RFP No. 19-016CA On-Call Engineering and Professional

.City of CoronaRFP No. 19-016CA

On-Call Engineering and Professional Consulting Services Construction Inspection Services

TABLE OF CONTENTS

SECTION 1 Letter of Transmittal

SECTION 2 Qualifications, Related Experience, and References

SECTION 3 Proposed Staffing and Project Organization

SECTION 5 Fee Proposal

SECTION 4 Exceptions/Deviations

REQUIRED FORMS

SECTION 1

SECTION 1 Letter of Transmittal

111 Main Street, Unit A RIVERSIDE CA 92501

Tel 909.383.6660 Fax 562.426.6424

December 20, 2018 Proposal No. 18-2375

Carol Appelt Purchasing Specialist IV City of Corona, Administrative Services Department 400 S. Vicentia Ave., Suite 320 Corona, CA 92882

Reference: Request for Proposals (RFP) No. 19-016CA

Subject: On-Call Engineering and Professional Consulting Services: Construction Inspection Services

Dear Ms. Appelt:Twining, Inc. (Twining) is pleased to submit our qualifications to the City of Corona (City) for consideration to provide on-call construction inspection consultant services. Twining has extensive experience providing materials testing services to local public agencies and we have worked extensively in the City of Corona, most recently on the Lower Santa Ana River Channel, Reach 9 BNSF Bridge Protection. In short, Twining has all the internal resources necessary and available today, to efficiently meet and exceed the City’s expectations.Twining has been in business as an industry leader for 120 years. Our network of state-of-the-art laboratories allows us to provide fast, reliable test results that our clients can trust. We subscribe to the most stringent inspection and certification requirements in the industry and are recognized by Caltrans, American Association of State Highway and Transportation Officials (AASHTO), Cement and Concrete Reference Laboratory (CCRL), International Accreditation Service (IAS), and U.S. Army Corps of Engineers, and numerous cities and counties as a certified geotechnical, asphalt paving, materials testing and inspection laboratory.Our qualifications specific to the City include the following:

» Established Relationship Twining has worked on a number of projects in the City and we are currently providing quality control on the I-15 Cajalcao Road interchange improvement project and the Santa Ana River Main Stream Prado Dam. This familiarity means that we will enter into this contract needing minimal acclimation time to City staff, requirements and procedures. This will, in turn, support adherence to project schedules and result in cost savings.

» Specialized Experience in Public Works Twining has unmatched expertise in providing on-call construction inspection and quality control for various public works clients throughout the state. We have been the trusted firm to provide similar services to more than 50 Southern California agencies, including the Counties of San Bernardino and Riverside, as well as the Cities of Fontana, Colton, Victorville, and beyond.

» Local staffing Located in the heart of the Inland Empire, Twining’s local office and laboratory are complete with comprehensive geotechnical engineering capabilities. We have been the trusted firm to provide similar services to more than 50 Southern California agencies, including the Counties of San Bernardino and Riverside, as well as the Cities of Fontana, Colton, Victorville, and beyond.

» Required Informationa.) Consultant: Twining, Inc. | Address: 111 Main Street, Unit A, Riverside, CA 92501 | P: 909.383.6660b.) Working Relationship between Twining and subcontractor: We do not anticipate needing to work with a subcontractor at this time and are confident we will be able to fulfill the entire scope of work listed by the City in its Request for Proposal.

c.) Addenda acknowledgement: We acknowledge the receipt of Addendum 1, issued November 30, 2018; Addendum 2, issued December 06, 2018; and Addendum 3, issued December 11, 2018.

d.) Firm proposal evaluation period contact: Michael Molina | Title: Riverside Client Services Manager Address: 111 Main Street, Unit A, Riverside, CA 92501 | P: 951.552.0031 E: [email protected]

e.) Period of validity statement: All statements made in this proposal shall remain valid for a period of not less than 90 days from the date of this submittalWe would like to thank you for inviting us to present this proposal. We are confident that you will find our qualifications, outlined above and expanded upon in the following pages of this proposal, to exceed your expectations. Should you have any questions related to this proposal, please contact Michael Molina, Regional Client Services Manager, by phone at 951.552.0031 or by email at [email protected].

Sincerely, Twining, Inc.

Paul Soltis, PE 56140, GE 2606 Project Executive/ Vice President, Geotechnical Operations Authorized to negotiate a contract for proposed services with the City

SECTION 2

SECTION 2 Qualifications, Related Experience, and References

Twining, Inc. | City of Corona 3

FIRM PROFILETwining’s legacy dates back more than 100 years. What started as a family business in 1898 has evolved into one of California’s largest service providers of geotechnical, materials testing, and construction inspection services. Highly regarded by state and local agencies, developers, contractors, consultants, and industry for providing high-quality services that are reliable, timely, and compliant, Twining has been a central part of some of California’s most regionally significant construction projects. We employ some of the industry’s most well-known construction experts who perform research as well as consult with regulatory agencies to shape the future of construction standard practices.Twining is a full-service engineering and quality control company with unmatched technical expertise. As detailed below, our services span from QA/QC, materials testing, and inspection, to highly technical capabilities in applied engineering and integrated disciplines. With laboratories throughout California and over 150 inspectors, we are unequaled in our core competencies to work on vertical as well as horizontal construction projects:

» Specialty testing » Mobile laboratory services » Roofing and waterproofing consultation and inspection » Applied engineering and research » Forensic evaluation » Stormwater management » Geotechnical engineering » Asphalt pavement quality assurance services » Asphalt pavement design and materials evaluations » Soils and materials testing and inspection

Twining has developed a strong reputation by providing sound engineering, testing, and inspection services on every project we undertake. We earned this reputation knowing that the true measure of our performance rests in the satisfaction of our clients. We approach each project with the understanding that we are evaluated on the safety and durability of the structures and pavements we test and inspect.Twining has the unparalleled ability to service even the most complex projects from inception through completion. Starting with the initial subsurface investigation and continuing through the inspection and laboratory testing required during construction, we have the engineering staff, experienced inspectors, and state-of-the-art laboratory facilities to meet all of your project needs.This experience, along with our proven project management system, results in a seamless flow of communication during the entire scope of your projects and provides you with a single point of contact to ensure that all of your project needs are met.

Organization FormTwining is a California S Corporation

TECHNICAL PROPOSAL FIRM PROFILE


IRVINE, LONG BEACH, SAN DIEGO, RIVERSIDE, VENTURA, SACRAMENTO, CONCORD

WHERE WE ARE


Local Riverside Office and Laboratory

111 Main Street, Unit A Riverside, CA 92501 909.383.6660 office

www.twininginc.com

Twining has seven offices and five of which have laboratories located throughout California and employs 229 people. Our Inland Empire office in Riverside includes 15 staff.


FACILITIES CONSTRUCTION EXPERTISE

Inspection ServicesTwining’s inspection staff consists of more than 200 inspectors located throughout California. More than 80 percent of these inspectors hold multiple inspection certifications in disciplines including structural steel, high strength bolting, prestressed concrete, reinforced concrete, structural masonry, drilled in anchors, spray applied fireproofing, and more. Twining also employs Class A OSHPD and Class 1 DSA inspectors.These highly skilled men and women have been selected for their diversity of knowledge and ability to work with clients to achieve maximum performance at minimum cost. Twining has the resources to staff projects regardless of size and complexity with experienced and professional inspection personnel.Field EngineeringTwining’s ability to perform a variety of services in-house makes testing quicker, easier, and more responsive to our clients’ needs. We perform standardized tests and services including:

» Pull testing of building components » Testing of wedge anchors, epoxied anchors, and wedge anchors » In-place shear testing of masonry walls » Flat-jack load testing of masonry walls » Fireproofing for adhesion and cohesion » Floor flatness and levelness testing

Materials TestingTwining has been at the forefront of construction materials testing for over a century. Our network of state-of-the-art laboratories, complimented by our fleet of mobile laboratories, allows us to provide in-house testing for projects throughout the state.Twining provides fast, reliable test results that our clients can count on. We subscribe to the most stringent inspection and certification requirements in the industry. We are recognized by agencies including Caltrans, Division of the State Architect (DSA), American Association of State Highway and Transportation Officials (AASHTO), United States Army Corps of Engineers (USACE), Cement and Concrete Reference Laboratory (CCRL), Federal Aviation Administration (FAA), International Accreditation Service (IAS), and U.S. Army Corps of Engineers along with numerous cities and counties as a certified geotechnical, paving, materials testing, and inspection laboratory.Non-Destructive ExaminationThe field of non-destructive examination is undergoing rapid change, bringing technologies that had previously been the subject of research into the arena of practical application. Twining has been at the forefront of these applications; from participating in the post-Northridge SAC committees, to being the first firm to fully implement the requirements of FEMA 353 and now AWS D1.8, and to field implementation of the latest technologies such as Phased Array Ultrasonics and Time of Flight Diffraction. Twining is fully compliant with ASNT SNT-TC1A and also the stricter certification standards of CP-189.



INFRASTRUCTURE CONSTRUCTION EXPERTISE

With California’s fiscal situation, aging infrastructure, and continued urban growth, our cities and counties are faced with unique challenges. Never has it been more critical to maximize the value of each public works dollar spent on capital improvement than today. The quality assurance programs that Twining has established for public agencies throughout the state emphasize the most cost-effective practices utilizing industry best practices. Whether it is a major water/wastewater project, bridge or roadway improvement, underground utility work, airport improvement, or goods movement project, Twining has the requisite expertise and capabilities to effectively establish and maintain a quality assurance program that is in strict compliance with the local assistance procedures manual (LAPM) as well as state and federal mandates. Twining provides the following services for local agencies:

» Initial engineering design and evaluation » Specification development and review » Materials review and verification for acceptance » Public works inspection » Source inspection » Acceptance laboratory testing and evaluation » Federal compliance » Final quality assurance report and project closeout

Twining’s involvement with the most cutting edge materials technologies enables us to assist project teams with the evaluation of construction products and determining their suitability for use. Twining has assisted construction managers, structural design engineers, and owners in developing high-strength concrete mixes utilizing low carbon emission materials, recycled asphalt pavement structural designs, and various other cementitious, geotechnical, and asphalt pavement materials that are sustainable utilizing renewable materials.Twining is uniquely positioned to provide quality assurance programs from start to finish. Through our partnerships with Caltrans and various universities, we have knowledge of proven technological advances in construction that we can pass on to our clients and incorporate into their projects as appropriate. We routinely contribute to the American Public Works Association by presenting technical sessions related to some of the newest technological advances. Whether it involves rapid strength concrete, warm mix asphalt, high volume fly ash mixes to reduce greenhouse gases, or 100 percent recycled materials, Twining can provide the proper solution for your project.



The proper structural section design for flexible pavement as well as the asphalt concrete mixture type is crucial to its performance and longevity. Poor design can result in early failures, substandard performance and repairs that quickly become costly. We are committed to helping agencies design and implement the most appropriate, cost-effective, and durable pavement solutions. Our extensive experience providing quality assurance and quality control services in the field gives us unique insight and allows us to provide recommendations in design that are easily implemented and reliable in the field.Twining experts have been providing pavement engineering and materials evaluation services on flexible pavement projects for decades. We understand the growing budget constraints that local agencies are facing, and the importance of solid yet innovative and cost effective engineering solutions. Twining provides local agencies with comprehensive pavement engineering services that utilize the newest pavement rehabilitation technologies to effectively deliver our clients the service life that they expect of their pavements at a construction cost that may be less than traditional methods.

Twining routinely assesses current pavement conditions and identifies the causes of pavement distress. Using the Falling Weight Deflectometer (FWD), Dynamic Cone Penetrometer (DCP) and ground penetrating radar (GPR) testing we are able to assess subgrade conditions and determine the load-carrying capacity of in-place pavement. Our efforts can determine the remaining service life of pavement and identify several available options for rehabilitation, which may include full-depth reclamation (FDR) cold in-place recycling (CIR) of existing asphalt materials, or a simple grind and overlay as warranted.As part of Pavement Engineering services, Twining’s team will provide life cycle cost analysis and construction cost estimate for each option to help our clients make informed decisions. We will work closely with the agency to ensure our recommendations take agency goals into consideration whether they be to reduce construction cost, adapt sustainable construction methods, or apply green technologies in their projects. Twining is also experienced with available grants that can utilized by the agency to improve their pavement program.

PAVEMENT ENGINEERING




We routinely develop hot mix asphalt designs consisting of the following materials: » Polymer Modified Binders » Rubberized Hot Mix Asphalt » Warm Mix Asphalt Research and Development » Hot Mix Asphalt Using High Amounts of Recycled Asphalt Concrete » FAA Marshall designs » Superpave Designs

We also perform production quality and strength and mix for: » Asphalt Content » Gradation » Stability » Hamburg Wheel Track » Project Specific Volumetrics

Twining is closely involved with hot mix asphalt industry associations and government agencies that keep our engineers on the pulse of new and upcoming technologies. While we have a comprehensive understanding of traditional methods and designs, we don’t automatically suggest the same textbook solutions to all of our clients. We individualize our recommendations to include new flexible pavement materials that can be used most effectively and economically. Whether it is a highly traveled arterial roadway that requires high stability in intersections to prevent pavement rutting or a residential collector that the residents expect to be as quiet as possible, we have the solution.Our team are members of the American Public Works Association, the Asphalt Pavement Association, the Rubber Pavements Association, the National Asphalt Pavement Association, and the Caltrans expert task group on flexible pavements. They have vast knowledge of hot mix asphalt materials and the constraints during production as well as experience managing comprehensive quality assurance and quality control programs.

Service Life

= Length of Time Until

Major Repair is Needed


All laboratory testing operations are overseen by a registered geotechnical engineer. With the large amount of construction-related, time-sensitive work that Twining performs, our laboratories understand the importance of and effectively accomplishes efficient turnaround times for testing. Materials Testing Laboratory Twining maintains a network of state of the art laboratories throughout California. In addition to our permanent laboratories, we own and operate a fleet of mobile laboratories that allow us to conveniently service projects throughout the state. Our fully-accredited geotechnical engineering laboratories are equipped to perform the standard tests needed in geotechnical engineering evaluations, including but not limited to:In situ density and moisture content

» Atterberg limits » Sieve Analysis » Maximum Dry Density » Direct Shear » Consolidation » Expansion Index » Sand Equivalent » Cleanness Value » Soundness » R-Value

Materials Testing and Inspection Expertise Twining has been at the forefront of construction inspection and testing for over a century. With our state-of-the-art equipment and conveniently located laboratories, we are able to perform the necessary testing on projects throughout California. We maintain a rigorous training program for our experienced staff of testing technicians, and are recognized by numerous agencies including Caltrans, Army Corps of Engineers, American Association of State Highway and Transportation Officials (AASHTO), Cement and Concrete Reference Laboratory (CCRL) and International Accreditation Service, Inc. (IAS) along with many cities and counties. Our expert professionals continue to work with Caltrans to define effective applications of construction materials for roadway projects and revise standard specifications for proportioning concrete for pavements and other elements of transportation infrastructure. Our clients depend on us to reliably deliver services that strictly follow Green Book and Caltrans and FHWA regulations. We are proud of our legacy of delivering high-quality services that subscribe to all applicable standards.We have held multiple on-call contracts representing Caltrans providing materials testing services on behalf of the State.

LABORATORY TESTING CAPABILITIES



VIBRATION MONITORING AND ASSESSMENTGround-borne vibration and noise are both critical elements to consider when site construction activities involve demolition, compaction, excavation, pile driving, shoring, or heavy equipment use. The potential impacts to on- and off-site structures can be significant, depending on the nature and type of construction activities; location and proximity to the public as well as environmental habitats; local geology; and the condition of structures in the vicinity of the construction site. Additionally, human exposure to excessive long-term vibration activities beyond average human body threshold can have harmful physical and mental health effects. Twining provides fully integrated vibration monitoring services and data processing during planning and construction to limit exposure of construction-related vibrations: Vibration Monitoring Planning, to evaluate the vibration sources, location, and condition of protected structures; review vibration levels relative to local ordinances or project requirements, predictions, site investigation, and pilot test program; and establish action items for exceeding events. Field Construction Monitoring, including pre-construction condition surveys to digitally document observable existing conditions (pre-existing cracks and crack-widths, distress, wall misalignment, cracked windows and doors); vibration monitoring and reporting with wireless internet capabilities; near-real time warning alerts to mobile devices; and post-construction evaluation reporting complete with a compilation of color photographs and video footage to enable a side-by-side comparison with pre-construction survey conditions. Our solutions and mitigation strategies are based on sound engineering principles, in-house know-how, and more than 100 years of construction expertise.


FINANCIAL STABILITY

TECHNICAL PROPOSAL FINANCIAL STABILITY

Twining has been providing special inspection and testing services in California for 120 years. Our firm is characterized by stability. We have shown consistent fiscal growth at a rate of about 5-8% for the past five years. At this time, we do not have any pending litigations, mergers or other conditions that would negatively impact our ability to provide services under this contract. We will be able to meet the expectations of the City of Corona and fully dedicate our resources for use on these projects.Twining, Inc is financially solvent and has sufficient liquidity to meet all current obligations. There are no existing conditions including bankruptcy, pending litigation, planned office closures or any impending mergers which could impede the firm’s ability to complete its current projects.


WORK WITH PUBLIC AGENCIES

Twining has long-standing relationships with many California municipalities and public agencies and has worked with the City and for other local clients. We have served on more than a thousand public works projects since 2008 and are on nearly 20 on-call lists. We look forward to utilizing the knowledge and insights gained from these experience as the City of Corona’s on-call geotechnical engineering, inspection, and materials testing services partner. Below are some of our municipalities and public agency clients:

» City of Agoura Hills » City of Alhambra » City of Anaheim » City of Artesia » City of Azusa » City of Beaumont » City of Buellton » City of Beverly Hills » City of Blythe » City of Buena Park » City of Burbank » City of Calabasas » City of Camarillo » City of Cerritos » City of Chino » City of Chula Vista » City of Coachella » City of Colton

» City of Commerce » City of Costa Mesa » City of Cudahy » City of Delano » City of Diamond Bar » City of El Centro » City of El Monte » City of Elk Grove » City of Escondido » City of Folsom » City of Fontana » City of Fullerton » City of Garden Grove » City of Goleta » City of Huntington Beach » City of Irvine » City of Long Beach » City of Los Angeles

» City of Monterey Park » City of Moreno Valley » City of Orange » City of Oxnard » City of Riverside » City of Sacramento » City of San Diego » City of Santa Monica » City of Simi Valley » City of Thousand Oaks » City of Torrance » City of Santa Clarita » County of Ventura » City of Walnut Creek » City of Westlake Village » City of Victorville » County of Los Angeles Department of

Public Works


Twining is currently providing geotechnical, material testing and inspection services to the City of Montclair, to support the City’s Public Works Department, under an on-call contract. All testing provided under this on-call contract complies with Caltrans Standard Specifications and the Project Special Provisions, the City’s approved Quality Assurance Program and Caltrans Construction Manual.Twining has provided geotechnical, material testing and inspection services for the following projects:

» Sewer Replacement » 18-16 San Bernardino Street Rehabilitation » Greenwood Avenue Alley Street Rehabilitation » Central Avenue » Orchard Street Rehabilitation » Western and Central Zone Rehabilitation » San Bernardino Alley Rehabilitation » Mills Avenue Alley Rehabilitation

CITY OF MONTCLAIROn-Call Geotechnical, Materials Testing andInspection Services

Owner Name » City of Montclair

Start Date » 2015

Completion Date » Ongoing

Key Team Members » Paul Soltis,

Project Executive

» Sammy Daghighi, Project Manager

» Trevor Roberts, Field Technician

TECHNICAL PROPOSAL RELATED EXPERIENCE


Twining has been retained to provide geotechnical, materials testing, and inspection services to the City of Victorville for the past several years. We have worked on various projects with the Victorville Water District during our history of working with the City. Projects under this agreement include:

» SCLA Emergency Water Line Repair » Bear Valley Road Storm Drain Improvements » Seneca Storm Drain Improvements » Various Pipeline Replacement Projects » Palmas Trench Repair » Eagle Ranch Slurry Seal Project » Safe Routes to School » Reconstruction of Village Drive » Eagle Ranch Slurry Seal » Joshua Street » Bear Valley Road Reconstruction, Phase II, III

CITY OF VICTORVILLE On Call Geotechnical, Materials Testing, and Inspection Services

Owner Name » City of Victorville

Start Date » 2015

Completion Date » Ongoing

Key Team Members » Roy Schroeder, Soils Technician



Completed in June of 2018, this project modified the existing median to relieve vehicular congestion and increase the efficiency of the signal operations at the adjacent intersection. This project also installed loop detection at the intersection of Valley Boulevard and Sierra Avenue.Twining provided geotechnical inspection, soils and construction testing and inspection consulting services. Field and laboratory tests included:

» Field density testing of subgrade for street pavement, sidewalk, access ramps, storm drain system, curb and gutter

» Field density testing of asphalt concrete » Field sampling and testing for fresh Portland Cement concrete » Maximum density tests for soils » Marshall density tests for asphalt concrete » Concrete compression strength testing

CITY OF FONTANAValley Boulevard Median Improvement

Owner Name » City of Fontana

Start Date » 2018

Completion Date » 2018

Key Team Members » Sean Lin,

Project Manager

» Brandon Schroeder, Soils Technician

» Trevor Roberts, Soils Technician



CITED PROJECT REFERENCES

TECHNICAL PROPOSAL REFERENCES

Steve StantonProject Manager City of Montclair5111 Benito Street Montclair, CA 91763909.625.9444 [email protected]

Twining worked with Steve on the City of Montclair’s on-call contract. Our firm provided providing geotechnical, material testing, and inspection on various city projects.

Stephan Longoria Senior Civil Engineer City of Victorville14343 Civic Drive Victorville, CA 92392760.243.1946slongoria @victorvilleca.gov

Twining worked with reference on the City of Victorville’s 2018 Safe Routes to School project. Our firm provided soil testing and inspection services for this project.

Christopher SmethurstAssistant Engineer City of Fontana8353 Sierra Avenue Fontana, CA [email protected]

Twining has worked with the reference on a variety of City of Fontana projects since 2016. Our firm is providing geotechnical, material testing, and inspection on various city projects.

SECTION 3

SECTION 3 Proposed Staffing and Project Organization


PROJECT ORGANIZATION

TECHNICAL PROPOSAL PROPOSED STAFFING AND PROJECT ORGANIZATION

Paul Soltis, PE, GE

Project Executive

Sammy Daghighi, PE

Project Manager

Multi-Carded Field Technicians

Engineering Support

Sean Lin, PhD, PE, GE Chief Geotechnical Engineer

Amir Ghavibazoo, PhD Senior Pavement Engineer

Roy SchroederBrandon Schroeder

Trevor RobertsWith support from Twining’s

150 plus Inspectors and Field Technicians

Primary City of Corona point of contact

Key team members

Key personnel will be available to the extent proposed in this document for the duration of the on-call contract.

We acknowledging that no person designated as “key” to the project shall be removed or replaced without the prior written concurrence of the City.

Twining has the local Inland Empire-based labor resources to meet all of the City’s needs.


Relevant Experience

PAUL SOLTISPE, GE, Project Executive

Paul Soltis, PE, GE, brings more than 25 years of technical expertise to Twining. His experience includes geotechnical investigations and analyses relative to roads, bridges, highways, and other California infrastructure projects. His focus is on interaction with the design team during development of construction documents to achieve the most appropriate foundation type and most efficient site preparation techniques. Paul has extensive on-call contract management experience and the proven ability to simultaneously maintain and manage multiple projects. Paul is responsible for the technical oversight of the firm’s geotechnical projects and management of the firm’s geotechnical personnel.

Professional Summary

City of Long Beach, Studebaker Road Pavement Evaluation Serving as geotechnical engineer, Paul provided engineering oversight to ensure the City’s expectations were met on this 0.5 mile stretch of Studebaker Road in the City of Long Beach. The surface condition assessment was performed following the Caltrans Flexible Pavement Rehabilitation Manual. Based on the collected information, different rehabilitation strategies were calculated and recommended, including CIPR and CSPB.City of Long Beach, On-Call ServicesTwining is contracted to provide certified testing and inspection services and geotechnical design on an on-call basis for public works infrastructure and facility-related improvement projects. Contract-wide, Paul serves as the principal in charge, providing geotechnical engineering design oversight.City of Pomona, Water Main Replacement on Park Avenue This project consisted of installing new water lines at the following locations: West Jefferson Avenue, West McKinley Avenue, and North Park Avenue. Paul served as the Lead Geotechnical Engineer for this project and provided geotechnical engineering design recommendations and oversight of all geotechnical services throughout the course of the project.City of Pomona, Phase III Citywide Sewer Pipeline Replacement This project consisted of replacing sewer pipelines at West Holt Avenue, Via Estrella Street and North White Avenue. Paul served as the Lead Geotechnical Engineer, providing geotechnical engineering design recommendations and technical oversight of quality assurance testing and review of all data and reports.

Overview » Years’ Experience: 1993 – Present

Education » Master of Science, Geotechnical Engineering,

University of Colorado, Boulder » Bachelor of Science, Civil Engineering,

California Polytechnic State University, San Luis Obispo

Current Licenses Held » Professional Engineer, Civil, CA, PE 56140 » Registered Geotechnical Engineer, CA, GE 2606




Relevant Experience

SAMMY DAGHIGHIPE, Project Manager

Sammy Daghighi, PE, is a civil engineer with over 24 years of professional experience in civil, geotechnical, and construction management. His experience includes heavy civil projects up to $1.5 billion in private and public sectors. His clients have included the DSA, SDG&E, Caltrans, ADOT, NDOT, FDOT, Metro Link, NAVFAC, USACE, various transportation, aviation, and port authorities, public schools, and many municipalities. Sammy’s civil engineering and QA background includes 14 years of extensive specialized experience in construction quality assurance, deep foundation specialty engineering, specialty inspection expertise, and managing geotechnical engineering operations.


Riverside County Transportation Department, Magnolia Grade Separation*Magnolia Avenue is a four-lane arterial highway that provides primary access to commercial, industrial and residential land uses in the Home Gardens Community of Riverside County. The project was centered on the construction of a 1,460 foot long bridge which crosses over existing BNSF railroad tracks. Additionally, six retaining walls were constructed, five of which were mechanically stabilized earth (MSE) walls. Existing utilities were relocated prior to structure construction. Sammy managed special inspections and quality assurance for deep foundation for this project.City of Corona, Arantine Hills Force Main* The City of Corona began this wastewater and water infrastructure construction project in early December 2017. This project included the construction of a new 10,400 foot sewer force main pipeline located in Foothill Parkway and Bedford Canyon Road, as well as a new 3,300 foot waterline in Bedford Canyon Road. Sammy managed the quality control inspections for the trench excavation, pipe placement, and backfill compaction operations.City of Menifee, Scott Road/I-215 Interchange*This project includes the widening and realignment of the northbound on- and off-ramp to improve traffic flow and provide continuous movement traveling both east- and westbound. The project also included drainage, lighting, and sign improvements, as well as signal modifications. Sammy managed special inspections and quality assurance for deep foundation.


Education » Bachelor of Science, Civil Engineering,

Azad University, Iran

Current Licenses Held » Professional Engineer, Civil, CA, 80840 » Caltrans 233

* Experience with previous employer.


Relevant Experience

SEAN LINPhD, PE, GE, Chief Geotechnical Engineer

Dr. Sean Lin, PE, GE, has more than 21 years of professional engineering experience. He specializes in seismic site response analysis as it applies to infrastructure, hospitals, schools and high-rise buildings. His professional experience includes soil mechanics and foundations, soil reinforcement, geosynthetics, pile design and driving analysis, slope stability, and liquefaction analysis. Sean has experience with projects consisting of municipal, commercial, residential, water/wastewater, military, educational and industrial facilities. Sean also has experience providing oversight and supervision of technical personnel.


City of Fontana, Street Widening, Martin Avenue at Sierra AvenueThis street improvement project included street and sidewalk improvements on Martin Avenue from Sierra Avenue to approximately 525 feet east of Sierra Avenue. The roadway and street improvements consisted of curb, gutter, sidewalk, handicapped access ramps, commercial and residential driveways, AC pavement, and utility pole relocations. Sean served as the geotechnical engineer and project manager, performing pavement condition evaluation, field exploration, geotechnical laboratory testing, and engineering analysis. Sean provided a final structural pavement recommendation report for the project.City of Fontana, Sierra to Vineyard Valley Median ImprovementThis project modified the existing median to relieve vehicular congestion and increase the efficiency of the signal operations at the adjacent intersection. Twining provided geotechnical inspection, soils and construction testing and inspection consulting services. Sean was project manager, performing pavement condition evaluation, field exploration, geotechnical lab testing, and engineering analysis. City of Colton, Mt. Vernon Bridge Widening ProjectThe project consisted of preparing a foundation report after evaluating the subsurface conditions at the site, and providing geotechnical recommendations for the widening of the bridge to accommodate increased traffic. As the project geotechnical engineer, Sean reviewed geologic literature and as-built plans, coordinated with the City engineer for permit and site access, prepared traffic control plan, supervised and reviewed geotechnical field exploration, performed engineering analysis and pavement design, attended design meetings, and prepared the LOTB plans and a foundation report in conformance with Caltrans standards.


Education » PhD, Civil Engineering emphasis Earthquake

Engineering University of Southern California, Los Angeles

» Master of Science, Civil Engineering emphasis Geotechnical Engineering University of Southern California, Los Angeles

» Bachelor of Science, Civil Engineering Chung Yuan Christian University Taoyuan City, Taiwan

Current Licenses Held » Professional Engineer, Civil, CA, PE 67109 » Registered Geotechnical Engineer, CA, GE 2921



Relevant Experience

AMIR GHAVIBAZOOPhD, Senior Pavement Engineer

Dr. Amir Ghavibazoo is Twining’s Director of Asphalt Engineering and Pavement Design. He directs and works on pavement management programs, pavement design, highway design, engineering specifications, and consulting services. Amir has extensive experience with pavement management programs and software. He has also taught MicroPAVER as part of his graduate studies. Amir is an expert in evaluating different types of pavement distresses and calculating corresponding rehabilitation strategies. He has given presentations at several national and state-specific conferences, including the 2017 APWA Conference. Additionally, he teaches pavement design courses at California State University, Long Beach.


City of Coachella, Grapefruit Boulevard/Old Highway 111As the project manager/pavement engineer for this project, Amir was responsible for providing asphalt concrete pavement coring, identification of subsurface conditions, and providing geotechnical engineering recommendations for pavement rehabilitation. Amir performed pavement evaluation in accordance with ASTM Standard D6433 and the Caltrans Flexible Pavement Rehabilitation Manual. He also performed a subsurface material investigation to analyze the subgrade soil condition. Based on findings from the surface evaluation and the subsurface testing results, we recommended rehabilitation and reconstruction strategies to the City. Additionally, the current Pavement Condition Index (PCI ) for the section was calculated for the City to update their Pavement Management Database.City of Fontana, Slover Avenue to Cherry to MulberryTwining provided geotechnical services to evaluate Slover Avenue (from Cherry Avenue to Mulberry Avenue) and recommend rehabilitation strategies. Twining also provided material testing and inspection during the construction phase. Our team provided asphalt concrete pavement coring, identification of subsurface conditions, and geotechnical recommendations for pavement rehabilitation. Twining also performed materials testing and inspection during the construction phase. Amir served as the Pavement Engineer and Project Manager. He conducted engineering analysis, prepared a pavement evaluation, and recommendations for this project.


Education » PhD, Civil and Environmental Engineering,

North Dakota State University » Master of Science, Railways Engineering,

Iran University of Science and Technology, Tehran, Iran

» Bachelor of Science, Industrial Engineering, University of Technology, Tehran, Iran



Proposed Inspectors

Inspector Current Licenses Project Experience

Roy Schroeder ICC Licenses Reinforced Concrete Structural Masonry Soils

American Concrete Institute (ACI) Concrete Field Testing Technician, Grade I

Caltrans 105, 106, 125, 201, 202, 216, 217, 226, 227, 231, 308, 309, 370, 382, 504, 523, 533, 539, 540, 557

Other Nuclear Gauge Certification Fall Protection

» Bear Valley Road Storm Drain & Roadway Improvements, Victorville » Perris Blvd Widening, Moreno Valley » La Mesa and Nisqualli Road Interchange, Victorville » All American Asphalt, La Paz Road, Laguna » SR-60 Nason St Interchange Improvements, Moreno Valley » RCTC I-215 Widening, Murrieta Hot Springs » Caltrans 07-251804 Route 101, Ventura County » Caltrans, I-5 Fwy, Bakersfield » Caltrans, I-15 Stateline » Caltrans, Rte 78 Fwy San Marcos » Caltrans, I-15 Pavement Rehabilitation, San Bernardino » Caltrans, Rte 138 Widening, Phelan » Caltrans, I-15 Mojave Bridge, San Bernardino » MTA Mid-City/Exposition Light Rail Transit, Los Angeles » Caltrans Hwy 66, Wasco » Caltrans, Hwy 66, Paso Robles » Caltrans, I-40 Barstow to Laughlin

INSPECTOR QUALIFICATIONSWe have provided a sampling of our inspector’s resumes, who may be dispatched to the project. We will ensure that qualified and properly licensed field personnel are dispatched based on the project’s specific requirements. Twining’s proposed inspectors are employees of the firm.

In addition to the individuals listed here, Twining has over 150 California-based inspectors. This depth of labor resources allows us to ensure the City’s projects will always be our priority.




Proposed Inspectors

Inspector Current Licenses Project Experience

Brandon Schroeder American Concrete Institute (ACI) Concrete Field Testing Technician, Grade I Concrete Laboratory Testing Technician, Level 2 Aggregate Testing Technician, Level 1 Concrete Strength Testing Technician

Caltrans 105, 106, 125, 201, 202, 216, 217, 226, 227, 231, 308, 309, 370, 382, 504, 523, 533, 539, 540, 557

Other HAZMAT Certified OSHA 10-Hour Construction Safety Nuclear Gauge

» Sierra to Vineyard Valley Median Improvement Project, Fontana » Quality Control Plant Asphalt and Soil Compaction, Simi Valley » Caltrans, Kramer Junction Highway Relocation, San Bernardino » Tunnel Stabilization and Sewer Replacement, Laguna Beach » Main Replacement, La Mesa& Bear Valley, Victorville » Reconstruct of Village Drive, Victorville » Caltrans, 91 Freeway/ 91 CIP » Caltrans, Route 138, San Bernardino County » Caltrans, Route 58 Hinkley Bypass » Caltrans, Needles I-40 » Caltrans, Route 5-14, Castaic

Trevor Roberts American Concrete Institute (ACI) Concrete Field Testing Technician, Grade I

Caltrans 105, 125, 201, 202, 216, 217, 226, 227, 231, 504, 518, 523, 524, 533, 539, 540, 557

Other Twining Confined Space Twining Fall Protection Twining Highway Safety

» Miller Park Amphitheater, Fontana » Sierra to Vineyard Valley Median Improvement Project, Fontana » Gilman Home Channel Lateral A, Stage 3 and Gilman Home

Channel, Stage 90, Banning » Perris Dam Seismic Remediation Project, Perris » San Gabriel Trench, San Gabriel » Pavement Replacement San Bernardino International Airport, San

Bernardino » Caltrans, Route 138, San Bernardino County » SANBAG I-15 Ranchero Road Interchange. Rialto, CA » Caltrans 08-449314 Route 60/215, Moreno Valley, CA » RCTC I-215 Widening, Murrieta Hot Springs, CA » Caltrans 07-251604 Route 14, Santa Clarita, CA » Caltrans 11-288804 Route 905, Otay Mesa, CA » Caltrans 07-1218V4 Route 5 Burbank Phase I, Burbank, CA » Caltrans 06-0K8904 Lower I-5, Bakersfield, CA



CALTRANS CERTIFIED INSPECTORS

Caltrans Certifications

Asphalt Color Vision

Concrete Inspector Soils

Allen, Dea XBarron, Jason X X XCampos, Bertha XColdiron, Steve X X XDorsch, Bryan X X X XGraubard, Ben X X XLara jr., John X XMorales, David X XMuehlen, Eric X X XMurbarger, John XPedersen, Ron X X XRichardson, Mike X X XScherer, David X X XSchroeder, Brandon X X XSchroeder, Roy X X XSnowdale, Shawn XSolis, Andrew X XStacks, Mike XSweet, Tammy XWallen, Joe X X XWilliams, Matt X X XWilliams, Rich X X


San Bernardino CountyPurchasing Department

Request for ProposalOn-Call Professional Services

No PWG119-TRANS-3123Page 31 of 49

ATTACHMENT C

LICENSES, PERMITS, and/or CERTIFICATIONS

TYPE (ie: License, Permit, Certifications) EXPIRATION Include DIR Registration No. of Consultant and Subcontractors

LICENSES AND CERTIFICATIONS

Department of Industrial Relations, 1000005568 June 30, 2019

Paul Soltis, Civil Engineer, 56140 December 31, 2018

Ernest Roumelis, Geologist, 7560 February 29, 2020

Chi Hsin (Sean) Lin, Civil Engineer, 67109 September 30, 2020

Alireza (Sammy) Daghighi, Civil Engineer, 80840 March 31, 2019

Paul Soltis, Geotechnical Engineer, 2606 December 31, 2018

Ernest Roumelis, Engineering Geologist, 2385 February 29, 2020

Chi Hsin (Sean) Lin, Geotechnical Engineer, 2921 September 30, 2020






SECTION 4

SECTION 4 Exceptions/Deviations


EXECPTPTIONSTwining takes no exceptions to the sample contract as provided in the City of Corona’s RFP Number 19-016CA. We do not offer any exception or deviations from the City’s contract.

SECTION 5

SECTION 5 Fee Proposal


FEE PROPOSALFEE PROPOSAL

On-Call Engineering and Professional Consulting Services RFP No. 19-016CA Addendum #2 Page 7 of 11

EXHIBIT A REVISED PRICE FORM – REV. 2

(To be submitted in a sealed envelope separate from proposal documents and marked “Price Form”)

REQUEST FOR PROPOSALS: RFP No. 19-016CA DESCRIPTION OF WORK: On-Call Engineering and Professional Consulting Services CONSULTANT’S NAME/ADDRESS: NAME/TELEPHONE NO. OF AUTHORIZED REPRESENTATIVE Place an “x” in the spaces provided for each discipline being proposed:

______ A. Potable Water and Reclaimed Water Pipelines ______ B. Potable Water and Reclaimed Water Pump Stations, Well Equipping,

Storage Facilities and Pressure Regulating Facilities ______ C. Water Reclamation (Sewage) Collection Piping ______ D. Water Reclamation (Sewage) Collection Lift Stations ______ E. Water Treatment Systems Design ______ F. Water Reclamation Systems Design ______ G. Structural Engineering ______ H. Landscape Architectural and Irrigation Design ______ I. Electrical Engineering

Vice President of Geotechnical Operations

Twining, Inc.

111 Main Street, Unit A

Riverside, CA 92501

Tel 909.383.6660

Tel 562.426.3355


FEE PROPOSAL


_____ J. Geotechnical Engineering, Inspection and Materials Testing _____ K. Traffic Engineering _____ L. Land Surveying _____ M. Construction Management and Support _____ N. Project Management _____ O. Construction Inspection Services _____ P. Hydrogeology (Groundwater Well) Design and Construction Services _____ Q. Water Management Programs and Engineering _____ R. Environmental Consulting _____ S. Hazardous Materials Testing _____ T. Utility Locating Services _____ U. Grant Writing and Management Consultant _____ V. Accounting and Financial Consulting Services _____ W. Radio Tower Engineering Services _____ X. Public Relations Consulting _____ Y. Dry Utility Design and Plan Checking Services _____ Z. American with Disabilities Act (ADA) Construction/Compliance Inspection Services _____ AA. Electrical Construction Inspection, Startup and Testing, Plan Review and

Constructability Review, and Developing and Editing Standard Construction Specifications and Standard Drawings Services.

Provide hourly rate schedule on company letterhead for each discipline being proposed. All rates and costs shall be effective through June 30, 2022. Hourly rate schedule should include the typical following categories of labor classifications modified as appropriate for the category of labor required to perform the work:

• Principal-in-Charge, QA/QC Manager

X


FEE PROPOSAL


• Senior Project Manager • Project Manager • Construction Manager, Resident Engineer • Senior Project Engineer, Senior Project Architect/Landscape Architect, Senior Land

Surveyor • Project Engineer, Project Architect/Landscape Architect, Project Land Surveyor • Professional Engineer, Land Surveyor, Architect/Landscape Architect • Inspector • Engineer-in-Training, Civil Engineering Designer • CAD Designer/Technician • Engineering Assistant • Administrative Assistant, Project Administrator • Two-Man Survey Crew (per hour/day) • Ground Penetrating Radar Utility Locating Crew (per hour/day)

Provide list of reimbursable charges and rates to include:

• Mileage • Prints, plots, messenger service and other direct expenses markup • Outside consultant services markup • Traffic control • Other

Are there any other additional or incidental costs which will be required by your firm in order to meet the requirements of the Scope of Work? Yes / No (circle one). If you answered “Yes”, please provide detail of said additional costs: Please indicate any elements of the Scope of Work which cannot be met by your firm.

Twining will be able to meet all scope elements listed by the City of Corona.


FEE PROPOSAL


Have you included in your proposal all requested informational items and forms? Yes / No (circle one). If you answered “No”, please explain: Have you been on any federal list of debarred or suspended consultants? Yes / No (circle one). This offer shall remain firm for 90 days from RFP close date. Terms and conditions as set forth in this RFP apply to this proposal. Unless otherwise stated, payment terms are: Net thirty (30) days. In signing this proposal, Consultant warrants that all certifications and documents requested herein are attached and properly completed and signed. From time to time, the City may issue one or more addenda to this RFP. Below, please indicate all Addenda to this RFP received by your firm, and the date said Addenda was/were received. It is Consultant’s responsibility to ensure that all addenda are received. Failure to acknowledge receipt of addenda may cause the City to reject the proposal as non-responsive. Verification of Addenda Received Addenda No: __________ Received on: _____________________

Addenda No: __________ Received on: _____________________

Addenda No: __________ Received on: _____________________

1

2

3

November 30, 2018

December 06, 2018

December 11, 2018


FEE PROPOSAL


AUTHORIZED SIGNATURE: PRINT SIGNER’S NAME AND TITLE: DATE SIGNED: COMPANY NAME & ADDRESS: PHONE: EMAIL: _____________________________ DIR REGISTRATION NO.: ____________________________________

Paul Soltis PE, GE


December 19, 2018

Twining, Inc.

2883 East Spring Street, Suite 300

Long Beach, CA 90806

562.426.3355 [email protected]

1000005568


FEE PROPOSAL

NOTE: Rates will be adjusted annually each July 1st to reflect increased costs.

Personnel Rates: Per Hour Unless Otherwise Noted

Task Code Engineering and Consulting Personnel Rate

Task Code Shop Inspection Personnel Rate

10026 Senior Principal Advisor/Consultant 280.00$ 10325 Glue-Laminated Fabrication Inspector Quotation10001 Principal Engineer/Geologist 185.00$ 10328 Pre-Cast Concrete/Pipe Fabrication Inspector 110.00$ 10017 Metallurgical Engineer 180.00$ 70000 Registered Geotechnical Engineer 180.00$ Task

Code Non-Destructive Testing Personnel Rate10010 Technical Advisor 180.00$ 10401 NDE Ultrasonic Testing Technician 114.00$ 10011 Material Scientist, Welding/NDT Consultant 190.00$ 10403 NDE Magnetic Particle Testing Technician 114.00$ 70003 Registered Geologist/Certified

Engineering Geologist170.00$ 10405 NDE Dye Penetrant Testing Technician 114.00$

10003 Senior Engineer/Geologist 165.00$ 10305 Combination NDE Technician/Welding Inspector 114.00$ 10009 Registered Civil Engineer 160.00$ 10409 Radiographic Testing (crew of 2) 295.00$ 60003 Roofing/Waterproofing Consultant 185.00$ 10020 NDE Engineer 160.00$ 10013 Project Engineer/Manager 150.00$ 30000 Quality Control Manager 140.00$ Task

Code Equipment Usage (Daily Unless Otherwise Noted) Rate10005 Senior Staff Engineer/Geologist 135.00$ 95318 Skidmore 40.00$ 10007 Staff Engineer/Geologist 130.00$ 95309 Torque Wrench, Small 15.00$ 10015 Quality Control Administrator 120.00$ 95312 Torque Wrench, Large 25.00$ 10019 Metallurgical Technician 95.00$ 95315 Torque Multiplier 40.00$ 90001 CADD Operator/Draftsperson 85.00$ 95321 Air Meter 20.00$ 70107 Field Supervisor 115.00$ 95324 Brass Mold 20.00$ 91030 Safety Supervisor 115.00$ 95343 Nuclear Gauge (Per Hour) 9.00$ 20000 Laboratory Manager 105.00$ 95333 Pull Test Equipment 60.00$ 98000 Laboratory Technician 85.00$ 95348 Concrete/Asphalt Coring Equipment 600.00$ 90005 Expert Witness Testimony 495.00$ 95327 Pachometer 55.00$ 91010 Qualified SWPPP Developer 130.00$ 95336 Floor Flatness (Dipstick) 45.00$ 91000 Qualified SWPPP Practitioner 120.00$ 95330 Schmidt Hammer 20.00$

95341 Vapor Emission Test Kits 30.00$ Task Code Field Inspection Personnel Rate

95342 Relative Humidity Probe 60.00$

10101 Concrete/Reinforced Steel Inspector 95.00$ 95339 UPV (Ultrasonic Pulse Velocity) Meter 280.00$ 10103 Prestressed/Post Tensioned Inspector 95.00$ 95351 Fireproofing Adhesion/Cohesion (Per Test) 20.00$ 10105 Concrete ICC Inspector 95.00$ 95300 A Scan Ultrasonic Equipment and Consumables 65.00$ 10109 Drilled-In-Anchor Inspector 95.00$ 95303 Magnetic Particle Equipment and Consumables 30.00$ 10111 Gunite/Shotcrete Inspector 95.00$ 95306 Liquid Penetrant Consumables 25.00$ 10113 Masonry Inspector 95.00$ 95307 Phased Array Ultrasonic Equipment (Per Hour) 50.00$ 10201 Structural Steel/Welding Inspector 95.00$ 95347 Ground Penetrating Radar (Per Hour) 50.00$ 10203 AWS Certified Welding Inspector 95.00$ 95345 Impact Echo 280.00$ 10207 Fireproofing Inspector 95.00$ 95362 Ultrasonic Tomography 400.00$ 10501 Lead Inspector 113.00$ 95359 California Pavement Profilograph (Per Hour) 115.00$ 10115 Firestop Special Inspector - IFC Premier 105.00$ 95349 Inertial Profiler (Per Hour) 250.00$ 10117 Firestop Special Inspector - IQP 115.00$ 95357 Project Dedicated Vehicle 100.00$ 70109 L.A. Deputy Grading Inspector 113.00$ 95362 Roller Compacted Concrete Vibrating Hammer/Tampling Plate 60.00$ 75001 Asphalt Field and Plant Inspector/Technician 110.00$ 95367 Half-cell Potential Equipment Set 250.00$ 70103 Pile Driving Inspector 110.00$ 95368 Concrete Electrical Resistivity Meter 150.00$ 70101 Soils Technician 95.00$ 10107 Concrete Quality Control (ACI/Caltrans Technician) 95.00$ Task

Code Specimen Pick-Up Rate60001 Roofing/Waterproofing Inspector 115.00$ 20102 Standard Sample: Concrete Cylinders (Each) 20.00$ 10515 Mechanical Inspector 128.00$ 20101 Standard Sample: Mortar/Grout Cubes and Cores,

Fireproofing, Rebar, and Epoxy Prisms (Each)20.00$

10519 Electrical Inspector 130.00$ 20103/20104

Oversize Sample: Masonry Prisms, Shotcrete Panels, Flexural Beams (Each)

47.00$

10521 Plumbing Inspector 130.00$ 20107 Technician for Specimen Pick-Up Not Listed Above(Per Hour, 2-Hour Minimum)

85.00$

10523 Building Inspector 130.00$ 20109 Technician for Specimen Pick-Up Before 5:00 a.m. or After 5:00 p.m. Monday thru Friday, or All Day Saturday (Per Hour, 2-Hour Minimum Plus Mileage)

103.00$

50003 Field Engineering Technician 113.00$ TaskCode Jobsite Trailer, Mobile or On-site Laboratory Rate

Task Code Shop Inspection Personnel Rate

95360 Mobile laboratory for rapid set concrete(per shift not exceeding 12 hours)

375.00$

10301 Structural Steel Fabrication Inspector 95.00$ All others by quotation10309 Batch Plant Quality Control Technician/Inspector 95.00$

Schedule of Fees for City of Corona


FEE PROPOSAL

Task Code Concrete Tests (Field Made Specimens) Rate

Task Code

Chemical Analysis and Petrographic Examination of Concrete, continued Rate

20201 6" x 12" or 4" x 8" Cylinder: Compression Strength(ASTM C39)

32.00$ 80126 Chemical Analysis for Water Soluble Chlorides (ASTM C1218) (includes sample prep)

130.00$

20203 Density of Structural Lightweight ConcreteEquilibrium or Oven Dry Method (ASTM C567)

75.00$ 80123 Chemical Analysis for Acid Soluble Chlorides (ASTM C1152) (includes sample prep)

250.00$

20205 Core Compression including Trimming (ASTM C42) 55.00$ 80193 Chloride Diffusion Coefficient of Cementitious Mixtures by Bulk Diffusion (ASTM C1556)

2,000.00$

20207 6" x 6" x 18" Flexural Beams Not Exceeding Referenced Size (ASTM C78, C293 or CTM 523)

70.00$ 80129 Petrographic Examination of Hardened Concrete (ASTM 856) (Comprehensive)

1,600.00$

20208 6" x 6" x 30" Flexural Beams (CTM 523) 85.00$ 20209 Splitting Tensile Strength (ASTM C496) 85.00$ Task

Code Physical and Chemical Analysis of Cement Rate20211 Modulus of Elasticity Test (ASTM C469) 225.00$ 80195 Physical Testing and Chemical Analysis of Portland Cement per

Standard Requirements (ASTM C150)1,100.00$

80003 Rapid Chloride Permeability Test: Cylinders or Cores (ASTM C1202)

450.00$ 80100 Chemical Analysis of Portland Cement per Standard Requirements (ASTM C150)

550.00$

80006 Density, Absorption, and Voids in Hardened Concrete (ASTM C642)

350.00$ 80103 Physical Testing of Portland Cement per Standard Requirements (ASTM C150)

600.00$

40005 Flexural Toughness (ASTM C1609, Formerly ASTM C1018)

700.00$ 80194 Physical Testing of Type K Cement, Mortar Expansion (ASTM C806)

600.00$

40009 Coefficient of Thermal Expansion of Concrete (CRD 39, AASHTO T336)

500.00$ 80106 Partial Analysis or Specific Physical Tests Quotation

80110 Sulfates Resistance of Hydraulic Cement (ASTM C1012) - 6 months

2,000.00$

TaskCode Concrete Specimen Preparation Rate

80111 Sulfates Resistance of Hydraulic Cement (ASTM C1012) - 12 months

2,200.00$

20151 Sawing of Specimens (Each) 25.00$ 20157 Coring of Specimens in Lab (Each) 25.00$ Task

Code Physical and Chemical Analysis of Fly Ash Rate80140 Chemical Analysis of Fly Ash per

Standard Requirements (ASTM C618)550.00$

TaskCode

Laboratory Trial Batch: Concrete, Cement and Mortar Rate

80143 Physical Testing of Fly Ash per Standard Requirements (ASTM C618)

530.00$

30217 Compression Test Cylinders Made and Tested in Laboratory (ASTM C192, C35)

45.00$ 80146 Partial Analysis or Specific Physical Tests Quotation

30219 6" x 6" x 18" Flexural Beams Made and Tested in Laboratory (ASTM C192, C78)

85.00$ 80147 Chemical Analysis and Physical Testing of Fly Ash per Standard Requirements (ASTM C1618)

1,000.00$

30221 6" x 6" x 30" Flexural Beams Made and Tested in Laboratory (ASTM C192, C293)

95.00$

30223 Splitting Tensile Strength Cylinders Made and Tested in Laboratory (ASTM C192, C496)

100.00$ TaskCode

Physical Testing of Chemical Admixtures for Concrete Rate

30225 Modulus of Elasticity Test Cylinders Made and Tested in Laboratory (ASTM C192, C469)

240.00$ 80196 Qualification of Admixture per ASTM C494 Quotation

30227 Density of Structural Lightweight Concrete Made in the Laboratory, Equilibrium or Oven Dry Method (ASTM C567)

86.00$ TaskCode Soils and Aggregate Tests Rate

30201 Laboratory Trial Batch (ASTM C192) 450.00$ 30503 Abrasion: LA Rattler (ASTM C131) 185.00$ 30203 Laboratory Trial Batch: Packaged Dry Concrete

Including Verification of Slump, Air Content, Plastic Unit Weight, Six Cylinders for Compressive Strength (ASTM C387 and C192)

800.00$ 30505 Abrasion: LA Rattler (ASTM C535) 195.00$

30205 Drying Shrinkage Up to 28 Days: Three 3" x 3" or 4" x 4" Bars, Five Readings up to 28 Dry Days (ASTM C157)

450.00$ 70301 Atterberg Limits/Plasticity Index (ASTM D4318, CTM204) 150.00$

30230 Additional Reading, Per Set of Three Bars 45.00$ 70303 California Bearing Ratio Excluding Maximum Density (ASTM D1883): Soil

550.00$

30231 Storage over Ninety (90) Days, Per Set of Three Bars, Per Month

30.00$ 70304 California Bearing Ratio Excluding Maximum Density (ASTM D1883): Cement-Treated Soil

650.00$

30207 Setting Time Up to 7 Hours (ASTM C403) 125.00$ 70344 Cement-Treated Soil/Base Mix Design: includes three trial cement contents with three unconfined compressive strength specimens per cement content

3,000.00$

30209 Bleeding (ASTM C232) 125.00$ 70305 Chloride and Sulfate Content (CTM 417, CTM 422) 130.00$ 30229 Concrete Restrained Expansion (ASTM C878) 475.00$ 30403 Clay Lumps and Friable Particles (ASTM C142) 175.00$ 30211 Mix, Make and Test Mortar or Grout Specimens for

Compressive Strength: Set of 6 (ASTM C109, C942)400.00$ 30321 Cleanness Value: 1" x #4 (CTM 227) 175.00$

20263 Non-Shrink Grout: Height Change after Final Set (ASTM C1090)

450.00$ 30322 Cleanness Value: 1.5" x .75" (CTM 227) 275.00$

20265 Non-Shrink Grout: Height Change at Early Age (ASTM C827)

700.00$ 70393 Collapse Potential/Index (ASTM D5333) 175.00$

30232 Cracking Resistance, Set of Three Rings, Laboratory Trial Batching, Test Until Cracking or up to 28 Days (ASTM 1581)

5,000.00$ 70396 Compressive Strength of Molded Soil-Cement Cylinders (ASTM D1633)

105.00$

30233 Evaluation of Pre-Packaged Masonry Mortars (ASTM C270)

1,100.00$ 70309 Consolidation Test: Full Cycle (ASTM 2435, CTM 219) 195.00$

30234 Creep, ASTM C512 (One Year of Loading) 4,500.00$ 70311 Consolidation Test: Time Rate per Load Increment (ASTM D2435, CTM 219)

45.00$

70313 Corrosivity Series: Sulfate, CI, pH, Resistivity (CTM 643, 417, and 422)

245.00$

Task Code

Chemical Analysis and Petrographic Examination of Concrete Rate

70315 Crushed/Fractured Particles (ASTM D5821, CTM 205) 175.00$

80120 Chemical Analysis for Water Soluble Sulfates (ASTM C114) (includes sample prep)

130.00$ 70317 Direct Shear Test: Remolded and/or Residual (ASTM D3080)

245.00$


FEE PROPOSAL

TaskCode Soils and Aggregate Tests, continued Rate

TaskCode Soils and Aggregate Tests, continued Rate

70319 Direct Shear Test: Undisturbed - Slow [CD] (ASTM D3080) 225.00$ 30317 Unit Weight Per Cubic Foot (ASTM C29, CTM 212) 125.00$ 70321 Direct Shear Test: Undisturbed - Fast [CU]

(ASTM D3080)195.00$ 30319 Voids in Aggregate with Known Specific Gravity

(ASTM C29, CTM 212)125.00$

70378 Durability Index: Per Method - A,B,C, or D (CTM 229, ASTM D3744)

210.00$

70325 Expansion Index (ASTM D4829, UBC 18-2) 170.00$ TaskCode Asphalt Concrete Tests Rate

75004 Fine Aggregate Angularity (AASHTO T304, ASTM C1252, CTM 234)

185.00$ 75031 HMA Mixing and Preparation 125.00$

30507 Flat and Elongated Particle (ASTM D4791) 225.00$ 75032 HMA Mixing and Preparation with Aggregate Treatment 175.00$ 30508 Flat or Elongated Particle (ASTM D4791) 195.00$ 75033 Bulk Specific Gravity of Compacted Sample or

Core: SSD (CTM 308C and ASTM D2726)50.00$

70331 Maximum Density: Methods A/B/C (ASTM D1557, D698, CTM 216)

190.00$ 75036 Bulk Specific Gravity of Compacted Sample or Core: Parafin Coated (CTM 308A and ASTM D1188)

75.00$

70333 Maximum Density: Check Point (ASTM D1557, D698)

65.00$ 75040 Emulsion Residue, Evaporation (ASTM D244) 150.00$

70335 Maximum Density: AASHTO C [Modified] (AASHTO T-180)

195.00$ 75024 Extraction: % Bitumen (CTM 382, ASTM D6307) 160.00$

70337 Moisture Content (ASTM D2216,CTM 226) 25.00$ 75027 Extraction: % Bitumen and Gradation (CTM 382, CTM 202, ASTM D6307, ASTM D5444)

205.00$

70339 Moisture and Density: Ring Sample (ASTM D2937) 30.00$ 75028 Extraction: % Bitumen, Correction Factor (CTM 382, ASTM D6307)

325.00$

70341 Moisture and Density: Shelby Tube Sample (ASTM D2937)

40.00$ 75030 Chemical Extraction: % Bitumen and Sieve Analysis (ASTM D2172 Method A or B, ASTM D5444)

245.00$

70340 Moisture-Density Relations of Soil-Cement Mixtures Premixed in the Field (ASTM D558)

275.00$ 75042 Lab Tested Maximum Density: Hveem, 3 briquettes (CTM 304, CTM 308, ASTM D1561, ASTM D1188)

205.00$

70342 Moisture-Density Relations of Soil-Cement Mixtures Mixed in the Lab (ASTM D558)

350.00$ 75057 Hveem Stabilometer Test, Premixed, 3 briquettes (CTM 304, CTM 366, ASTM D1560, ASTM D1561)

205.00$

30401 Organic Impurities (ASTM C40, CTM 213) 90.00$ 75048 Lab Tested Maximum Density: Marshall, 3 briquettes (ASTM D6926,ASTM D2726)

205.00$

70343 Permeability (ASTM D5084) Quotation 75049 Lab Tested Maximum Density: Marshall 6'' Specimen, 3 briquettes (ASTM D5581, ASTM D2726)

215.00$

80001 Potential Reactivity: Chemical Method (ASTM C289) 475.00$ 75050 Lab Tested Maximum Density: Superpave Gyratory Compacted Briquette, SSD, 1 briquette (ASTM D6925, ASTM D2726)

75.00$

70394 Potential Reactivity: Mortar Bar Expansion Method, 14-Day Exposure (ASTM C1260)

750.00$ 75052 Lab Tested Maximum Density: Superpave Gyratory Compacted Briquette, Parafin, 1 briquette (ASTM D6925, ASTM D1188)

85.00$

70391 Potential Reactivity: Mortar Bar Expansion Method, 28-Day Exposure (ASTM C1260)

800.00$ 75051 Maximum Theoretical Specific Gravity [RICE] (CTM 309, ASTM D2041)

155.00$

70398 Potential Reactivity: Concrete Bar Expansion, Method (ASTM C1293), 12 month

2,400.00$ 75066 Marshall Stability and Flow, Cored Sample, each (ASTM D6927)

75.00$

70399 Potential Reactivity: Concrete Bar Expansion, Method (ASTM C1293), 24 month

2,600.00$ 75069 Marshall Stability and Flow, Premixed, 3 briquettes (ASTM D6926, ASTM D6927)

205.00$

70397 Potential Reactivity of Aggregate Combination, 14-Day Exposure, Mortar (ASTM C1567)

900.00$ 75106 Marshall Stability and Flow, Gyratory Compacted Specimen Pre-Mixed, 3 briquettes (ASTM D6925, ASTM D5581)

225.00$

70392 Potential Reactivity of Aggregate Combination, 28-Day Exposure, Mortar (ASTM C1567)

950.00$ 75107 Marshall Stability and Flow 6'' Specimen, Premixed, 3 briquettes (ASTM D5581)

215.00$

70345 R-Value: Soil (ASTM 2844, CTM 301) 375.00$ 75063 Moisture Content (CTM 370) 85.00$ 70347 R-Value: Aggregate Base (ASTM D2844, CTM 301) 410.00$ 75005 Wet Track Abrasion Test (ASTM D3910) 150.00$ 70349 Sand Equivalent (ASTM D2419, CTM 217) 125.00$ 75093 Hveem Mix Design (Excluding Aggregate Quality Tests) 3,000.00$ 70351 Sieve #200 Wash Only (ASTM D1140, CTM 202) 90.00$ 75096 Hveem Mix Design, with RAP (Excluding Aggregate

Quality Tests, RAP Qualification)3,300.00$

70353 Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM D422, CTM 203)

250.00$ 75099 Hveem Mix Design, with Lime (Excluding Aggregate Quality Tests)

3,550.00$

70355 Sieve with Hydrometer: Sand to Clay (ASTM D422, CTM 203)

240.00$ 75094 Hveem Mix Design Caltrans Untreated Mix (Including Aggregate Quality Tests)

4,200.00$

70357 Sieve Analysis Including Wash (ASTM C136, CTM 202) 150.00$ 75095 Hveem Mix Design Caltrans Lime Treated Mix (Including Aggregate Quality Tests)

4,300.00$

70359 Sieve Analysis Without Wash (ASTM C136, CTM 202) 120.00$ 75084 Marshall Mix Design (Excluding Aggregate Quality Tests) 3,000.00$ 70360 Sieve Analysis: Split Sieve (ASTM C136, CTM 202) 240.00$ 75087 Marshall Mix Design with RAP (Excluding Aggregate

Quality Tests)3,300.00$

70361 Sieve Analysis Without Wash: With Cobbles (ASTM C136, CTM 202)

235.00$ 75090 Marshall Mix Design with Lime (Excluding Aggregate Quality Tests)

3,550.00$

70363 Soundness: Sodium or Magnesium Sulfate, 5 Cycles (ASTM C88)

450.00$ 75083 Open Grade Asphalt Concrete Mix Design (CTM 368, ASTM D7064)

1,350.00$

70365 Specific Gravity and Absorption: Coarse (ASTM C127, CTM 206)

100.00$ 75109 Superpave Mix Design (Excluding Aggregate Quality Tests) 4,770.00$

70367 Specific Gravity and Absorption: Fine (ASTM C128, CTM 207)

165.00$ 75113 Superpave Mix Design, with RAP (Excluding Aggregate Quality Tests)

6,090.00$

70369 Swell/Settlement Potential: One Dimensional (ASTM D4546)

105.00$ 75114 Superpave Mix Design, with Rubber (Excluding Aggregate Quality Tests)

6,200.00$

70371 Triaxial Quotation70373 Unconfined Compression (ASTM D2166, CTM 221) 135.00$


FEE PROPOSAL

TaskCode Asphalt Concrete Tests, continued Rate

TaskCode

Concrete Roof Fill: Gypsum, Vermiculite, Perlite, Lightweight Insulating Concrete, Etc. Rate

75115 Superpave Mix Design, with Additives (Excluding Aggregate Quality Tests)

5,590.00$ 20371 Compression Test (ASTM C495 and C472) 40.00$

75075 Effect of Moisture on Asphalt Paving Mixtures, Pre-Mixed (AASHTO T283, ASTM D4867)

900.00$ 20373 Air Dry Density (ASTM C472) 30.00$

75111 Hamburg Wheel Track Test, 20,000 passes, 4 briquettes (AASHTO T324)

1,000.00$ 20379 Oven Dry Density (ASTM C495) 55.00$

75039 Raveling Test of Cold Mixed Emulsified Asphalt (ASTM D7196)

200.00$

75067 Marshall Stability, wet set, 3 replicates (AASHTO T 245) 325.00$ TaskCode Reinforcing Steel, ASTM A615, A706 Rate

75068 Marshall Stability, dry set, 3 replicates (AASHTO T 245) 275.00$ 20501 Tensile Test: # 11 or Smaller 55.00$ 75070 Cold Recycled Asphalt Mix Design: 2 gradings each, 3

emulsion content (Caltrans LP-8)9,500.00$ 20503 Bend Test: # 11 or Smaller 50.00$

20504 Bend Test #14 or #18 300.00$ TaskCode Brick Masonry Tests, ASTM C67 Rate

20505 Tensile Test: # 14 200.00$

20301 Modulus of Rupture: Flexural (5 Required Per ASTM) 45.00$ 20507 Tensile Test: # 18 300.00$ 20303 Compression Strength (3 Required Per ASTM) 45.00$ 20305 Absorption: 5 Hour or 24 Hour (5 Required) 50.00$ Task

Code Reinforcing Steel - Welded or Coupled Specimens Rate20307 Absorption (Boil): 1, 2 or 5 Hours (5 Required) 60.00$ 20521 Tensile Test: Welded/Coupled #11 and Smaller 65.00$ 20309 Initial Rate of Absorption (5 Required) 40.00$ 20523 Tensile Test: Welded/Coupled #14 225.00$ 20311 Efflorescence (5 Required) 60.00$ 20525 Tensile Test: Welded/Coupled #18 325.00$ 20313 Cores: Compression 55.00$ 20529 Weld: Macroetch 70.00$ 20315 Shear Test on Brick Cores: 2 Faces 80.00$ 20531 Slippage Test - Caltrans (CTM 670) 180.00$

20532 Tensile Test: Welded Hoops #11 and Smaller 125.00$ TaskCode Concrete Block, ASTM C140 Rate20321 Compression (3 Required Per ASTM) 80.00$ Task

Code Metal and Steel Testing Rate20323 Absorption/Moisture Content/Oven Dry Density

(3 Required Per ASTM)80.00$ 20601 Tensile Strength: Up to 100K Pounds (Each) 55.00$

20327 Linear Shrinkage (ASTM C426) 200.00$ 20603 Tensile Strength: Up to 200K Pounds (Each) 65.00$ 20335 Web and Face Shell Measurements 40.00$ 20605 Tensile Strength: Up to 300K Pounds (Each) 75.00$ 20329 Tension Test 150.00$ 20607 Tensile Strength: Up to 400K Pounds (Each) 125.00$ 20331 Core Compression 55.00$ 20609 Tensile Strength: 400K to 600K Pounds (Each) 300.00$ 20333 Shear Test of Masonry Cores: 2 Faces 75.00$ 20611 Tensile Strength: Stress-Strain Percent Offset 150.00$ 20339 Efflorescence Tests (3 Required) 40.00$ 20545 Weld: Macroetch 70.00$

20547 Weld: Fracture 30.00$ TaskCode Masonry Prisms, ASTM C1314 Rate

20615 Bend Test 46.00$

20341 Compression Test: Composite Masonry Prisms Up To 8" x 16"

185.00$ 20617 Flattening Test 55.00$

20343 Compression Test: Composite Masonry Prisms Larger Than 8" x 16"

245.00$ 20619 Brinnel and Rockwell Hardness Test (ASTM E18) (Per Test)

75.00$

20346 Prism Cord Modulus of Elasticity 525.00$ 20630 Bolt: Axial Tensile Test (Up to 7/8" diameter) 40.00$ 20347 Prism Cord Modulus of Elasticity with Transverse

Strain (for double-wythe specimen)630.00$ 20631 Bolt: Wedge Tensile Test (Up to 7/8" diameter) 55.00$

20632 Bolt: Axial Tensile Test (Greater than 7/8" up to 1" diameter)

60.00$

TaskCode Mortar and Grout Rate

20633 Bolt: Wedge Tensile Test (Greater than 7/8" up to 1" diameter)

75.00$

20351 Compression: 2" x 4" Mortar Cylinders (ASTM C780) 55.00$ 20634 Bolt: Axial Tensile Test (Greater than 1" diameter) Quotation20353 Compression: 3" x 3" x 6" Grout Prisms,

Includes Trimming (ASTM C119)32.00$ 20635 Bolt: Wedge Tensile Test (Greater than 1" diameter) Quotation

20355 Compression: 2" Cubes (ASTM C109) 55.00$ 20636 Bolt: Proof Load Test (Up to 7/8") 65.00$ 20357 Compression: Cores (ASTM C42) 55.00$ 20637 Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter) 85.00$

20638 Bolt: Proof Load Test (Greater than 1") QuotationTaskCode Masonry Specimen Preparation Rate

20639 Nut: Proof Load Test (Up to 7/8") 45.00$

20155 Cutting of Cubes or Prisms 50.00$ 20640 Nut: Proof Load Test (Greater than 7/8" up to 1" diameter) 65.00$ 20641 Nut: Proof Load Test (Greater than 1") Quotation

TaskCode Fireproofing Tests Rate

TaskCode Chemical Testing of Metal and Steel Rate

20401 Oven Dry Density (Per Sample) (ASTM E605) 65.00$ 80170 Steel Chemical Analysis 135.00$ 80173 Weight of Galvanized Coating (ASTM A90) 75.00$

TaskCode Gunite and Shotcrete Tests Rate20361 Core Compression Including Trimming (ASTM C42) 55.00$ 20363 Compression: 6" x 12" Cylinders 32.00$ 20365 Compression: Cubes (Includes Saw Cutting) 74.00$


FEE PROPOSAL

TaskCode

Machining and Preparation of Tensile and Bend Sample: Carbon Steel Rate

TaskCode Polymer Matrix Composite Materials (Fiberwrap) Rate

20751 Machinist: Initial Preparation from Mock-up, Etc. (Per Hour)

90.00$ 20706 Tensile Strength – Set of 5 Specimens/batch/direction (ASTM D3039)

1,350.00$

20753 Sawcut to Overall Width (Per 0.5" Thickness or Fraction Thereof)

45.00$ 20707 Tensile Strength – Additional Specimens (ASTM D3039)

250.00$

20755 Machine to Test Configuration: Milled Specimens 60.00$ 20708 Heating Chamber Time – Per 24 hr period 85.00$ 20757 Machine to Test Configuration: Turned Specimens

(Per 0.5" Thickness or Fraction Thereof)120.00$

20759 Prepare Subsize Specimens (Per 0.5" Thickness or Fraction Thereof)

75.00$ TaskCode Calibration Services and Universal Machine Usage Rate20801 Calibration/Verification Services Quotation

Task Charpy Impact Rate 20803 Universal Test Machine Usage (Per Hour) 275.00$ 20621 Charpy Impact Ambient Temperature, per sample

(Average of 3 Samples Typically Required)85.00$

20623 Charpy Impact Reduced Temperature, per sample (Average of 3 Samples Typically Required)

105.00$

Task Machining of Charpy Samples: Carbon Steel Rate20780 Cutting and Milling (Per 0.5" or Fraction Thereafter)

(Average of 3 Samples Typically Required)75.00$

20783 Final Machining to Sample Configuration (Average of 3 Samples Typically Required)

85.00$ Quotation

Quotation

TaskCode

Prestressing Wires and Tendons, ASTM A416 Rate

Quotation

20701 Stress-Strain Analysis: Wire or Strands (Including Chart and Percent Offset)

170.00$ Quotation

20703 Tensile Test Only 125.00$ Quotation20705 Tendons Quotation Quotation

QuotationQuotation

NOTE: Field inspection work conditions are established by contract with Operating Engineers, Local 12.NOTE: A minimum of 24 hours notice is required for testing and inspection services.NOTE: For projects subject to a Project Labor Agreement (PLA), if terms/conditions of the PLA are more restrictive those terms/conditions will apply.

Administrative Fees4%

Minimum Charges (Inspection and Technician Personnel Only - Other Personnel Charged on Portal to Portal Basis)2-Hour Minimum: Inspector arrives at jobsite, no work to perform.4-Hour Minimum: 1 to 4 hours of inspection8-Hour Minimum: Over 4 to 8 hours of inspection

Regular TimeThe first 8 hours worked Monday through Friday between 5:00 a.m. and 5:00 p.m.

Time and One-Half (All Types of Inspection)

Double Time (All Types of Inspection)

Meal Period

Shift Differential (Applies to Regularly Scheduled Shifts Only)

If three shifts per day are required, the first shift will be billed at the standard rate. The second shift shall be billed in accordance with the previous paragraph. The third shift shall be billed at 8 hours for the first 6 1/2 hours worked and overtime for all hours thereafter.

Note that hard copies of reports will be sent only to governing jurisdictions that mandate them. All other parties will receive reports electronically. The administrative fee above will be increased by 1% if additional hard copies of reports are requested.

All shifts will be billed based on the time and date of their start. Any increment past 8 hours through 12 hours worked Monday through Friday and the first 12 hours on Saturday. Time and one-half will also be charged for any time before 5:00 a.m. and after 5:00 p.m.

Engineering and Technical supports/Design of Prototypes and Special Test Set-UpFastener/Coupling Full Testing Program Per New Regulations: Tension, Tension/Bend, Shear, Double Shear, 8 Compressions

Materials and/or Product Evaluation Per SpecificationsStructural Dynamic Testing and Durability Analysis

All administrative costs including report distribution and Twining ConstructionHive system are billed at the following percentage of the monthly invoice total:

A $1.00 per hour shift differential premium will be charged for all inspection hours that fall outside of the 5:00 a.m. to 5:00 p.m. time period. Twining will require 48-hour notice prior to beginning a shift that will include hours falling outside this time period. Should this notice not be provided, all work performed on that shift will be billed at the overtime rate.

Ceramic Tile Testing DivisionThe Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request.

In-Place Shear Testing

All shifts will be billed based on the time and date of their start. After the first 12 hours worked Monday through Saturday, all day Sunday, holidays, and the first Saturday following the first Friday in June and December. Holidays are New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the day after Thanksgiving, and Christmas Day.

When personnel are required by their duties to work more than five consecutive hours without a one-half hour uninterrupted meal period, one half hour at double time rate will be charged in addition to any applicable overtime for actual hours worked.

General Conditions

Fiberglass/Composite Materials Field Testing Program (ASTM D4065, D1143, D4923, D2584, D4476, D1242, D7901, D7921, and D732)Field Testing of Structures and Structural Elements

Cyclic and Fatigue Testing Programs on Special Products/Parts


FEE PROPOSAL

Travel Time and MileageFor projects outside a 50-mile radius from the nearest Twining facility, 0.70$

Saturday Sample Pick-Ups

Reimbursable ExpensesParking, air fare, car rental, food and lodging, etc. will be charged at cost plus 20% per processed invoice, unless provided by client.

Project Specific Documents

Project Site Facilities

SubsistenceSubsistence on remote jobs will be charged per quotation.

Laboratory Testing Hours

Charges for Subcontracted ServicesMaterial sent to outside laboratory for testing: Cost plus 20%Material sent to outside fabricator or machine shop: Cost plus 20%Glu-Lam beam inspection: Cost plus 20%Other subcontractors: Cost plus 20%Project exclusive equipment purchase: Cost plus 20%

Limit of Liability

Certified Payroll

Final Reports Required by Jurisdiction

Terms of Payment

Specimen Disposal

Oversize SpecimensAn extra charge will be made when test specimens require more than one person to handle because of size or weight.

Elevated Work PlatformsIn the event an elevated work platform is required to safely complete our inspections, the client must provide safe access, including a trained and certified operator, to Twining, Inc. inspection and testing personnel.

In the event of any litigation arising from or related to any agreement to provide services whether verbal or written, the prevailing party shall be entitled to recover from the non-prevailing party all reasonable costs incurred, including staff time, court costs, attorney's fees and all other related expenses in such litigation. Additionally, in the event of a non-adjudicative settlement of litigation between the parties or a resolution of dispute by arbitration, that same process shall determine the prevailing party.

Specimens will be discarded after testing unless Twining has been notified prior to testing that the customer wishes to retrieve the specimens or storage arrangements are made.

In order to be in strict conformance with testing standards, it may be required that Saturday pick-ups be performed (e.g. concrete specimens cast on Friday must be picked up on Saturday in order to be in conformance with ASTM C31 requiring specimens to be moved to their final curing location within 48 hours of casting.) Applicable charges for Saturday work will apply when this is required. Should these charges not be authorized then Twining will not be responsible for any negative consequences.

Costs presented assume that client will provide project specific documents (plans, specifications, submittals, RFIs, etc.) for all inspection personnel. Should project specific documents be provided electronically through a for fee service, the client will be responsible for providing access and paying any fees for the service.

Please note that laboratory testing will be billed on an hourly basis for non-standard tests. If testing is required to be performed on Saturdays, Sundays, holidays, or before 5:30 a.m. or after 4:00 p.m. on weekdays, an additional hourly charge with a minimum of one hour will be applied for the laboratory technician. 1.5 x regular test rate will be charged for rush testing.

Prices quoted assume that initial curing facilities for test samples that comply with relevant test standards and project requirements and desk space for inspection staff are provided by others. Additional costs will apply should Twining be required to provide such facilities.

Certified payroll will be provided, upon request, at an additional charge of $100.00/month. Fee applies to every month that certified payroll must be submitted regardless of whether or not services were provided for any given month.

per excess mile to and from the project will be charged for inspectors and technicians.Other than small tools, whenever project related equipment is required to be transported to and from the project site, time and mileage for inspectors and field technicians will be billed on a portal to portal basis. For all projects, our per mile rate and applicable travel time will be charged portal to portal for engineers, consultants, supervisors, and laboratory technicians from the laboratory to the project site and return.

Fees charged are for professional and technical services and are due upon presentation. If not paid within 30 days from date of invoice, they are considered past due and a finance charge of 1½% per month will be added to the unpaid balance (APR 18%).

A 3% fee will be applied for payments processed by credit card.

All invoice errors or necessary corrections shall be brought to the attention of Twining within 15 days of receipt of invoice. Thereafter, customer acknowledges invoices are correct and valid. Twining reserves the right to terminate its services to a customer without notice if all invoices are not current. Upon such termination of services, the entire amount accrued for all services performed shall immediately become due and payable. Customer waives any and all claims against Twining, its subsidiaries, affiliates, servants and agents for termination of work on account of these terms.

If a final report or affidavit is required, we must first review all inspection and testing reports and clear up any unresolved issues on these reports. These issues will typically require approval by the engineer or architect of record. This process can take several weeks or just a day, depending on the number and complexity of the issues. Cost for final reports will be billed hourly.

Client agrees to limit Twining's aggregate liability to all entities for alleged or actual errors and omissions in the performance of its professional services under this agreement to $50,000.00 or the fees actually paid to Twining, whichever amount is greater. Higher limits may be available by quotation.

For work locations located 100 miles or more from Twining, travel time will be charged at the relevant rate for inspectors and technicians in addition to a subsistence allowance.

General Conditions, continued

SECTION 6

Required Forms

Twining, Inc. | City of Corona I

APPENDICESPROPOSAL CHECKLIST

F Letter of Transmittal

F Technical Proposal

F Licensing/Certifications

F Price Form

FORMS CHECKLIST

All forms below are included on the following pages F Non-Collusion Declaration

F Acknowledgment of the Terms and Conditions of the City of Corona Professional Services Agreement

F Insurance Requirements Check Sheet Acknowledgment

F Vendor Performance Evaluation Form Acknowledgment

F Consultant’s Safety Record

Twining, Inc. | City of Corona II

RFP No. 19-016CA Section V. “Proposal Content and Forms” - Pg 5 of 15 On-Call Engineering and Professional Services Contracts

PARTY SUBMITTING PROPOSAL: ______________________

NON-COLLUSION DECLARATION (TO BE EXECUTED BY CONSULTANT AND SUBMITTED WITH PROPOSAL)

The undersigned declares: I am the _________________________________________________ [title] of

___________________________________ [proposer], the party making the foregoing proposal. The proposal is not made in the interest of, or on behalf of, any undisclosed person,

partnership, company, association, organization, or corporation. The proposal is genuine and not collusive or a sham. The proposer has not directly or indirectly induced or solicited any other proposer to put in a false or sham proposal. The proposer has not directly or indirectly colluded, conspired, plotted, or agreed with any proposer or anyone else to put in a sham proposal, or to refrain from submitting a proposal. 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. All statements contained in the proposal are true. 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 thereto, to any corporation, partnership, company, association, organization, proposal depository, or to any member or agent thereof to effectuate a collusive or sham proposal, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a proposer that is a corporation,

partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the proposer.

I declare under penalty of perjury under the laws of the State of California that the

foregoing is true and correct and that this declaration is executed on ____________________ [date], at ________________________________ [city], _________________________[state].

____________________________________

Signature ____________________________________

Typed or Printed Name ____________________________________

Title ____________________________________

Party Submitting Proposal

Twining, Inc.

Vice President of Geotechnical OperationsTwining, Inc.

December 19, 2018Long Beach California

Paul Soltis PE, GE


Twining, Inc.

Twining, Inc. | City of Corona III

Twining, Inc. | City of Corona IV


ACKNOWLEDGMENT OF THE TERMS AND CONDITIONS OF THE CITY OF CORONA PROFESSIONAL SERVICES AGREEMENT

(To be Completed and Submitted with Consultant’s Proposal)

This is to acknowledge that we have read the City of Corona Professional Services Agreement and will sign the Agreement, as presented, without exception, for the City’s RFP No. 19-016CA. ______________________________________________________________________________ (Firm name) ______________________________________________________________________________ (Print name and title of person signing for firm) ______________________________________________________________________________ (Signature/date)

Twining, Inc.

December 19, 2018

Paul Soltis PE, GE, Vice President of Geotechnical Operations

Twining, Inc. | City of Corona V

Twining does not has a deductible and/or self insured retention on our workers compensation policy.


ACKNOWLEDGMENT OF THE INSURANCE REQUIREMENTS CHECK SHEET


This is to acknowledge that we have reviewed the City of Corona Insurance Requirements Check Sheet and understand that we will be able to provide the insurance coverage required. A sample certificate of insurance is enclosed for the City’s preliminary review. Any deductibles or self-insured retention amounts have been specified below for City’s review and approval. Deductible Amounts/Self-insured Retentions:

________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________

______________________________________________________________________________ (Firm name) ______________________________________________________________________________ (Print name and title of person signing for firm) ______________________________________________________________________________ (Signature/date)

Twining, Inc.

December 19, 2018


Twining, Inc. | City of Corona VI

The ACORD name and logo are registered marks of ACORD

CERTIFICATE HOLDER

© 1988-2014 ACORD CORPORATION. All rights reserved.ACORD 25 (2014/01)

AUTHORIZED REPRESENTATIVE

CANCELLATION

DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE

LOCJECTPRO-POLICY

GEN'L AGGREGATE LIMIT APPLIES PER:

OCCURCLAIMS-MADE

COMMERCIAL GENERAL LIABILITY

PREMISES (Ea occurrence) $DAMAGE TO RENTEDEACH OCCURRENCE $

MED EXP (Any one person) $

PERSONAL & ADV INJURY $

GENERAL AGGREGATE $

PRODUCTS - COMP/OP AGG $

$RETENTIONDED

CLAIMS-MADE

OCCUR

$

AGGREGATE $

EACH OCCURRENCE $UMBRELLA LIAB

EXCESS LIAB

DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

INSRLTR TYPE OF INSURANCE POLICY NUMBER

POLICY EFF(MM/DD/YYYY)

POLICY EXP(MM/DD/YYYY) LIMITS

PERSTATUTE

OTH-ER

E.L. EACH ACCIDENT

E.L. DISEASE - EA EMPLOYEE

E.L. DISEASE - POLICY LIMIT

$

$

$

ANY PROPRIETOR/PARTNER/EXECUTIVE

If yes, describe underDESCRIPTION OF OPERATIONS below

(Mandatory in NH)OFFICER/MEMBER EXCLUDED?

WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY Y / N

AUTOMOBILE LIABILITY

ANY AUTOALL OWNED SCHEDULED

HIRED AUTOSNON-OWNED

AUTOS AUTOS

AUTOS

COMBINED SINGLE LIMIT

BODILY INJURY (Per person)

BODILY INJURY (Per accident)PROPERTY DAMAGE $

$

$

$

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE 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.

INSDADDL

WVDSUBR

N / A

$

$

(Ea accident)

(Per accident)

OTHER:

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject tothe terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to thecertificate holder in lieu of such endorsement(s).

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

INSURED

PHONE(A/C, No, Ext):

PRODUCER

ADDRESS:E-MAIL

FAX(A/C, No):

CONTACTNAME:

NAIC #

INSURER A :

INSURER B :

INSURER C :

INSURER D :

INSURER E :

INSURER F :

INSURER(S) AFFORDING COVERAGE

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS.

2/1/2018

Dealey, Renton & AssociatesDRA License 0020739P. O. Box 10550Santa Ana CA 92711-0550

714-427-6810 714-427-6818

Travelers Property Casualty Co of Ameri 25674StarStone National Insurance Company

Twining, Inc.PO BOX 47Long Beach CA 90801

Berkley Insurance Company 32603

1967875149

A X 1,000,000X 300,000

5,000

1,000,000

2,000,000

X

Y Y 6301E077052 2/1/2018 2/1/2019

2,000,000

A 1,000,000X

XX

Y Y 8101E074049 2/1/2018 2/1/2019

A X X 1,000,000Y Y CUP0J750759

1,000,000

2/1/2018 2/1/2019

B Y T10180480 2/1/2018 2/1/2019 X1,000,000

1,000,000

1,000,000C Professional Liability

Claims MadeAEC902066500 2/1/2018 2/1/2019 $2,000,000

$2,000,000Claims MadeAnnl. Aggr.

General Liability policy excludes claims arising out of the performance of professional services.

30 Day NOC/10 Day for NonPay of Prem

For Proposal Only.. . .

Twining, Inc. | City of Corona VII


City of Corona RFP Insurance Requirements Check List

Circle One Applicable Can your company provide General Liability - $1M occurrence/$2M aggregate? Yes No YES Can your company provide Automobile Liability - $1M? Yes No YES Can your company provide Workers Compensation and Employer's Liability - $1M? Yes No YES Can your company provide Errors and Omissions (Professional) Liability Insurance - $1M occurrence or claim/$2M aggregate? Yes No YES

Can your company provide Technology Professional Errors and Omissions Liability Insurance - $2M occurrence or $2M aggregate? N/A NO

Can your company provide Builders'/All Risk for the completed value of the project naming the City as the loss payee? N/A NO

Can your company provide Contractor’s Pollution Liability and Transportation Pollution Liability with minimum limits of $1 million/$2 million with a primary Additional Insured endorsement?

N/A NO

Can your company provide coverage with an insurer with a current A.M. Best’s rating no less than (A-):VII and licensed as an admitted insurance carrier in California ?

Yes No YES

Can your company provide coverage with an insurer with a current A.M. Best’s rating no less than (A-):X and authorized to issue the required policies in California?

Yes No YES

Insurance Endorsements

General Liability (Occurrence form CG 0001) Circle One Applicable

Will your company provide an insurance policy that states the City, its directors, officials, officers, employees, agents, and volunteers shall be covered as additional insured with respect to liability arising out of work or operations performed by or on behalf of the Contractor, including materials, parts or equipment furnished in connection therewith?

Yes No YES

Will your company provide an insurance policy that states any person or organization whom you have agreed to include as an additional insured under a written contract provided such contract was executed prior to the date of loss?

Yes No YES

Can your company provide Completed Operations as evidenced with the following endorsements?

YES

Endorsement form CG 20 10 11 85 -OR- Yes No YES CG 20 37 and one of the following Yes No YES CG 20 10 Yes No YES CG 20 26 Yes No YES CG 20 33 Yes No YES CG 20 38 Yes No YES

or equivalent

1

2

2

2

2

Twining, Inc. | City of Corona VIII


Will your company provide a General Liability endorsement stating that the insurance coverage shall be primary and any City insurance will be in excess of the consultant's insurance and will not be called upon to contribute? Endorsement Form shall be as broad as CG 20 01 04 13.

Yes No YES

Automobile Liability Circle One Applicable

Does your insurance cover owned automobiles with Form number CA 0001 code 1 (any auto)?

Yes No YES

If your company does not have owned automobiles, does your insurance cover No Owned Autos Code 8 (hired) and 9 (non-owned)?

Yes No YES

Workers' Compensation

Will your company provide a waiver for all rights of subrogation against the City, its directors, officials, officers, employees, agents, and volunteers for losses paid under the terms of the insurance policy which arise from work or Services performed by the Consultant?

Yes No YES

Will your company provide a Waiver of Subrogation – All Other Policies. Consultant hereby waives all rights of subrogation any insurer of Consultant’s may acquire against the City, its directors, officials, officers, employees, agents, and volunteers for losses paid under the terms of any insurance policy which arise from work or Services performed by the Consultant?

Yes No YES

Will your insurance policies have a (30) days' notice of cancellation endorsement? Yes No YES

If your firm is unable to provide a (30) day notice of cancellation will your firm sign a City provided statement that the Vendor shall notify the City within two business days any notice of cancellation?

Yes No YES

Does your insurance have any deductibles and/or self-insurance retentions? Yes No YES Professional Liability

Can your company provide errors and omissions liability insurance appropriate to its profession with minimum limits of $1,000,000 per occurrence or claim/$2,000,000 aggregate?

Yes No YES

Is the coverage on a claims-made basis? Yes No YES If the coverage is on a claims-made basis, can you maintain and provide evidence of insurance for a period of five (5) years or purchase extended reporting coverage if coverage is not renewed?

Yes No YES

Use the space below to explain any "No" responses.

Not applicable

1. All insurers carry an A.M. best rating of (A-):X or higher, however the professional liability insurance provider may not be an admitted insurance carrier in California.

2. Endorsement numbers CG20101185, CG2026, CG2033, and CG2038 are not available.

3. We do not have a deductible and/or self-insured retention on our workers compensation policy.

3

Twining, Inc. | City of Corona IX


ACKNOWLEDGMENT OF THE VENDOR PERFORMANCE EVALUATION FORM

This is to acknowledge that we have read the City of Corona Vendor Performance Evaluation Form and understand a version of this type of form will be used to provide the basis for periodic assessments by the City to establish contract performance metrics. ______________________________________________________________________________ (Firm name) ______________________________________________________________________________ (Print name and title of person signing for firm) ______________________________________________________________________________ (Signature/date)

Twining, Inc.

December 19, 2018


Twining, Inc. | City of Corona X


INDUSTRIAL SAFETY RECORD


Number of OSHA Violations within the last 5 years (must state zero if none): ___ Serious ___ Willful ___ Repeat ___ Other ___ Unclass _____ Total

Firm Name (Print) Signature Name and Title (Print) Date

1 0 0 0 0 1

December 19, 2018

Twining, Inc.


Thank you for your consideration.