and attends project site meetings. He possesses the technical skills required to ensure the construction process is being conducted in substantial compliance with project plans, contracts, and specifications. His experience includes 15 years as a field supervisor where he assisted with the development and implementation of procedures and guidelines for project documentation, distribution and tracking. He has worked as a construction materials technician, concrete special inspector, and senior engineering technician. PROJECT EXPERIENCE +Lemon Grove Avenue Realignment Project, Lemon Grove, CA: Assistant resident engineer providing observation and testing of grading, utility trench backfill, subgrade, aggregate base material, and asphalt concrete as well as observation of site preparation and reinforced concrete inspection during the construction of this $6.3 million project which consists of realignment and reconstruction of the off ramp from State Route (SR) 94 leading directly to North Avenue, construction of additional travel lanes, and work at the trolley/railroad crossing. The purpose of the project was to provide traffic safety and congestion relief. Other features included new ADA sidewalks, water efficient landscaping, improved stormwater treatment, and undergrounding of power lines. Traffic and trolley signals now “talk” to each other to help traffic moving safety with less waiting. Other features included installation of new striping on Olive Street between North Avenue and Broadway, installation of traffic signals at the intersection of North Avenue and Lemon Grove Avenue, upgrades to substandard improvements at the trolley/train crossing, as well as relocation and replacement of sewer, water and storm drains. All work was performed in accordance with both Caltrans and ADA requirements. The project was partially funded through a SANDAG grant. +Interstate 5 at Del Mar Heights Road, San Diego, CA: Assistant resident engineer and quality assurance inspection, providing observation and testing of asphalt concrete and aggregate base material, subgrade, and grading as well as caission and CHID excavation observation and reinforcing steel and concrete inspection. The project consisted of widening westbound Del Mar Heights Road, widening the northbound off-ramp, and improvements to eastbound Del Mar Heights Road and the northbound on-ramp. +City of National City On-Call Geotechnical, Soils and Materials Testing Services, National City, CA: Observation and testing of subgrade, grading, asphalt concrete, utility trench backfill, and aggregate base material during this on-call contract. Projects include road widening, pavement investigations, safety enhancements, green streets projects, traffic calming measures, parks, storm drains, and alley improvements. +City of Del Mar Professional Consulting Services Agreement, Del Mar, CA: Observation and testing of retaining wall backfill, subgrade, grading, aggregate base material, asphalt concrete, and utility trench backfill during this on-call contract. Projects include sewer and water projects, pipelines, sidewalk improvements, paving, drainage, slope repair, and a new city hall. DANIEL R. FERGUSON GEOTECHNICAL FIELD SUPERVISOR EDUCATION + National University, BS, Financial Management + Alpena Community College, Alpena, MI, AAS, Construction Technology LICENSES & CERTIFICATIONS + American Concrete Institute (ACI) Concrete Field Testing Technician Grade I #00972642 + International Code Council (ICC) Soils, Reinforced Concrete #1078342 + Caltrans Testing Methods 105, 106, 125 AGG, 125 GEN, 125 HMA, 201, 216, 226, 231, 375, 504, 518, 523, 524, 533, 539, 540, 556, 557 + Adult First Aid/CPR/AED + Nuclear Gauge Operator Certification City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes ROLANDO MIGUEL ALCARAZ SPECIAL INSPECTOR EDUCATION + Instituto Tecnologico de Tijuana, BS, Civil Engineering LICENSES & CERTIFICATIONS + American Concrete Institute (ACI) Concrete Field Testing Technician Grade I #1060438 + International Code Council (ICC) Reinforced Concrete, Structural Masonry, Spray-Applied Fireproofing #5306063 + City of San Diego Reinforced Concrete #1309 + City of Irvine ACI Concrete Testing, Reinforced Concrete #3507 + Caltrans Testing Methods Nos. 504, 518, 539, 540, 543, 556, 557 + Nuclear Gauge Operator Certification EXPERIENCE & RESPONSIBILITIES Rolando has 15 years of industry experience. He has provided various construction materials testing and inspection, including sampling and testing of concrete, asphalt and concrete batch plant inspection, flatness and levelness testing, roofing and waterproofing inspection, and soil and AC placement, compaction, and testing. He has served as a laboratory technician providing testing of soils, concrete, masonry, and reinforcing steel, and has experience setting up and running on-site laboratories for concrete and soils testing. Other experience includes operating Ground Penetrating Radar (GPR) testing for rebar, utility pipe location, and density of concrete, as well as coordination and management of special testing programs such as load testing and forensic material investigations. PROJECT EXPERIENCE +Southbound Indio Boulevard Overhead Earthquake Retrofit, Federal Aid Project No. STPLN-5275(013), Indio, CA: CIDH pile inspection, as well as concrete quality control for this $3.1 million retrofit which consisted of abutment bolster retrofit, bent retrofit with restrainer columns, cap retrofits, girder splice retrofit, and a new pier protection wall. +City of Indio Highway 111 Improvements, Federal Aid Project No. STPL-5275(027), Indio, CA: Served as assistant resident engineer during the $11.5 million project funded under Measure X which upgraded two miles of Highway 111. The project included widening of Highway 111 from two lanes to three “through lanes” in each direction, replacing and reconstruction of all existing pavement with new pavement, replacing six traffic signals, drainage improvements to help alleviate flooding around Highway 111 and Monroe, replacing 60 existing driveways with new ADA compliant driveways that also makes ingress and egress to businesses easier, and replacing all access ramps, along with other ADA access improvements along sidewalks. +City of Riverside Magnolia Avenue Techite Pipeline and Pressure Reducing Station, Riverside, CA: Observation and testing of asphalt concrete and utility trench backfill during the replacement of 5,500 linear feet of techite pipe and 3,000 linear feet of water distribution mains as well as system appurtenances. +City of National City On-Call Geotechnical, Soils and Materials Testing Services, National City, CA: Observation and testing of asphalt concrete during this on-call contract. Projects include road widening, pavement investigations, safety enhancements, green streets projects, traffic calming measures, parks, storm drains, and alley improvements. +City of Coachella Public Library, Coachella, CA: Utility trench backfill observation and testing and cast-in-place concrete and drilled anchors during construction of the $11 million design-build library project consists of a one- story, 15,000 SF building. The library features computer labs, library circulation, study rooms, office space, group meeting rooms, and lab workshop areas. The project was funded by Measure U. +City of San Diego Mohawk Pump Station, San Diego, CA: Observation and testing of utility trench and wall backfill as well as inspection of masonry and cast-in-place concrete during construction of a new $15 million pump station, which was designed to handle a minimum of 18 MGD. The project features include installation of 3,400 feet of 30-inch, 24-inch, and 16-inch new pipeline and replacement of cast iron pipelines totaling 3,960 feet. Other features include a masonry building, generator enclosure, valves, water main abandonment, appurtenances, security fencing, vehicle access gates, retaining walls, landscaping, irrigation, site work, ADA pedestrian ramps, and sidewalks. +South Santa Fe Avenue Streetscape Improvements, Vista, CA: Sewer trench backfill and asphalt paving observation and testing during construction of the $8.4 million project. Improvements from Ocean View Drive to Terrace Drive included sewer, water, and storm drains; undergrounding of overhead utilities; and streetscape improvements consisting of curb and gutter, BMP’s, planters, and other surface improvements. Work from Terrace Drive to Civic Center Drive included construction of sewer, water and storm drains, as well as undergrounding utilities. City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes TYLER GARRISON FIELD TECHNICIAN LICENSES & CERTIFICATIONS + American Concrete Institute (ACI) Concrete Field Testing Technician Grade 1 #01269929 + Caltrans Testing Methods Nos. 231, 375, 504, 518, 539, 540, 543, 556, 557 + City of Irvine Concrete, Reinforced Concrete, Asphalt #3505 + Nuclear Gauge Operator Certification EXPERIENCE & RESPONSIBILITIES Tyler has over 10 years of experience in the construction industry. He is proficient providing compaction testing of grading, over excavation, MSE retaining walls, building pads, footings, shoring, keying materials, utility trenching, and caisson piles. He performs concrete field sampling, concrete batch plant inspection, and epoxy dowel pull testing, as well as testing using Caltrans testing methods. He has provided services for various types of projects including bridges, streets, educational institutions, power stations, healthcare facilities, pipelines, sewers, municipal buildings, and residential developments. PROJECT EXPERIENCE +City of Indio Highway 111 Improvements, Federal Aid Project No. STPL-5275(027), Indio, CA: Observation and testing of subgrade and aggregate base material during the $11.5 million project funded under Measure X which upgraded two miles of Highway 111. The project included widening of Highway 111 from two lanes to three “through lanes” in each direction, replacing and reconstruction of all existing pavement with new pavement, replacing six traffic signals, drainage improvements to help alleviate flooding around Highway 111 and Monroe, replacing 60 existing driveways with new ADA compliant driveways, and replacing all access ramps, along with other ADA access improvements along sidewalks. +I-10 at Jefferson Street Interchange, Local Federal Aid Project No. STPLN-5956(235) and State Federal Aid Project No. ACNHPI-010-4(064)E, Indio, CA: Observation and testing of asphalt concrete paving, HMA paving, aggregate base material, subgrade, MSE abutment and wall backfill, and MSE fill stockpiles; flex beam fabrication and placement, slab placement, concrete placement, JPCP beams, and batch plant inspection; Caltrans, asphalt, and import compaction testing; concrete quality control; and HMA asphalt and asphalt coring during construction of the $53 million project. Work included a new interchange with standard diamond ramps, loop entrance ramps, and a new eight lane Jefferson Street overcrossing over I-10. Acceleration and decelerations lanes were constructed on the westbound on-ramp and eastbound off-ramp, and ramp metering was added to the on-ramps. I-10 was widened to accommodate a future fourth lane. The project increases capacity and improves traffic operations for the foreseeable future. +I-15 and Cajalco Road Interchange Improvements, Corona, CA: Cast-in-place and soffit concrete, batch plant, and JPCP concrete/beams inspection; observation and testing of paving, CIDH piles, wall backfill, abutments, backfill, aggregate base material, MSE wall backfill, sewer force main backfill, foundations, and trench backfill; compaction testing; Caltrans testing; and concrete sampling during construction of the $45 million project. Work consisted of the widening of Cajalco Road from a two-lane bridge to a six-lane overcrossing bridge on a new alignment north of the existing bridge. The bridge includes a striped median, outside shoulders, and a sidewalk on the southern side. The existing northbound and southbound ramps were reconfigured and all existing ramps realigned. The existing northbound on-ramp was modified to serve westbound Cajalco Road traffic and a northbound loop on- ramp was constructed to serve eastbound Calajco Road. +City of Lemon Grove, Lemon Grove Avenue Realignment Project, Lemon Grove, CA: Asphalt concrete observation and testing and concrete quality control during construction of a $6.3 million project consisting of the realignment and reconstruction of the off ramp from State Route (SR) 94 leading directly to North Avenue, construction of additional travel lanes, and work at the trolley/railroad crossing. The project is partially funded through a SANDAG grant. Features of the project include new sidewalks built in accordance with ADA requirements to create clear pathways; water efficient landscaping with drought-tolerant plants; improved stormwater treatment, where rainwater can be captured to water new trees and reduce irrigation costs, and will filter runoff through grass to remove pollutants; and the undergrounding of power lines. +Madison Street Canal, Indio, CA: Trench backfill testing and inspection for the $3.2 million project to accommodate the widening of Madison Street. The project included canal diversions, temporary and new bridge structures, sewer mains, jack and bore operations, utility relocations, and box culverts. +City of Coachella Public Library, Coachella, CA: Utility trench backfill and grading observation and testing during construction of the $11 million design-build library project consists of a one-story, 15,000 SF building. The library features computer labs, library circulation, study rooms, office space, meeting rooms, and lab workshop areas. City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes TONY STEWART FIELD TECHNICIAN LICENSES & CERTIFICATIONS + American Concrete Institute (ACI) Concrete Field Testing Technician Grade 1 #01057819 + Caltrans Testing Methods Nos. 125 AGG, 125 GEN, 125 HMA, 231, 304, 308, 309, 366, 370, 375, 382, 504, 518, 523, 524, 533, 539, 540, 543, 556, 557 + OSHA 10-Hour Construction Safety and Health + Nuclear Gauge Operator Certification + Courses in Fall Protection; Scaffold User Hazard Awareness Training; Boom Lifts, Scissor Lifts, and Reach Forklifts EXPERIENCE & RESPONSIBILITIES Tony has been in the construction industry for 18 years. He has provided soils and materials testing on many of SCST’s projects, including numerous transportation projects throughout Southern California. Tony is familiar with the standards set by OSHPD and DSA, as well as by the Cement Concrete Reference Laboratories (CCRL), American Society for Testing and Materials (ASTM), Caltrans, and the American Association of State Highway Transportation Officials (AASHTO). He provides observation and testing of all aspects of earthwork, as well as concrete testing and inspection, in accordance with project plans and specifications, and all federal, state, and local regulatory agencies. PROJECT EXPERIENCE +City of Lemon Grove, Lemon Grove Avenue Realignment Project, Lemon Grove, CA: Grading, utility trenching, storm drain backfill, and asphalt concrete observation and testing during construction of the $6.3 million project consisting of the realignment and reconstruction of the off ramp from State Route (SR) 94 leading directly to North Avenue, construction of additional travel lanes, and work at the trolley/railroad crossing. Features of the project include new sidewalks built in accordance with ADA requirements; water efficient landscaping with drought-tolerant plants; improved stormwater treatment; and the undergrounding of power lines. Other features include installation of new striping, installation of traffic signals, upgrades to substandard improvements at the trolley/train crossing, as well as relocating and replacing the sewer, water and storm drains. All work is being performed in accordance with both Caltrans and ADA requirements. +South Santa Fe Avenue Streetscape Improvements, Vista, CA: Tony provided observation and testing of subgrade, asphalt concrete, and utility trenching during construction of the $8.4 million project. Improvements from Ocean View Drive to Terrace Drive included sewer, water, and storm drains; undergrounding of overhead utilities; and streetscape improvements consisting of curb and gutter, BMP’s, planters, and other surface improvements. Work from Terrace Drive to Civic Center Drive included construction of sewer, water and storm drains, as well as undergrounding utilities. +City of National City On-Call Geotechnical, Soils and Materials Testing Services, National City, CA: Observation and testing of asphalt concrete, subgrade, and aggregate base material during this on-call contract. Projects include road widening, pavement investigations, safety enhancements, green streets projects, traffic calming measures, parks, storm drains, and alley improvements. +Southbound Indio Boulevard Overhead Earthquake Retrofit, Federal Aid Project No. STPLN-5275(013), Indio, CA: Concrete quality control during the $3.1 million retrofit which consisted of abutment bolster retrofit, bent retrofit with restrainer columns, cap retrofits, girder splice retrofit, and a new pier protection wall. +I-10 at Jefferson Street Interchange, Local Federal Aid Project No. STPLN-5956(235) and State Federal Aid Project No. ACNHPI-010-4(064)E, Indio, CA: Concrete quality control and observation and testing of asphalt concrete during construction of the $53 million project. Work included a new interchange with standard diamond ramps, loop entrance ramps, and a new eight lane Jefferson Street overcrossing over I-10. Acceleration and decelerations lanes were constructed on the westbound on-ramp and eastbound off-ramp, and ramp metering was added to the on-ramps. I-10 was widened to accommodate a future fourth lane. The project increases capacity and improves traffic operations for the foreseeable future. +City of Del Mar Professional Consulting Services Agreement, Del Mar, CA: Observation and testing of subgrade, aggregate base material, and wall backfill during this on-call contract. Projects include sewer and water projects, pipelines, sidewalk improvements, paving, drainage, slope repair, and a new city hall. +City of Coachella Grapefruit Boulevard Street Rehabilitation, Federal Aid Project No. STPLN-5294(017), Coachella, CA: Observation and testing of asphalt concrete during the reconstruction of a portion of Grapefruit Boulevard from Leoco Lane to Harrison Street, pavement grind and overlay, installation of pavement, asphalt removals, and signing and striping removal and replacement. City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes RAUL TENA FIELD TECHNICIAN LICENSES & CERTIFICATIONS + American Concrete Institute, Concrete Field Testing Technician Grade I, Concrete Strength Testing, Technician, Concrete Laboratory Testing Technician Level 1, and Aggregate Testing Technician Level 1 #01273862 + Caltrans Testing Methods 216, 231, 304, 308, 309, 366, 370, 375, 382, 521, 523, 524, 533 + Nuclear Gauge Operator Certification EXPERIENCE & RESPONSIBILITIES Raul has 12 years experience in the testing and inspection industry. His duties as a technician include performing day- to-day testing in accordance with standards set by various agencies including the Division of the State Architect (DSA), Cement Concrete Reference Laboratory (CCRL), American Society for Testing and Materials (ASTM), Caltrans and the American Association of State Highway Transportation Officials (AASHTO). He also provides concrete sampling, testing, and inspection in accordance with Caltrans methods. PROJECT EXPERIENCE +Highway 111 Improvements (Federal Aid Project No. STPL5275(027), Indio, CA: Aggregate base material observation and testing during this $11.5 million project funded under Measure X that upgraded two miles of Highway 111. The project included widening of Highway 111 from two lanes to three “through lanes” in each direction, replacing and reconstruction of all existing pavement with new pavement, replacing six traffic signals, drainage improvements to help alleviate flooding around Highway 111 and Monroe, replacing 60 existing driveways with new ADA compliant driveways that also makes ingress and egress to businesses easier, and replacing all access ramps, along with other ADA access improvements, along sidewalks. Aside from the City’s Measure X funds, the project was also funded through city transportation funds, Coachella Valley Association of Governments (CVAG) funds, and federal transportation grant funds. +City of National City On-Call Geotechnical, Soils and Materials Testing Services, National City, CA: Observation and testing of asphalt concrete, subgrade, and aggregate base material during this on-call contract. Projects include road widening, pavement investigations, safety enhancements, green streets projects, traffic calming measures, parks, storm drains, and alley improvements. +City of Lemon Grove, Lemon Grove Realignment Project, Lemon Grove, CA: Concrete quality control during the construction of this $6.3 million project which consists of realignment and reconstruction of the off ramp from State Route (SR) 94 leading directly to North Avenue, construction of additional travel lanes, and work at the trolley/railroad crossing. The purpose of the project was to provide traffic safety and congestion relief. Other features included new ADA sidewalks, water efficient landscaping, improved stormwater treatment, and undergrounding of power lines. Traffic and trolley signals now “talk” to each other to help traffic moving safety with less waiting. Other features included installation of new striping on Olive Street between North Avenue and Broadway, installation of traffic signals at the intersection of North Avenue and Lemon Grove Avenue, upgrades to substandard improvements at the trolley/train crossing, as well as relocation and replacement of sewer, water and storm drains. All work was performed in accordance with both Caltrans and ADA requirements. The project was partially funded through a SANDAG grant. +City of Del Mar Professional Consulting Services Agreement, Del Mar, CA: Observation and testing of subgrade, aggregate base material, and grading as well as concrete quality control during this on-call contract. Projects include sewer and water projects, pipelines, sidewalk improvements, paving, drainage, slope repair, and a new city hall. +I-10 at Jefferson Street Interchange, Local Federal Aid Project No. STPLN-5956(235) and State Federal Aid Project No. ACNHPI-010-4(064)E, Indio, CA: Laboratory testing during construction of the $53 million project. Work included a new interchange with standard diamond ramps, loop entrance ramps, and a new eight lane Jefferson Street overcrossing over I-10. Acceleration and decelerations lanes were constructed on the westbound on-ramp and eastbound off-ramp, and ramp metering was added to the on-ramps. I-10 was widened to accommodate a future fourth lane. The project increases capacity and improves traffic operations for the foreseeable future. +City of Riverside Magnolia Avenue Techite Pipeline and Pressure Reducing Station, Riverside, CA: Asphalt concrete observation and testing during the replacement of 5,500 linear feet of techite pipe and 3,000 linear feet of water distribution mains as well as system appurtenances. +Interstate 805 Freeway Widening, San Diego, CA: Laboratory testing services for this $8.6 million project. Work consists of widening of the freeway with JPCP, construction of a barrier, and modification of electrical systems from the Prospect Avenue overcrossing to the Plaza Boulevard undercrossing. City of La Quinta On-Call Materials Testing Services SCST Proposal No. 19-0378 appendices: resumes ANTHONY WIANT FIELD TECHNICIAN LICENSES & CERTIFICATIONS + American Concrete Institute (ACI) Concrete Field Testing Technician Grade 1 #01152494 + Caltrans Testing Methods Nos. 125-AC, 125-AGG, 216, 226, 231, 375 + OSHA 10-Hour Occupational Safety and Health Training Course + Nuclear Gauge Operator Certification EXPERIENCE & RESPONSIBILITIES Anthony has over 20 years of experience. He is responsible for performing day-to-day testing in the laboratory, including sieve analysis, consolidation, direct shears, R-value, and LA abrasion testing. He runs all tests according to standards set by the Cement Concrete Reference Laboratories (CCRL), American Society for Testing and Materials (ASTM), Caltrans, Division of the State Architect (DSA), and the American Association of State Highway Transportation Officials (AASHTO). Anthony also provides earthwork observation and testing, as well as concrete sampling, testing, and inspection. PROJECT EXPERIENCE +Highway 111 Improvements, Federal Project No. STPL5275 (027), Indio, CA: Observation and testing of grading, subgrade, sidewalk, storm drain backfill, asphalt concrete, curb and gutter, and aggregate base material, as well as concrete quality control and compaction testing during construction of the $11.5 million project funded under Measure X to upgrade two miles of Highway 111. The project will include widening of Highway 111 from two lanes to three “through lanes” in each direction, replacing and reconstruction of all existing pavement with new pavement, replacing six traffic signals, drainage improvements to help alleviate flooding around Highway 111 and Monroe, replacing 60 existing driveways with new ADA compliant driveways that also makes ingress and egress to businesses easier, and replacing all access ramps, along with other ADA access improvements, along sidewalks. +City of Coachella Active Transportation Program Cycle 1, State Project No. ATP01-08-213M, Coachella, CA: Observation and testing of subgrade, aggregate base material, final grade, and asphalt concrete, and concrete quality control for this improvement project, consisting of construction of raised median refuge islands, pedestrian curb ramps; Class II (bike lane) and Class III (shared path bike routes) bikeway facilities on existing and new AC pavement; pathways; installation of signs and sign supports; concrete sidewalks, curb and gutter, and driveways; striping, pavement marking and markers; and minor relocation/removal/adjustment to existing utilities. +Safe Routes to School (SR2S) Cycle 10, Coachella, CA: Observation and testing of trench backfill, paving, final grading, aggregate base material, curb and gutter, and subgrade during the installation of in-roadway warning lights, rectangular retroreflective flashing beacons, safety lighting, roadway signing and striping, conduits, pull boxes, cable, luminaires, and curb and sidewalk repair. +Avenue 52 and Tyler Street, Coachella, CA: Observation and testing of paving, subgrade, and final grade during construction of pavement rehabilitations. Work included the removal of existing pavement, testing of Cold In- Place Recycling (CIR), and the replacement of the asphalt concrete pavement. +Andrew Jackson Elementary School Neighborhood Pedestrian Improvement Project, Indio, CA: Observation and testing of final grading, sidewalk, curb and gutter, and paving, as well as concrete quality control and compaction testing during the $2 million project. Improvements consisted of construction of sidewalks, driveways, and curb ramps. Other features included installation of modified crosswalks with concrete bulb-outs and signing and striping. +I-10 at Jefferson Street Interchange (Local Federal Aid Project No. STPLN-5956(235) and State Federal Aid Project No. ACNHPI-010-4(064)E), Indio, CA: Observation and testing of slope and wall backfill and subgrade, as well as Caltrans testing and soil sampling during construction of the $53 million project which consisted of a new interchange with standard diamond ramps, loop entrance ramps, and a new eight lane Jefferson Street overcrossing over I-10. Acceleration and decelerations lanes were constructed on the westbound on-ramp and eastbound off-ramp, and ramp metering was added to the on-ramps. I-10 was widened to accommodate a future fourth lane. The project increases capacity and improves traffic operations for the foreseeable future. +City of Riverside Magnolia Avenue Techite Pipeline and Pressure Reducing Station, Riverside, CA: Observation and testing of utility trench and vault backfill during the replacement of 5,500 linear feet of techite pipe and 3,000 linear feet of water distribution mains as well as system appurtenances. +County of Riverside EDA East County Detention Center Storm Drain, Indio, CA: Observation and testing of utility trench backfill, subgrade, asphalt concrete, and grading, as well as concrete quality control during construction of a $2.9 million project consisting of installation of a larger storm drain, relocation of utilities, and improvement of street conditions.