Anaheim City Council
March 19, 2024

Smith-Emery Laboratories, Inc.
1197 North Tustin Avenue Ana heim, CA 92807
Phone: (213) 749-3411
smithemery.com
On-Call MaterialsTesting,Deputy Inspections
and Environmental Engineering Services
January 30, 2024
TESTING | INSPECTION | GEOTECH | ENVIRONMENTAL | CHEMICAL

SMITH-EMERY LABORATORIES, INC.

A n Independent Commercial Testing Laboratory, Established 1904 1197 N orth Tustin Avenue Phone: (714) 749-3411
Anaheim, CA 92807 Fax: (714) 741-8620
S
amantha Bahena, Contract Administration January 30, 2024 City of Anaheim
Department of Public Works
Re: RFP On-Call Materials Testing, Deputy Inspections & Environmental Engineering Services for the Construction of Capital Improvement Projects
Dear Samantha,
SMITH-EMERY LABORATORIES, INC. appreciates the opportunity to submit our proposal to provide Materials Testing, Inspections and Environmental services for the City of Anaheim Department of Public Works (City). Smith- Emery has 120 years of experience providing these services in support of cities, ports, airports, Caltrans and other public agencies across California. The value provided by selecting SEL will be a combination of personnel, resources, and efficiency, which include local personnel to service your projects, guaranteed response times, and around-the-clock laboratory resources.

SEL’s local workforce consists of 250 engineers, geologists, inspectors and technicians assigned to projects based on their credentials and capabilities. They are cross trained and hold multiple certifications including Caltrans, ICC, ACI, AWS, ASNT, NACE, DSA, HCAi (OSHPD) and many others allowing us to provide value-for-service, minimizing project costs.

PROJECT MANAGEMENT: Mr. Robert Greeley with over 40 years of experience with SEL is the assigned Operations Manager and primary point of contact. His experience with on-call contracts has been honed by providing testing and inspection services throughout Southern California for our public works projects including Cities of Irvine, Fullerton, Westminster, Port of Long Beach to name a few. Mr. Greeley is knowledgeable with all the processes and procedures required to get staff on-site. He will ensure adherence to the QA/QC plan and will work closely with the City’s Project Team to identify staffing needs, mobilize resources and get qualified staff on site based on the needs of the project schedule. Rob works in our Anaheim location and can be contacted 24/7 at (714) 231-2049 or by email at [email protected].

Mr
. Simon Bittar, PE, Senior Engineer, will be the Lead Project Manager overseeing Geotechnical services. Mr.

Bittar has over 25 years of experience performing Geotechnical Investigations for our public works contracts and this experience enables him to provide his expertise based on the technical requirements of each project. Simon can be contacted at (213) 792.3030 or by email at [email protected].

Ms
. Ayesha Syeda, Environmental Engineer with 30 years of experience is the lead for our Environmental services including a wide range of experience in conducting Phase I Environmental Site Assessment in compliance with ASTM guidelines, Phase II Site Assessments, Hazardous Building Surveys and Sample Collections and Laboratory Analysis with Published Analytical Methods.

SPECIALIZED EXPERIEMCE: Our full-service Engineering team consists of licensed Geotechnical, Soils & Environmental Engineers, Geologists and multi-certified deputy inspectors and technicians. We have trained, tested, and field-ready technicians giving you the confidence that projects will be fully staffed and ready to respond quickly and efficiently to your project needs.

LABORATOTRY CAPABILITIES: SEL has the largest laboratory resources on the west coast by square footage and volume of tests run, including the largest construction materials testing facility in CA owned and operated by a CA Registered Civil Engineers. On this basis, SEL stands behind testing accuracy and provides the engineering and lab accreditations to assure clients of its testing reliability. For this contract, our professional and laboratory services will be provided through our full-service laboratory in Anaheim.

COMMUNITY WORKFORCE AGREEMENT: SEL is accustomed to working on projects with a CWA and has staff and resources available to support the City of Anaheim on any projects that require “covered work” under this agreement.

We understand the City of Anaheim intends to select more than one qualified consulting engineering firm on an “on-call as required on a short notice basis” to provide soils testing and inspection, geotechnical engineering, deputy inspection, material testing and environmental engineering for City’s Capital construction contracts. We have reviewed the RFP in its entirety and have verified that SEL is in compliance with no exceptions. This is to confirm receipt of Addendum 1, dated 1/16/2024 and Addendum 2, dated1/24/2024.

Thank you for giving us the opportunity to present our qualifications to you. We are confident that we will meet - and exceed - your expectations - both in the field and through our laboratory services. We are looking forward to working with the City on this contract.

Firm Information:

Legal Name: Smith-Emery Laboratories, Incorporated (Inc.) Legal Entity: DIR 1000017350 | A California Corporation, ID# C2132068

Respectfully,

William Partridge
Vice President
(213).749.3411 | [email protected]

1. SCOPE OF SERVICES
F
ounded in 1904, Smith Emery Company is the oldest and largest inspection & testing company on the West Coast and remains the only major commercial independent testing laboratory firm to be wholly owned and managed by a Registered Civil Engineer . With a staff of more than 40 0+ licensed engineers and geologists, inspectors, technicians, and administrative support in offices throughout the state, Smith -Emery has developed a reputation of delivering unmatched services t hat continually exceed client expectations.

F
or this project, we will provide On -Call as required on a short notice, Materials Testing, Deputy Inspections and Environmental Engineering services out of our office and laboratory in Anaheim.

Mr. Robert Greeley, Operations Manager with 40 years of experience will be the Project Manager and our point of contact.

Having a central contact will facilitate the City’s ease of access to resources. With all resources under one umbrella, there will be no delay in getting the right person to the job site since Rob will have access to our deep resources – local and company-wide.

C
ertified, Trained Field Staff
Smith-E mery has a large team of certified personnel. We invest in our people to make sure we have certified testers with a breadth of testing certifications to cover any circumstance that may arise in the field. Our staff are certified in CALTRANS, ACI, ICC, DSA, OSHPD, as well as staff trained in nuclear gauge operation.

L
aboratory Capabilities
Smith-Emery has two (2) large, fully accredited testing laboratories in Anaheim and Los Angeles which will mean that you always have access to timely and responsive services. All laboratory testing services under this contract will be performed by experienced personnel in laboratories certified to comply with ASTM E -329 (Standard Specification for Agencies Engaged in Construction Inspection, Special Inspection, or Testing Materials Used in Construction). Our laboratories are also certified by AASHTO Accreditation Program (AAP), California Department of Transportation (CALTRANS), Los Angeles City (LADBS) and Division of the State Architect (DSA) and HCAi (OSHPD).

Smith-Emery participates in the AMRL, AASHTO, and CCRL . Participation in these programs enables us to review the accuracy of our testing with a national pool of laboratories. Comparison data is made for soils, aggregates, asphalt, concrete and masonry, and our Laboratory Manager will review any report issued from the Reference Sample Program.

Any required changes will be made in procedures and equipment to endure the testing methods and procedures.

We Will Meet the Schedule
We know how to structure our part of the work for concurrent activities, as well as making sure there are enough resources on site & in the laboratory to get the work done. Our philosophy is to “keep the lights on” – 24 hours per day, seven days a week if the schedule demands it – we will always say yes to working to the schedule.

Smith-Emery Laboratories, Inc.

Founded April 1904 in San Francisco, CA
Family-owned/operated S-Corporation
Years in Business: 120
Principal-In-Charge: James E. Partridge, PE
7 offices – providing support, technical expertise
400+ Inspectors
15 Project Managers
8 Project Engineers
2 Geotechnical Engineers
3 Registered Geologists
30 Laboratory Technicians
Smith-Emery Company, Los Angeles, CA
Smith-Emery Laboratories, Anaheim, CA
Smith-Emery San Francisco, San Francisco, CA
Smith-Emery San Francisco, Hanford, CA
Smith-Emery Laboratories, New York, NY
Smith-Emery Canada, Montréal, Quebec
Smith-Emery China, Shanghai, China
Local office & Laboratory:
1197 North Tustin Avenue Anaheim, CA 92807

Primary Contact:

Robert Greeley, Operations Manager
M: 714.231.2049 r [email protected]

Simon Bittar, PE Project Manager
M:213.792.3030
On-Call Testing, Inspections & Environmental | 1
Sub-Consultant:

Smith-Emery has been providing inspection and materials testing services for public agencies for the past 120 years.

The firm has a large bench of engineers, technicians and staff as well as ample technical resources to perform the scope of work for the City of Anaheim and will not be utilizing sub-consultants for this contract.

Inspections Engineering Laboratory
Testing
Reinforced Concrete
Batch Plant
Shotcrete
Structural Masonry
Precast Fabrication
Post-tensioned Concrete Timber
Post-Installed Anchors Epoxy
Material Identification
Field Welding-Visual Inspection
High Strength Bolting
Intumescent Paint
Fireproofing
Waterproofing
Roofing
Soils
Environmental
Hot Mix Asphalt
Non-Destructive Testing (NDT)
Structural Investigations
Fiberwrap
Structural Steel
Fabrication Shop
Non-Destructive Testing (NDT)
Mass Grading Inspection and Testing
Backfill Inspection
Footing Inspections
Hot Mix Asphalt Placement Inspection
Pile Driving and Caisson Inspection
Drilled Foundation Inspections
Shoring Inspections
Inspection of Tie-Back Anchors
Batch Plant Inspection
Preliminary Soils / Geology Investigation
Site Evaluation
Hydrogeological Site Characterization
Foundation Recommendations
Geologic Mapping
Remedial Grading Recommendations
Liquefaction Studies / Seismic Design
Settlement Analysis
Deep Foundation Design
Recommendations
Shoring Design Parameters
Pavement Design
Forensic Investigation
Foundation and Landslide Studies
Earthquake Fault Zone Investigations
Safety
40-Hour OSHA HAZWOPER Personnel
Dedicated Project Safety Officer
COVID-19 Site Management
Physical Laboratory
Geotechnical Soils Laboratory
Analytical Laboratory
Project & Cost
Control
Management
Project Communication Plan
Schedule Management
Weekly Project Meetings
Weekly Cost Reports
Change Order Review
On-Call Testing, Inspections & Environmental | 2
Geotechnical Services
For over 40 years, Smith -Emery's dedicated Geotechnical and E nvironmental team has been the go -to resource for comprehensive investigations, assessments, soils testing, and remediation projects across California. Our team of seasoned engineers and geologists bring a wealth of experience and meticulous attention to detail to every project, ensuring precise and reliable results. SEL team is experienced in planning and executing subsurface soil investigations which follow building code requirements and will be tailored to meet the specific needs of the assigned project. Our engineers are knowledgeable in foundation designs for a wide variety of structures. Our past projects have ranged in complexity from straightforward investigations involving a few boring or shallow test pits to complex investigations requiring detailed analysis of rock bedding and structure through down -hole logging in excess of 50 feet. Our trained technicians will be dispatched to the job site as needed. A small sampling of the services we provide includes mass grading inspection, testing pile driving inspection, backfill inspection, drilled footing inspections, shoring inspection, footing inspections, inspection of tie-back anchors, and asphalt lay down inspection. We also provide soils services for sewage disposal systems, such as percolation testing and seepage pit/leech line design.

Geophysical Surveys
Our team has experience in the application of geophysics the science of measuring the physical properties of the earth to determine subsurface composition and structure. In addition, Smith -Emery utilizes borehole geophysical logging.

Geophysical information is obtained from boreholes using logging probes that measure resistivity (electrical logging) and electrical potential (spontaneous or self -potential logging). The information obtained from these probes can frequently define soil and rock layering more accurately than a soil- sampling program. Borehole geophysics also helps to identify zones of differing permeability's, which is beneficial when considering future remedial needs.

Geotechnical Investigations
Geologic and Seismic Hazard Studies
Smith-Emery geologists and engineers can provide evaluations of properties with regards to geologic hazards common to many California properties, including liquefaction, landslides, flooding, sinkholes, mud flows, site drainage, and seismic issues. Our geologists have also conducted detailed fault studies in Seismic Hazard Zones. These studies involve large-scale trenching across the site to locate evidence of active fault traces or to verify their absence. All geologic investigations and reports are supervised and signed by an engineering geologist registered in the State of California. Smith-Emery has extensive experience in meeting the requirements for geologic evaluations required by local and state agencies throughout California. Smith-Emery's geologists and engineers also investigate a wide range of forensic foundation problems, including heaving, cracking, subsidence, and failure.

Smith-Emery will perform Geotechnical investigation on the various sites to obtain information on the physical properties of soil and rock on each site in order to design foundations for proposed structures and for repair of earthworks and structures. A geotechnical investigation will include surface exploration and subsurface exploration of a site. To obtain information about the soil conditions below the surface, some form of subsurface exploration is required. Methods of observing the soils below th e surface, obtaining samples, and determining physical properties of the soils and rocks include test pits, trenching, boring, and in situ tests. S oil borings and test pits serve as mechanisms to investigate site stratigraphy, soil properties, and the spatial extent of contamination within the soil. In general, we use soil borings when a relatively large area must be investigated and test pits when the extent of contamination has already been roughly identified and is contained within a relatively small area. Prior to performing work involving the disturbance of the site subsurface, we locate underground utilities and piping through interviews with utility companies and reviews of existing as-built drawings.

On-Call Testing, Inspections & Environmental | 3

3. SAFETY QUALIFICATIONS
On-Call Testing, Inspections & Environmental | 4
Safety management is the responsibility of everyone on the site. Smith-Emery sets out a safety plan for our staff at the beginning of each project before we step onto the site. We are always willing to include everyone on site involved in our training. With best practices, continuous communication and an abundance of caution, everyone can go home at the end of the shift, as safely as they arrived at the beginning of the work cycle.

OSHA 10 is an outreach and voluntary training program provided by Occupational Safety Health Administration (OSHA), United States Department of Labor. It provides 10 hours of training to the workers and employees touching on appreciation, prevention, avoidance and reduction of safety and health hazards in the workplace. It also enriches the workers knowledge on their rights, employer responsibilities and procedures for complaints and suggestions.

OSHA 10 does not meet training requirements for any OSHA standard.

The OSHA 10 hours training program is intended for the training of entry level workers. The program helps to ensure that the workers are more knowledgeable about workplace hazards, their rights and contribution to the total national productivity. The training program is 100% online and can be completed in segments, 24/7. OSHA 10 hours training course is on the following categories: Construction industry - topics include fall protection, personal protective equipment (PPE), scaffolding, OSHA inspection procedures, OSHA construction standards for compliance etc.

All Smith-Emery Company personnel are OSHA 10, certified so they are ready to work onsite immediately. Resumes are included in the Appendix.

Environmental Services
The Smith -Emery environmental group performs Phase I & II environmental site assessments -- to identify areas of environmental concern or potential environmental risks. Based on known historic usage of the property and/or its adjacent site, this information is intended to identify either potential concerns and/or the presence of contamination.

When necessary, site characterization and oversight of the remediation clean-up process is performed. We offer:
 Licensed Hazardous Substance Specialists: Our team possesses the necessary credentials to undertake projects involving hazardous materials. All our professionals have bachelor’s or master’s degrees in environmental fields and hold a minimum of 60 units in environmental-related fields, ensuring a strong foundation for addressing complex environmental challenges.
 Phase I Environmental Site Assessments: Smith-Emery Laboratories, a distinguished authority in environmental consulting, brings extensive experience to the table, having delivered comprehensive services to developers, investors, and lenders nationwide since the 1970s. From assessing environmental liability in property transactions to remediating brownfield sites, our seasoned team is adept at addressing diverse environmental challenges throughout a property's lifecycle. Our staff, including licensed engineers, geologists, soil scientists, hydrogeologists, are well- equipped to understand, prevent, monitor, and remediate environmental concerns affecting your real estate interests.
 Preliminary Environmental Assessments: For consultants involved in conducting Preliminary Environmental Assessments, our team boasts a minimum of 50 years of hands-on experience in performing these assessments. This ensures a comprehensive understanding of the environmental landscape and potential risks associated with proposed projects.
 Hazardous Building Material Surveys and Inventory Reports: Our proficiency extends to the preparation of Hazardous Building Material Surveys and Inventory Reports. We have successfully conducted numerous surveys, providing detailed inventories of hazardous materials present in various structures.  Diligent Field Assessments: We prioritize rigorous field assessments to gather accurate data about the environmental conditions at project sites. Our field assessments include thorough inspections and evaluations, ensuring a holistic understanding of potential environmental risks. With a legacy dating to the 1970s, our experienced team conducts precise on-site evaluations for various projects, including brownfield redevelopment, infrastructure development, and commercial real estate transactions. We provide accurate data on air, soil, and groundwater quality empowering clients with crucial insights for informed decision-making.  Sample Collection for Hazardous Materials Identification: Our approach involves the collection of sufficient samples to identify the presence of hazardous materials. We employ industry best practices to ensure the reliability and accuracy of our findings. A pivotal aspect of our environmental consulting services is a legacy dating to the 1970s.

Our experienced team ensures precise collection, aligning with industry-required methods. Specifically, for Phase II Environmental projects, we adhere to the ASTM E1903-11 Standard Guide, providing a systematic approach to assess the presence of petroleum products or hazardous waste in the subsurface. We can collect subsurface soil vapor and air samples in tedlar bags, Suma canisters, and/or glass blubs and test per the requested EPA Methods 8260 and TO- 15 Methods. Our flexibility extends to tailoring projects to meet specific client needs, showcasing our commitment to delivering customized solutions.
 Laboratory Analysis with Published Analytical Methods: We are committed to the highest standards of laboratory analysis. Our consultants ensure that laboratories are State Certified and use appropriate, published analytical methods to analyze all samples for hazardous materials. This commitment guarantees the accuracy and reliability of our environmental assessments.

On-Call Testing, Inspections & Environmental | 5

4. ORGANIZATIONAL STRUCTURE

KEY PERSONNEL
Edward Salazar, PE, CWI
Principal–In–Charge
Ed provides executive support for field inspection personnel on Smith -Emery projects . His responsibilities include oversight for operations in all of our laboratories and field work, providing a cost effective and quality driven approach.

He has over 25 years of experience and specializes in building code compliance, reinforced concrete structures, structural steel systems and site inspections and compliance.

Dinesh Shrestha PE, GE
Senior Geotechnical Engineer
Dinesh is a California Registered Civil as well as
Geotechnical Engineer. He brings over 15 years of
professional experience including six years with the SE.

Dinesh has been providing engineering services for a wide variety of civil, geotechnical, environmental, and structural engineering projects ranging from mega civil projects to large scale commercial projects.

Simon Bittar, PE
Senior Engineer/Project Manager
Simon has over 25 years of experience with the firm’s
Geotechnical projects. He takes the lead for our
geotechnical investigations; overseeing and providing technica guidance to soil technicians; recommendations, preparation of geotechnical and compaction reports.

Patrick Morrison, PG, CEG
Senior Geologist
Patrick has over 30 years of professional experience in providing Geotechnical engineering, material testing and environmental fields with over 28 years at Smith-Emery.

He oversees environmental site characterizations, fault hazard studies, slope stability analysis, geologic mapping, grading and paving inspection and footing/pier inspections.

Robert Greeley
Project Manager
Robert Greeley brings over 40 years of experience providing service for our public agency clients throughout Southern California. His experience is enhanced with his hands on approach and knowledge of processes to mobilize resources swiftly for On-Call projects. He will ensure staff is equipped & ready to go, discuss upcoming schedules and work closely with the City’s team to identify staffing needs with an eye on adherence to the QA/QC
Ayesha Syeda
Environmental Engineer
Ayesha is an experienced professional in charge of
overseeing the environmental aspects of the firm’s projects including soils testing and remediation projects. She
oversees the firm’s environmental practice including Phase I and II assessments in addition to project and personnel management.

Ildebrando Resurreccion
Staff Engineer
Brando has been with Smith-Emery for over 15 years as a Staff Engineer. He assists the Geotechnical and Environmental departments with preparation of geotechnical,
environmental and compaction reports as
well as drafting, using AutoCAD in plotting boring locations, compaction test and soil profile.

Janeth Quintero, PE
Laboratory Director
Janeth is a Professional Engineer who has been with Smith- Emery for 20 years. She manages the firm’s materials testing laboratory, largest in the State, and provides oversight and technical support including quality control and keeping all th laboratory certifications up to date.

Leonard Robertson
Lead Field Technician
Mr. Robertson is our lead field technician with extensive experience working on public works/CIP projects. He oversees the firm’s field technicians as well as being
multi-certified to perform soils, asphalt , concrete and pull/torque testing.

Carlos Lievanos
Laboratory Manager
Mr. Lievanos has unparalleled experience in laboratory
operations in addition to his extensive background with CALTRANS standards for materials testing. Carlos
oversees the operations of the firm’s Caltrans, ASSHTO
and DSA accredited laboratory in Anaheim.

On-Call Testing, Inspections & Environmental | 6

To
coordinate dispatch and make sure an inspector will arrive at the project site when needed, we will be in continuous communication with the project staff. This is very efficient for larger projects, when we can review the schedule with the city’s projec t manager and coordinate when inspections are needed, what tests are required. This way, we can dispatch the inspector with the right certifications and experience.

Larger projects may require a full-time inspector with occasional assist from another inspector during peak construction periods. Continuous monitoring of the schedule along with project management coordination will mean an inspector will be on site, equipped and ready to go.

Smaller projects require a ‘one -off’ inspector. Generally, we request at least a four (4) hour notification prior to dispatch. We will do everything we can to respond to emergencies and last-minute requests. We recently responded to a last-minute request from the Tesla plant for inspection on an expansion project.

This was due to schedule changes and an opportunity to shift work items while waiting for equipment repair. We were notified an inspector was urgently needed. Smith-Emery discussed the parameters of the needed certified personnel to get a clear idea of the technical needs. Once we ascertained what was needed, we reached out in our internal database to l ocate a Smith -Emery inspector with the correct certifications, who was nearby and was available to come to the job site. (Failing that, we can dispatch professional staff from the office, most of whom maintain appropriate certifications or engineering licenses to be there as quickly as possible). We had someone at Tesla within two hours.

Simon Bittar, PE
Project Manager
Ed Salazar, PE, CWI
Principal-In-Charge
Field Services
Leonard Robertson
Josh Greeley
Marcos Campos
Myles Lutes
250+ Local Inspectors &
Technicians
Laboratory Services
Janeth Quintero, PE
Lab Director
Carlos Lievanos
Lab Manager
Engineering Services
Dinesh Shrestha, PE, GE
Patrick Morrison, PG, CEG
Ayesha Syeda, MS
Brando Resurreccion, RE
Afnan Asghar
Robert Greeley
Operations Manager
On-Call Testing, Inspections & Environmental | 7

5. TESTING, INVESTIGATIONS & REPORTS
On-Call Testing, Inspections & Environmental | 8
Mr. Simon Bittar, PE has been with Smith-Emery for over 25 years. He is our Senior Soils Engineer and will assume the role of the Lead Engineer for the City of Anaheim. Simon will be supported by Mr. Patrick Morrison, PE, CGE, a California registered Geologist.

They both have extensive experience performing Geotechnical Investigations and reports for our public works projects, enabling them to assess and provide expertise based on the technical requirements of each project. All testing, investigations and reports will be conducted under their direct supervision and authorization. Smith-Emery’s field personnel with appropriate inspection certificates, are all supported by our supervising licensed Civil Engineer who will ultimately sign off all code compliant inspections. Smith Emery maintains the highest level of quality control/assurance and service when performing the work in the field. Our goal is to make our clients successful by being the best at what we do , being proactive and continuously communicating to support work in the field.

The ISO 17020 & 17025 accreditations earned by Smith -Emery ensures that our processes and procedures exceed the stringent requirements for providing inspection and testing services. The resulting product delivered by Smith -Emery of the highest quality. Our processes & procedures are audited on an annual basis by an external 3rd party; in addition to this qualifying audit, our programs are audited internally and by various clients each year. The continuous improvement resulting from these audits translates into a continuously improving product for our clients. The full Quality Management System (QMS) documentation will be submitted to the City of Anaheim upon being selected if requested. We have reviewed the provided City of Anaheim’s Public Works Quality Assurance Program Manual (QAP) [Exhibit B] & have many overlaps in the requirements set out and our internal documents. Achieving ISO accreditation is a rigorous procedure, and we are confident our ability to adhere to and support the intents of the City’s QAP.

The LAPM describes procedures required to process Federal and State funded local transportation projects as conditions to local agencies being awarded funds for projects within Caltrans right of way or projects that may require Caltrans oversight.

Federal and State funds for local projects have requirements for ensuring accountability. Therefore, the State requires procedures set out in the manual, which is issued on a yearly basis. In addition, there may be Dis -advantaged Business Enterprise (DBE) goals that also require tracking to make sure the goals are achieved. Smith -Emery holds contracts with Caltrans and we are very familiar with the Department’s financial requirements. We will work closely with the city to be your partner in procedural requirements. The financial reporting will be smooth and meticulous.

We understand the city has a CWA agreement in place to benefit your community and provide opportunity for the residents.

Smith-Emery has a great deal of experience responding to CWA agreements. We will enthusiastically adhere to the tenets of the agreement to employ residents and promote the agreement. Our community liaison and Smith-Emery Safety Officer, Traci Young, leads our outreach effort to provide opportunity for the residents. Our Orange County laboratory is in Anaheim and many of our inspectors reside in Anaheim.

6. QUALITY ASSURANCE PROGRAM

7. CALTRANS LAPAM REQUIREMENTS

8. COMMUNITY WORKFORCE AGREEMENT

9. REFERENCES & FINANCIAL
City of Upland, On-Call Services, Upland, CA
compaction testing- sampling and Lab Testing including Proctor Density-Sand Equivalents-Hveem AC-Oil Content-Sieve Analysis-Concrete Inspection- Sampling & Compression Testing. Services are on an as-needed basis.

Pro
ject Examples:
•
• 7th Street Reconstruction-Subgrade, Agg Base and Asphalt compaction testing & sampling • Upland Reservoir Project: Soil Compaction-Concrete & Welding Inspection.

Laboratory Testing Conducted at our AASHT0-Caltrans-DSA & ISO Accredited Testing Facility Refer
ence: Kirk Swanner Associate Engineer |(909)-367-0353 | [email protected] 1 City of Jurupa Community Services District On-Call, Jurupa, CA Smith-Emery provides services to Jurupa CSD on an on-call basis for a variety of projects.

Provided Compaction Testing /Inspection of backfill wet utilities and Subgrade, Agg Base and Asphalt Testing Pavement sections. Testing program included R-Values-Proctor Densities-Sand Equivalents-Sieve Analysis- Oil Co
ntent AC-Hveem AC and Batch Plant
Inspections and Sampling and compressive strength testing of concrete. Along with On Call Program Smith-Emery Supported in the Emergency Repair Program.

Proj
ect Examples:
• Project Professional Engineer (PE) Support in Close out & Compliance Reports. • Water Line Replacement- (C215083-Mainline & laterals -Grind & Overlay of Asphalt - Concrete Cross Gutters ACI Sampling. Batch Plant for AC. • Sky 2 Lift Station (C19506.1) Sewer Main Line Backfill, compaction testing. • Emergency Repair 56th & Cedar 32946-Compaction & Inspection during the backfill operations.
• Emergency Repair 53th & Cedar 32621- Compaction & Inspection during the backfill operations.

Labo
ratory Testing Conducted at our AASHTO-Caltrans-DSA & ISO Accredited testing.

Reference: Enayat Khugyani, PE, Senior Engineer | (909)532-9675 | [email protected] 2 On-Call Inspection & Materials Testing Services | 9
On-Cal l Inspection & Materials Testing Services | 10
City of Fullerton, On-Call, Fullerton, CA
Safety: All Personal have 10 hr. OSHA with Supervisor 30Hr. Part of our Safety Program Provided compaction testing/inspection during trench backfill, base and asphalt testing and inspection services for multiple wet utilities throughout City of Fullerton along with pavement structural section design and lab testing including but not limited to Soils - aggregates-Proctor Densities -Sand Equivalent -R-Values & Sieve Analysis. Smith -Emery support in Concrete-Steel Welding- & Masonry Testing & Inspection when required.

Project Manager attended field meetings and TEAMS Meeting:

Project closed out with Final Professional Engineer Report including all certified Laboratory Testing.

Project Examples:
 Chapman Ave Rehabilitation - CIP 44035 – Street Improvement  Wilshire – CIP 48003 – Utility & Street Improvements
 1500 N Acacia Reservoir Investigation – Geotech/Pavement Investigation)  Valencia Park – CIP 54026 – New Park Upgrades-Pavement & Design and Inspection Footings- Slabs
 Various Water Main Replacement Projects – CIP 51023 – Compaction Testing /Inspection/Lab Testing
 Rolling Hills Investigation – Slope Stabilization (Geotech/Pavement Investigation)  Laboratory Testing Conducted at our AASHTO-Caltrans-DSA & ISO Accredited testing Facility Reference: David Grantham| 714.738.6853 | [email protected] 3 Port of Long Beach, On-Call Services, Long Beach, CA
Prov
iding on -call Soils, & materials testing and inspection services for variety of large projects including Utility new installation and upgrades- Wharf work, Roadway, Rail, Port Facilities, and cranes including Soils, asphalt, c oncrete, steel, and Geotechnical Investigations along with all required laboratory testing All work conducted under the supervision of a licensed Professional Engineer including clos out report.
 Middle Harbor-Soil Improvement recommendations including Cement Treatment of soil & Base Material-Utility Compaction Testing & Asphalt Pavement Design, Compaction and Coring. Geo-Engineering as to Wick Drains-Dewatering
 Pier G Wharf Expansion: Soils Compaction & Mass Grading – New Wet Utility Installation- Subgrade & Foundation field and Laboratory Testing. Concrete Inspection including Piles and Plant inspections. Rail Systems-Subgrade Testing.
 Off-Site Improvements: Street Improvements and Source Sampling  Local Out of State Source Inspection: Concrete Prefabrication and Steel Shop Fabrication Inspection.
 Laboratory Testing Conducted at our AASHTO-Caltrans-DSA & ISO Accredited Testing Facility.

Ref
erence: Tracy Rosander |562.305.5194 | [email protected] 4 Smith-Emery Laboratories, Inc.
1197 North Tustin Avenue Anaheim, CA 92807
Phone : (213) 749-3411
smithemery.com

APPENDIX
TESTING | INSPECTION | GEOTECH | ENVIRONMENTAL | CHEMICAL Edward Salazar, PE, CWI
Principal-In-Charge
Mr. Salazar is a civil engineer with 36 -years of experience in construction materials testing, consulting and contract management, project management. He provides outstanding technical and leadership abilities focused on quality, safety, cost effectiveness and maintainability. His infrastructure projects have included airports, bridges, government buildings, transportation systems and hospitals. Mr. Salazar's commercial projects include high- rise buildings, building complexes, industrial parks, schools / universities, corporate / private / public buildings. He specializes in building code compliance, reinforced concrete structures, structural steel systems, transportation systems and site inspections and compliance.

Selected Project Experience
Caltrans District 8 Construction materials Sampling and Testing Contract 08A3327 (Southern Regional Laboratory )
Consultant Contract Manager 2021 – Ongoing
Responsible for managing, instructing and supervising assigned consultant employees and subconsultan ts and overall management of the contract.

Communicates directly with the Caltrans Contract Manager, assigned Task Order Manager and when authorized executes the scope of work based on negotiated and approved task orders and ensures proper DBE participation.

Caltrans District 59, QA, METS AAA Source Inspection Contract (59A1045), Statewide. Employer: TRC Engineers (Subconsultant Project Quality Contract Manager: 6/2019 – 3/2021)
Mr. Salazar provided on-call quality assurance (QA) source inspection support to his personnel assigned to the Caltrans METS Office of Quality Assurance and Source Inspection (OQASI). Support included providing material source inspectors, CWIs, NDT Testers, structural materials engineers and experts required to meet the project needs, as well as ensuring effective management of the on-call contract under the Prime Consultant. Responsible for documentation that includes materials testing data, quality assurance inspection reports, special studies assessments, sampling, testing, and fabrication audits.

M
etro, 321830 ADCO Demo and Soil Project, Los Angeles, CA (Project Quality Program Manager: 3/2019 – 12/2020)
Mr. Salazar served as Project Quality Program Manager (PQPM) responsible for the management and support of Quality related activities. Reported directly to the Principal Project Manager in charge of project execution and contract compliance. Mr. Salazar has authority to stop affected Work, control further processing, or prevent shipment of items that do not meet contract quality requirements.

Education
B.S., Civil Engineering, University
of California
Professional Registrations
Professional Engineer, California
(#C69257)
AWS QC1, Certified Welding
Inspector (#17021621)
30-Hour OSHA Training Course
Certificate of Completion,
Construction Safety and Health,
(#34-601370707)
IAS Special Inspection Agencies
in Building Construction
Certification, Modules 1 and 2
Robert Greeley
Operations Manager
Mr. Rob Greeley is a valued member of the Smith-E mery management team and has been with the firm for over 40 years. Rob serves as an operations manager for a number of Smith-E mery’s on–c all municipal, roadway and infrastructure contracts including the California High Speed Rail, Port of Long Beach On-Call Materials Testing and Staff Augmentation Contract. Rob has extensive experience managing the quality programs of Smith-Em ery’s Public Works projects. Rob with his multiple decades of experience, makes himself available 24/7 as the primary point of contact.

Jurupa Community Services District, On-Call – Jurupa Valley, CA City of Fullerton, Various CIP On-Call Services – Fullerton, CA City of Anaheim, On-Call Geotechnical Services – Anaheim, CA Port of Long Beach, Oxy Wells Removal-Gerald Desmond Bridge – Long Beach, CA
Port of Long Beach, Piers “E,” “F,” “G,” and “T” – Long Beach, CA South Orange County Community College District – Mission Viejo, CA Santa Ana College, Santa Ana College, CA
ConRAC-LAX-Parking Structure 280,000 Cubic Yards of Concrete LAX Delta Airlines-Terminal and TBIT Passageway–Los Angeles, CA Sofi Stadium & Entertainment District, – Los Angeles, CA
LAX Southwest Airlines Terminal 1 & 1.5 – Los Angeles, CA High Speed Rail-Phase II – Central California
Disneyland CLEO Parking, 6500 Parking Structure – Anaheim, CA Transportation Center Parking Structure Expansion – Fullerton, CA California State University, Fullerton / Student Housing / Parking S
tructure – Fullerton, CA
Loma Linda University Medical Center – Loma Linda, CA
Burbank Airport Expansion-Burbank, CA
Kaiser Downey Hospital-New Facility-Downey, CA
California State Polytechnic University, Pomona / Student Services Building – Pomona, CA
UCLA Replacement Hospital, Los Angeles CA
Fullerton Community Center – Fullerton, CA
Long Beach Airport, Air Carrier Ramp, Taxiway G – Long Beach, CA Orange County Sanitation District Plant Expansion – Fountain Valley, CA Licenses & Certifications:

ACI Field Testing Technician – Grade I
Certification, 00119750
7/20/2024
ACI Shotcrete: Guide & Specification-
11149
National Highway Institute – Certificate
in HMA Paving Field Inspection FHWA -
NHI-131129
CED Engineering Soil Mechanics:

Certificate Classification of Soils -CN:

G04-002
ICC Soils-8408785
Non-Destructive Testing
ASNT NDT Level I
Caltrans CT539, CT540, CT543
CT556, CT557, CT504
CT518
Concrete Certification
Asphalt Certification
National Highway Institute HMA
Paving Field Inspection FHWA-NHI-
131129
Nuclear Gauge Certification ID# 1979
Certified Radiation Safety Officer
ID# 1166
Certified Radiation Safety Officer
ID# 1166
OSHA 30-hour (Completion date of
July 31, 2019)

Education:

M.S. Civil Engineering
California State University,
Fullerton.

B.E. Civil Engineering
Tribhuvan University,
Nepal
Professional Registration:

Registered Civil Engineer -
State of California, No. C
79259
Registered Geotechnical
Engineer - State of
California, No. GE 3091
Qualified SWPPP
Developer (QSD) -
California Stormwater
Quality Association
Dinesh Shrestha, PE, GE, QSD
Geotechnical Engineer
Mr. Dinesh Shrestha is a California Registered Civil as well as Geotechnical Engineer. Mr. Shrestha has more than 15 years of professional experience working in diverse areas of the civil engineering industry. Dinesh has been providing engineering services for wide varieties of civil, geotechnical, environmental, and structural engineering projects ranging from small residential development to large scale commercial projects.

Geotechnical
Geotechnical Investigation – Subsurface Investigation
Soil Laboratory Management- Testing, Report Preparation, Analyzing Test Results, Maintaining AASTHO Accreditation.

Slope Stability Analysis, Liquefaction Analysis
Geotechnical Recommendations for Foundation Design, Retaining Structure, Shoring Design, Soil Improvement, and Construction
Geotechnical Report Preparation (preliminary/final)
Construction Oversight- Geotechnical construction Observation, Field Testing Civil/Environmental
Construction Plan Preparation- Grading, Retaining Wall, Erosion Control Plans SWPPP Preparation
LID BMP Design and WQMP/USMP Report Preparation
Hydrology Analysis, Hydrology and Hydraulic Calculations On-site Sewage Absorption System Design
Selected Project Experience
South Orange County Community College District - Saddleback College Smith-Emery is the LOR and providing materials testing & inspections including soils and grading for this new construction $41M bond measure project.

Music & Theatre Building at Long Beach City College – Long Beach, CA Prepared Geotechnical Investigation Reports for the proposed construction.

Central Plant Expansion for Long Beach City College - Long Beach, CA Prepared Geotechnical Investigation Reports for the proposed construction.

Foothill Elementary School, Corona-Norco Unified School District – Corona Provided Geotechnical Investigation for concrete slab distress investigation.

Norco High School, Corona-Norco unified School District – Norco, CA Provided Geotechnical investigation for varsity baseball field lighting.

Washington Elementary School, Corona-Norco Unified School District Performed Geotechnical services including Percolation test for a new classroom.

California High Speed Rail, CP 2 and 3
Construction quality control oversight with focus on geotechnical aspects for California High Speed Rail Project, CP 2-3. Supervise lab and field testing works, Review laboratory data and prepare lab reports, Review field reports and testing data, provide other geotechnical consultation as needed. prepare lab reports, Review field reports and testing data, provide other geotechnical consultation as needed.

Simon Bittar, PE
Project Manager
Mr. Bittar has performed hundreds of Geotechnical Investigations over the past 25 years. Simon is responsible for the project management of many of our geotechnical investigations; overseeing and providing technical guidance to soil technicians; recommendations, preparation of geotechnical engineering reports and compaction repor ts; as well as providing geotechnical observations and inspections during the grading operations and construction phase.

Selected Project Experience
City of Santa Monica, Santa Monica Airport – Santa Monica, CA Prepared Geotechnical Investigation Reports for building renovation & street improvement.

Los Angeles Community College District, Pierce College – Agricultural Center Mass grading, Compaction reports, spread footings, deep piles, recommendations, and engineering analysis.

City of Upland, 7th Street Construction – Upland, CA
Supervised geotechnical testing, sampling as well as providing civil engineering submittal review, consulting and reporting.

Los Angeles SoFi Stadium & Entertainment District – Inglewood, CA Mass grading, Compaction reports, spread footings, deep piles, recommendations, and engineering analysis.

Central Plant Expansion, Long Beach City College – Long Beach, CA Prepared Geotechnical Investigation Reports for the proposed construction Music and Theatre Building, Long Beach City College – Long Beach, CA Prepared Geotechnical Investigation Reports for the proposed construction.

Washington Elementary School, Corona-Norco Unified School District New classroom and Percolation test.

Santa Ana Unified School District– Santa Ana, CA
Prepared Geotechnical Investigation Reports for the proposed construction of a classroom building.

Foothill Elementary School, Corona-Norco Unified School District – Corona Provided Geotechnical Investigation for concrete slab distress investigation.

Norco High School, Corona-Norco unified School District – Norco, CA Provided Geotechnical investigation for varsity baseball field lighting Chevron Refinery, El Segundo, California
Geotechnical Investigations (Drilling, Coring, Boring)
Education:

B.S., Civil Engineering, California
State University Los Angeles
Professional Registration:

Registered Civil Engineer
#C68166
City of Los Angeles
Registered Grading Deputy
Inspector #P008158
Certifications:

HAZWOPER - 40 Hour Trained
Academic Background:

B.A. Geology, Humboldt
State University, 1987
Professional Registration:

CA Professional Geologist
No. 7174
CA Certified Engineering
Geologist No. 2643
Certifications:

Nuclear Density Gauge
and Radiation Safety
Officer Trained
OSHA 40 hour Hazardous
Waste Operations /
Emergency Response
Training
Patrick Morrison, PG, CEG
Geologist
P
atrick has over 30 years of professional experience in providing Geotechnical engineering, material testing and environmental fields and 28 years working at Smith-Emery. He oversees environmental site characterizations, fault hazard studies, slope stability analysis, geologic mapping, grading and paving inspection and footing/pier inspections. He also plays an active role in project oversight for earthwork and paving inspection and testing, as well as special inspections on projects throughout California, review of field and laboratory data for conformance to project specifications, and presentation and communication of data to clients and regulatory agencies.

S
elected Project Experience
Long Beach City College, Music Complex Buildings G and H – Long Beach, CA Toyon Road Landslide Repair – Catalina Island, CA
Long Beach City College – Central Plant Expansion
Multiple Projects – Chevron, El Segundo, CA
17315 West Sunset Boulevard, Slope Stability – Pacific Palisades, CA Rambla Pacifico Landslide Repair – Malibu, CA
Multiple Projects – Port of Long Beach, CA
City College of San Francisco, Evans Campus, San Francisco City College of San Francisco, Main Campus, San Francisco Independence High School Student Union, San Jose
Stanford University Historic Housing, Palo Alto
CZU Fire Zone Geotechnical Investigations on various home sites, Scotts Valley San Mateo Clean Water Program, San Mateo
SFPUC Southeast Plant -Headwords and Biodigester, San Francisco Depot Park Drainage Investigation, San Rafael
Adobe Creek Bridge at Mitchell Park, Palo Alto
City of Daly City Pavement Investigation, Redwood City
City of Redwood City Municipal Projects, Redwood City
Twin Peaks Reservoir Existing Conditions, City of San Francisco City of San Bruno Pavement Investigation
Countywide Pavement Investigation and Repair, Contra Costa County Golden Gate Park South Windmill, City of San Francisco
Rossi Playground Renovations, City of San Francisco
San Francisco Fire Station #1, City of San Francisco
San Francisco County Jail #3 New Deputy Station, City of San Francisco

Education
M.S. Environmental
Engineering, Cal. State
University, Long Beach

B.S. Civil Engineering,
Osmania University, India

Certifications
Certificate -Industrial
Hygiene Technician, Cal.

State University, Long
Beach

OSHA 29 CFR 1910.120 -
40 hour training.

AHERA Certified Building
Inspector;

AHERA Certified Asbestos
Contractor/Supervisor.

Ayesha Syeda
Environmental Manager

Ms. Syeda is an experienced and proficient environmental professional. She oversees Smith -Emery’s environmental practice and manages project and personnel. Smith -Emery performs Phase I Site Assessments for the firm through the Southern California area, as well Nevada, Northern California and throughout the United States.

Selected Project Experience

March 2007 to Present: Manager of GeoServices
Smith-Emery - Los Angeles, California
Oversees and manages all personnel associated with Smith -Emery Los Angeles County’s office assisting with Phase I & II Assessments, geotechnical reports, field soils technicians, and soils laboratory.

Responsible for marketing and maintaining customer relationship.

Conducts educational seminars for lenders, brokers, and developers..

December 1993 to March 2007: Environmental Engineer
Smith-Emery - Los Angeles, California
Responsible for field research and analysis of Phase I Environmental Assessments, report preparation, and project supervision. Assists with Phase II Assessment fieldwork and report preparation. Marketing and maintaining customer relationship.

June 1993 - September 1993: Environmental Engineer
BCM Engineers- Ontario, California
Project manager for Phase I and Phase II Environmental Assessments, asbestos sampling, and supervising asbestos abatement.

June 1992-March 1993: Engineer
Epics International Engineers-Long Beach, California
Duties included Phase I Site Assessments, including research for federal and state requirements. Performed building inspections for asbestos potential.

October 1991 to May 1992: Volunteer Student Intern
Public Works Department-San Bernardino County, California Assisted civil engineers in their duties, including surveying and drafting, research and collecting data for specialized engineering functions. Reviewing geologic and hydrologic information and estimating for quantities of materials.

Certifications:

Nuclear Gauge Certified
Caltrans Certified 105, 201,
202, 216, 226, 301, 304, 308,
366, 370, 382, 521, 217, 309,
523, 524, 384, 385
Carlos Lievanos
Laboratory Manager
M
r. Lievanos is a highly experienced with all laboratory testing. He has had extensive training with Caltrans and Smith-Emery Laboratories. He is responsible for soils and geotechnical labs. He was instrumental in setting up two laboratories for High Speed Rail in record time – from set up to calibration to obtaining all necessary certifications.

Selected Project Experience
Sycamore Elementary School – Orange, CA
Yorba Middle School – Orange, CA
City of Upland – Bridge retrofit – Upland, CA
California High Speed Rail –Construction Packages 2 & 3 – Selma, CA City of Fullerton / Various Locations – Fullerton, CA
City of San Juan Capistrano – Roadway Improvements
City of Orange / Various Locations – Orange, CA
Jamboree Road Improvement – Tustin, CA
Long Beach Airport / Air Carrier Ramp – Long Beach, CA
Long Beach Airport / Taxiway G – Long Beach, CA
Port of Long Beach, Pier T & G – Long Beach, CA
City of Long Beach Street Improvements/Various Locations Jeffrey Road Grade Separation – Irvine, CA
SR-55 Ramp Improvement – Tustin, CA
I-5/Jamboree Widening – Irvine, CA
57 Freeway/ Nutwood – Fullerton, CA

Education:

B.S, Civil Engineering 1987
Far Eastern University
Manilla, Philippines
The National Concrete
Association
Los Angeles Refinery Safety
Review
Nuclear Gauge Operator
AutoCAD Mechanical
Drafting Trainee
Ildebrando Resurreccion
Staff Engineer
M
r. Resurreccion has been with Smith-Emery for over 15 years as a Staff Engineer. He assists the Geotechnical and Environmental departments with preparation of geotechnical, environmental and compaction reports as well as drafting, using AutoCAD in plotting boring locations, compaction test and soil profile. He is responsible for observation and density testing on site grading operations using sand cone and nuclear gage equipment.

Performed laboratory testing of soil specifically, maximum density/optimum moisture, sieve analysis, shear testing, consolidation, expansion index, liquid limit, durability test, and classifying of soils.

S
elected Project Experience:

C
hevron Refinery/Purchasing and Storehouse Building
Conducted soil sampling pertaining to Geotechnical and Environmental investigation using Hollow Stem Auger (CME-75). Responsibilities included Safety monitoring, providing necessary permits before proceed to work, log-in log-out of the workers, borehole logging, number of blow count, soil classification, field mapping, drafting, report preparation and perform the necessary test for the sample.

C
hevron Refinery/Non Pro + CARB 3A.

Conducted soil sampling pertaining to Geotechnical and Environmental investigation using Hollow Stem Auger (CME-75). Responsibilities included Safety monitoring, providing necessary permits before proceed to work, log-in log-out of the workers, borehole logging, number of blow count, soil classification, field mapping, drafting, report preparation and perform the necessary test for the sample.

C
hevron Refinery/Paseo Straight Run Gas (SRG) Duct Banks Project.

Conducted soil sampling pertaining to Environmental investigation using Hollow Stem Auger (CME-75). Responsibilities included Safety monitoring, providing necessary permits before proceed to work, log-in log-out of the workers, borehole logging, soil classification, field mapping, drafting and report preparation.

T
ank Removal at 62nd and Main Street
Conducted soil inspection, compaction test using nuclear gauge. Duties included maximum dry density/moisture content monitoring, field mapping and soil classification.

P
roposed Building Addition at 543 Moreno Ave. Los Angeles, CA Conducted soil sampling pertaining to Geotechnical work using Hand Auger Equipment. Responsibilities included Safety monitoring, borehole logging, number of blow count, soil classification, field mapping, drafting, report preparation and perform the necessary test for the sample

Certifications:

American Concrete Institute Field
Testing Technician – Grade I
Certification,
Exp. 10/22/2026

CALTRANS
CT 125 – Admixture Sampling
CT 125 – Bituminous Sampling
CT 125 – General Sampling
CT 125 – PCC Sampling
CT 125 – AGG Sampling, Aggregates
CT 125 – HMA Sampling
CT 231 – Relative Compaction,
Nuclear Gauge
CT 375 – AC Density by Nuclear
Gauge
CT 504 – Air Content of PCC,
Pressure Method
CT 518 – Unit Weight, PCC
CT 539 – Sampling Fresh Concrete
CT 540 – Making Cylinders
CT 543 – Air Content of PCC,
Volumetric Method
CT 556 – Slump, PCC
CT 557 – Temperature, PCC
Nuclear Gauge Certified
Railroad Safety Certification
Leonard Robertson
Lead Technician
Mr. Robertson is a valued member of our team. He has over 15 years of field experience an d was promoted to the position of Field Technician supervisor in 2015. He is proficient with public works and private sector projects including schools, Hospitals, Transportation and Capital Improvement Projects (CIP). Leonard’s responsibilities include all aspects of technician supervision, project planning and specification review, soils, asphalt, concrete and pull/torque testing.

Selected Project Experience
City of Irvine, CA
City of Orange, CA
City of Tustin, CA
City of Costa Mesa, CA
City of Fullerton, CA
Cal State Polytechnic University, Pomona – Student Services California State University, Fullerton Student Housing
Loma Linda University Medical Center
Port of Long Beach
Orange County Great Park, Sports Park
Transportation Center Parking Expansion

SMITH-EMERY LABORATORIES
An Independent Commercial Testing Laboratory, Established 1904

Josh Greeley | Senior Field Technician
Mr. Greeley is a valued member of our Team, and he excels at his duties as a Field Testing Technician. Josh is proficient with public works projects and their various requirements. His duties include, but are not limited to soils testing, asphalt testing, concrete testing, and source sampling. Josh has worked with Smith- Emery since 2006 (16 yrs) and is an asset to any project team. His location to your area, (less then 15 minutes) allows for quick response and no delays to the project.

Licenses and Certifications

Nuclear Gauge Certification – #46183
American Concrete Institute Field Testing Technician – Grade I Certification, Exp. 07/20/2024 CED Engineering – Soil Mechanics: Description and Classification Certificate G04-002 National Highway Institute-HMA Paving Field Inspection-FHWA-NHI-131129 Railroad Safety Certification
Confined Space, 29 CFR 1926 – Certification #89747
California Department of Transportation (CALTRANS)
CT 125 – General Sampling
CT 125 – AGG Sampling, Aggregates
CT 125 – HMA Sampling
CT 231 – Relative Compaction, Nuclear Gauge
CT 504 – Air Content of PCC, Pressure Method
CT 518 – Unit Weight – PCC
CT 539 – Sampling Fresh Concrete
CT 540 – Making Cylinders – PCC
CT 543 – Air Content of PCC
CT 556 – Slump PCC
CT 557 – Temperature - PCC

Project Experience
Josh Greeley has performed Compaction testing/inspection of trench backfill, subgrade, aggregate base and Asphalt compaction testing and ACI Concrete sampling and testing along with Mass Grading for building Pads & Geotechnical Borings for the On-Call Contracts Listed below over the Past 5 years. • Jurupa Community Services District
• City of Upland, California
• Granite Hills Phase II
• City of Garden Grove, California
• City of Fullerton, California
• Port of Long Beach, Middle Harbor – Long Beach, California • California State University, San Bernardino – College of Extended Learning Expansion – San Bernardino, California

SMITH-EMERY LABORATORIES
An Independent Commercial Testing Laboratory, Established 1904

Myles Lutes | Field Technician
Mr. Lutes has been a member of our team for the past 5 years performing as a Field-Testing Technician.

Myles has experience in testing for pubic works projects and their various requirements. His duties include, Compaction testing of soils & asphalt along with sampling of concrete.

Licenses and Certifications

American Concrete Institute Field Testing Technician – Grade I Certification, Exp. 06/17/2022 Nuclear Gauge Certification

California Test Certifications (CALTRANS)

CT 504 – Air Content of PCC, Pressure Method
CT 518 – Unit Weight, PCC
CT 539 – Sampling Fresh Concrete
CT 540 – Making Cylinders
CT 543 – Air Content of PCC, Volumetric Method
CT 556 – Slump, PCC
CT 557 – Temperature, PCC

Project Experience
Mr. Lutes has supported Smith-Emery in the following municipalities on various on- call projects performing compaction testing and concrete sampling for the Past 4 years. Performing Compaction of soils, aggregate base and asphalt along with sampling and batch plant inspections. • Jurupa Community Services District
• Los Angeles County Sanitation District
• City of Fullerton, California

SMITH-EMERY LABORATORIES
An Independent Commercial Testing Laboratory, Established 1904

Marcos Campos | Field Technician
Mr. Campos is a valued member of our team for the past 5 years and he excels at his duties as a Field Testing Technician. Marcos is proficient with public wor ks projects and their various requirements. His duties include, but are not limited to: soils testing, asphalt testing, concrete testing . Marcos has worked with Smith-Emery since 2017, and is an asset to any project team. Mr. Campos is moving to the Coro na area making him only 15 minutes away support the project.

Licenses and Certifications

American Concrete Institute Field Testing Technician – Grade I Certification, Exp. 01/14/2022 Nuclear Gauge Certification
California Test Certifications (CALTRANS)

CT 125 – Admixture Sampling
CT 125 – Bituminous Sampling
CT 125 – General Sampling
CT 125 – PCC Sampling
CT 125 – AGG Sampling, Aggregates
CT 125 – HMA Sampling
CT 231 – Relative Compaction, Nuclear Gauge
CT 375 – AC Density by Nuclear Gauge
CT 504 – Air Content of PCC,
Pressure Method
CT 518 – Unit Weight, PCC
CT 539 – Sampling Fresh Concrete
CT 540 – Making Cylinders
CT 543 – Air Content of PCC,
Volumetric Method
CT 556 – Slump, PCC
CT 557 – Temperature, PCC

Project Experience
Mr. Campos has supported Smith-Emery in the following municipalities on various on- call, capital improvement projects (CIP) and local assistance projects performing compaction testing on trench backfill- roadway subgrade, base & asphalt.

• City of Irvine, California
• City of Costa Mesa, California
• City of Fullerton, California
• Port of Long Beach, Middle Harbor – Long Beach, California • Jurupa Valley Community Services District
• Los Angeles County Sanitation District

SIAD TL-0113: CALTRANS ACCREDITATION LABORATORY INSPECTION REPORT

STATE OF CALIFORNIA

DEPARTMENT OF

TRANSPORTATION

CALTRANS ACCREDITATION LABORATORY INSPECTION REPORT
Please verify lab accreditation by visiting SIAD website: https://sia.dot.ca.gov/

Expiration
Date: 2024-05-13
Inspected By: Majid Fahrtosh
IA No.: 112
Phone: 562-449-8001
RSP #: 92
File: Material Category 500
Laboratory: Smith Emery - Los Angeles
Address: 781 East Washington Boulevard Los
Angeles CA, 90021
Lab QC Mgr.: Janeth Quintero
E-mail: [email protected]
Telephone: 213-699-7839
Fax #.: 213-741-8420
A certified Independent Assurance (IA) visited this
laboratory on 2023-05-10
Only the equipment to be used on Caltrans Construction
projects and/or local construction projects on the
National Highway System was checked for qualification.

At the time of Caltrans Accreditation, this laboratory had all necessary equipment to perform the test methods
indicated below.

Testing personnel shall be Caltrans Qualified and
possess a current Caltrans Certification Form TL-0111
or AASHTO Proficiency Form TL-0115 prior to
performing any sampling or testing.

CT 105 CT 201 CT 202 CT 204 CT 206
CT 207 CT 211 CT 214 CT 217 CT 227
CT 229 CT 521 CT 523.1 Section B.1 & B.2 CT 523.2 Section B.3 CT 539 A visual check was performed and documents provided as necessary for the following items:
✓ Facility Safety Manual ✓ Copies of current applicable test procedures ✓ Laboratory Procedures Manual ✓ Calibration and service documentation ✓ Laboratory Quality Control Manual ✓ Calibration stickers affixed to test equipment ✓ Proper test equipment (dated within the 12 months)
On 2023-05-13 , this laboratory was Caltrans Qualified by:

Majid Fahrtosh - IA112
(Printed name of IA person) (Signature of IA person)

Validation Certificate
Validation Certificate.htm[12/21/2021 9:07:23 AM]

AGGREGATE
Aggregate - C 29 - Opt - Unit Weight and Voids in Aggregate Aggregate - C 40 - Opt - Organic Impurities
Aggregate - C 70 - Opt - Surface Moisture in Fine Aggregate Aggregate - C 88 - Opt - Sulfate Soundness
Aggregate - C 117 - Req - Material Finer than 75 μm (No. 200) Sieve Aggregate - C 127 - Req - Specific Gravity & Absorption in Coarse Aggregate Aggregate - C 128 - Req - Specific Gravity & Absorption in Fine Aggregate Aggregate - C 131 - Opt - Los Angeles Abrasion Resistance on Small-Size Coarse Aggregate Aggregate - C 136 - Req - Sieve Analysis of Aggregates
Aggregate - C 142 - Opt - Clay Lumps
Aggregate - C 535 - Opt - Los Angeles Abrasion Resistance on Large Size Coarse Aggregate Aggregate - C 566 - Opt - Total Moisture Content
Aggregate - C 702 - Opt - Reducing Samples to Testing Size Aggregate - C 1077 - Opt - Concrete and Concrete Aggregate Testing Standards (Quality Standards) Aggregate - D 2419 - Opt - Sand Equivalent Value
Aggregate - D 3744 - Opt - Aggregate Durability Index

CONCRETE
Concrete - C 39 - Req - Compressive Strength of Cylindrical Specimens Concrete - C 78 - Opt - Flexural Strength by Third Point Loading Concrete - C 138 - Req - Unit Weight and Air Content by Gravimetric

USACE CERTIFICATE
OF

LABORATORY VALIDATION
Smith-Emery Laboratories
781 E. Washington Blvd.

Los Angeles, CA,
Jerry M. Banzuela
(213) 699-7839
has demonstrated, by abbreviated audit of its AASHTO accreditation, or by inspection of required records, equipment, procedures, facilities, and/or final reports, its proficiency to perform testing of construction materials, as established by the quality standards of AASHTO R 18 guidance and the requirements of the applicable ASTM standards.

THIS USACE CERTIFICATE OF LABORATORY VALIDATION IS ACCURATE AS OF ITS DATE AND TIME OF GENERATION:
21 DEC 2021 AT 11:06 HOURS
ALL METHODS LISTED ON THIS CERTIFICATE OF VALIDATION WILL EXPIRE ON 12/01/2023

PLEASE CONFIRM THE CURRENT VALIDATION STATUS OF THIS LABORATORY USING THE SEARCH FEATURE ON OUR PUBLIC WEBSITE: https://mtc.erdc.dren.mil

Chad A. Gartrell, PE, Director
USACE Materials Testing Center
Vicksburg, Mississippi, USA
MTC

MATERIALS TESTING
CENTER

Validation Certificate
Validation Certificate.htm[12/21/2021 9:07:23 AM]
Concrete - C 143 - Req - Slump
Concrete - C 172 - Req - Sampling
Concrete - C 173 - Req - Air Content by Volumetric ***required if C231 not performed*** Concrete - C 231 - Req - Air Content by Pressure ***required if C173 not performed*** Concrete - T 318 - Opt - AASHTO - Standard Method for Water Content of Freshly Mixed Concrete Using Microwave Concrete - E 329 - Opt - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection Concrete - C 511 - Opt - Moist Cabinets, Moist Rooms, Water Storage Tanks Concrete - C 617 - Opt - Capping Cylindrical Specimens
Concrete - C 1064 - Req - Temperature of Concrete

MASONRY
Masonry - C 140 - Req - Sampling and Testing Concrete Masonry and Related Units Masonry - C 1093 - Opt - Masonry Testing Standard (Quality Standards) Masonry - C 1552 - Opt - Capping Concrete Masonry Units and Related for Compression Testing METAL
Metal - A 370 - Opt - Standard Test Methods and Definitions for Mechanical Testing of Steel Products Metal - A 615 - Opt - Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement Metal - A 706 - Opt - Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement SOILS
Soils - D 422 - Req - Particle Size Analysis
Soils - D 698 - Req - Compaction Characteristics by Standard Effort Soils - D 854 - Req - Specific Gravity of Soils
Soils - D 1140 - Req - Material Finer than 75 m (No. 200) Sieve Soils - D 1557 - Req - Compaction Characteristics by Modified Effort Soils - D 1883 - Req - CA Bearing Ratio (CBR)
Soils - D 2166 - Req - Unconfined Compressive Strength
Soils - D 2216 - Req - Water Content
Soils - D 2435 - Req - One-Dimensional Consolidation Properties Soils - D 2487 - Req - Classification of Soils
Soils - D 3080 - Req - Direct Shear Test in Consolidated Drained Conditions Soils - D 4318 - Req - Liquid & Plastic Limits & Plasticity Index Soils - D 6913 - Req - Particle-Size Distribution of Soils Using Sieve Analysis

This is to attest that

SMITH-EMERY LABORATORIES, INC.
781 EAST WASHINGTON BOULEVARD
LOS ANGELES, CALIFORNIA 90021, U.S.A

Testing Laboratory TL-191

has met the requirements of AC89, IAS Accreditation Criteria for Testing Laboratories, and has demonstrated compliance with ISO/IEC Standard 17025:2017, General requirements for the competence of testing and calibration laboratories. This organization is accredited to provide the services specified in the scope of accreditation.

Effective Date May 1, 2023

President

TL-191
Smith-Emery Laboratories, Inc. Page 2 of 4

SMITH-EMERY LABORATORIES, INC.
www.smithemery.com

Contact Name Janeth Quintero Contact Phone + +1-213-749-3111 Accredited to ISO/IEC 17025:2017 Effective Date May 1, 2023

CMT
ASTM C39/C39M Standard test method for compressive strength of cylindrical concrete specimens
ASTM C138/C138M Standard test method for density (unit weight), yield, and air content (gravimetric) of concrete
ASTM C140/C140M Standard test methods for sampling and testing concrete masonry units and related units
ASTM C143/C143M Standard test method for slump of hydraulic-cement concrete ASTM C511 Standard specification for mixing room, moist cabinets, moist rooms, and water storage tanks used in the testing of hydraulic cements and concretes ASTM C617 Standard Practice for Capping Cylindrical Concrete Specimens ASTM C947 Standard Test Method for Flexural Properties of Thin-Section Glass-Fiber- Reinforced Concrete (Using Simple Beam With Third-Point Loading) ASTM D1037 Standard Test Method for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials (Section 15)
Specimens
ASTM D2487 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)
ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
ASTM D4829 Standard Test Method for Expansion Index of Soils ICC ES AC155 Hold-downs (tie-downs) attached to wood members (test methods referenced in sections 3.0 and 4.0)
ICC ES AC170 Shear reinforcement devices in structural concrete (test methods referenced in section 3.0)
ICC ES AC347 Headed deformed bars (test methods referenced in sections 3.0 and 4.0) ICC ES AC362 Adhesives for masonry construction (test methods referenced in sections 3.0 and 4.0 (excluding sections 4.5, 4.7 and 4.10)
Physical

TL-191
Smith-Emery Laboratories, Inc. Page 3 of 4

ASTM C482 Standard test method for bond strength of ceramic tile to Portland cement paste ASTM D570 Standard test method for water absorption of plastics ASTM D638 Standard test method for tensile properties of plastics ASTM D695 Standard test method for compressive properties of rigid plastics ASTM D790 Standard test methods for flexural properties of unreinforced and reinforced plastics and electrical insulating materials
ASTM D882 Standard test method for tensile properties of thin plastic sheeting ASTM D2240 Standard test method for rubber property—durometer hardness ASTM D3039/D3039M Standard test method for tensile properties of polymer matrix composite materials
ASTM D4541 Standard test method for pull-off strength of coatings using portable adhesion testers
ASTM E2126 Standard test methods for cyclic (reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings FM 1950 Seismic sway braces for pipe, tubing and conduit [section 4.2 – cyclic testing (component testing) and section 4.3 – cyclic tests (assembly testing)] Structural
ASCE 19-96 Standard guidelines for the structural applications of steel cables for buildings ASTM A370 Standard test methods and definitions for mechanical testing of steel products ASTM A416/A416M Standard specification for low-relaxation, seven-wire steel strand for prestressed concrete
ASTM A615/A615M Standard specification for deformed and plain carbon-steel bars for concrete reinforcement
ASTM A970/A970M Standard specification for headed steel bars for concrete reinforcement ASTM A1034/A1034M Standard test methods for testing mechanical splices for steel reinforcing bars ASTM C627 Standard test method for evaluating ceramic floor tile installation systems using the Robinson-type floor tester
ASTM E18 Standard test methods for Rockwell hardness of metallic materials ASTM E23 Standard Test Methods for Notched Bar Impact Testing of Metallic Materials ASTM E72 Standard test methods of conducting strength tests of panels for building construction
ASTM E330/E330M Standard test method for structural performance of exterior windows, doors, skylights and curtain walls by uniform static air pressure difference TL-191
Smith-Emery Laboratories, Inc. Page 4 of 4
ASTM E331 Standard test method for water penetration of exterior windows, skylights, doors, and curtain walls by uniform static air pressure difference ASTM E455 Standard test method for static load testing of framed floor or roof diaphragm constructions for buildings
ASTM E564 Standard practice for static load test for shear resistance of framed walls for buildings
ASTM F606 Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets
California Test 670 Method of test for mechanical and welded reinforcing steel splices, Excluding Section F, Supplementary Tests for Prequalification Approval ICC ES AC16 Plastic glazed skylights (test methods referenced in sections A3.0 and A4.0) ICC ES AC43 Steel deck roof and floor systems (test methods referenced in section 4) ICC ES AC129 Steel moment frame connection systems [test methods referenced in section

4.0) load limited to 500 kips)]
ICC ES AC133 Mechanical splice systems for steel reinforcing bars [test methods referenced in sections 3.0 and 4.0 of (excluding annex 4.0)]
ICC ES AC230 Power-actuated fasteners for shear wall assemblies constructed with cold- formed steel framing and wood structural panels (test methods referenced in section 3.0)
ICC ES AC276 Segmental retaining walls (test methods referenced in section 3.2 and 3.3) ICC ES AC390 Wall panels with a welded steel perimeter frame used in agricultural storage structures (test methods referenced in section 3.5)
ASCE: American Society of Civil Engineers
FM: Factory Mutual
UBC: Uniform Building Code
Southern California Area
July 1, 2023 - June 30, 2024
Smith-Emery Laboratories
Schedule Of Fees
[email protected]

Table of Contents
i
Professional Staff ii
Professional Affiliations, Approvals & Accreditations iii vCharges for Services and Contract T erms
ivCommittees, Jurisdictional/OSHA Approvals, Offices
viiiGeneral Conditions
3General Field Services
6Aggregate
9Calibration Verification Services
10Ceramic Tile & Stone
8Asphalt Concrete
14Construction Materials
16Curtain Wall
18Masonry
19Metallurgical
22Plastics and Plumbing
33Administrative Fees
12Concrete
24Reinforcement
26Soils
27Structural
29Geotechnical and Environmental Services
31Chemical Services
31Organic Analysis
32Inorganic Analysis
23Quality Assurance (3rd Party Audit)
5Laboratory Services
1Inspection Services

P.E., Civil, B.S.C.E.

Javeriana U, Bogotá Colombia
Janeth QuinteroSimon Bittar
P.E., Civil, B.S.C.E
Cal State Los Angeles
Dinesh Shrestha
P.E, G.E, QSD
Cal State University Fullerton
William Partridge
B.S.M.E.

University Of San Diego
Joeseph Kingston
B.S.C.E., CWI
University Of Pittsburgh
Angelito Cabanilla
B.S.C.E.

Adamson University - Philippines
Wilfredo Bote
B.S.C.E.

Central Luzon Polytech - Philippines
Agerico M. Banzuela
Mapua Inst. Of Tech - Philippines
B.S.E.M.

Idebrando Resurreccion
B.S.C.E.

Far Eastern U, Philippines
Azmat Imam
Chemical Engineering, M.Sc.

Ohio University
Carl Eklund
P.E., Civil, B.S.C.E.

Cal State University Long Beach
Christopher Larkin
P.G., B.A. Biology
Western University Washington
Lynn Klimasofski
B.Sc.

Cal State Los Angeles
Subhasmita Jena
PHD Geology
Utkal University Odisha, India
Rick O Parlier
Chemical Engineering
University Of California, Santa Barbara
Rafael Cruz
B.S.E.E.

University Of Santo Tomas-Philippines
Patrick Morrison
P.G. CEG
Cal State University Humboldt
ii
James E. Partridge
P.E.-Civil. President
Principal
Staff
Edward Salazar
P.E. - Civil, CWI
University Of California, Berkley
University Of California, Berkley
R. Theodore Peet
P.E-Civil, B.S.C.E., ASNT Level III
University Of Pittsburgh
Kurt Brown
P.E Civil - FL, NV
University Of South Florida
Rodney Patterson
ASNT Level III
College Of Oceaneering
Jacob Bailey
P.E. Civil, B.S.C.E.

Cal State University Fullerton
Ayesha Syeda
B.S.C.E., H.S.C.E
Cal State Long Beach
Robert Aghazarian
Chemistry
University Of Adamson, Phillippines
Afnan Asghar
B.E.I.M
NED University Of Engineering &
Technology, Pakistan
Ray Mazuk,EIT
B.S.CE Civil Geotechnical
San Fransisco State University
Nicolas Dela Cruz
B.C.C.E.

University Of The East - Phillippines
Approvals and Accreditations (Partial List)
Professional Affiliations
American Society of Civil Engineers American Society for Testing Materials American Society of Safety Engineers American Concrete Institute American Welding Society American National Standards Institute American Society for
Non Destructive Testing
American Society for Quality American Water Works Association American Chemical Society California Geotechnical Engineers Association
Construction Specifications Institute
National Society of
Professional Engineers
Geological Society of America
Registrar Accreditation Board
International Association of Plumbing
& Mechanical Officials
Society of Fire Protection Engineers
International Code Council
Society of Petroleum Engineers Structural Engineers Association of Southern California
American Association Of State Highways
ANSI ASME NQA-1 Compliant
California Water Boards ELAP
Accreditation
City Of Los Angeles
Division of the State Architect
International
Accreditation Service
Nuclear Regulatory
Commission
State of Florida and
Dade County Approved
Agency and Laboratory
City Of San Diego
Testing Laboratory
Special Inspection Agency
American Materials Reference Laboratory
California Department of Transportation
County Sanitation Districts of
Los Angeles County
Clark County Approved Agency And
Labratory
Fabricator Audit Program per/IBC
section 17
International Code
Conference-Evaluation Service
US Army Corps Of Engineers
Office of Statewide Health
Planning and Development
American Concrete Institute
American Architectural
Manufacturers Association
California Department of Health,
Sanitation, and Radiation Dept.

City Of San Francisco
Concrete and Cement Reference
Laboratory
ISO/IED Standard 17025 and
17020
IAPMO Inspection Agency and
Laboratory Recognition
RABQSA/Exemplar
Registration and
Certification (Int)
US Department of State,
Overseas Buildings Operations
Affiliations, Approvals & Accreditations
iii

iv
Jurisdictional Approvals - Third Party Quality Assurance Agency and T esting Laboratory City and County of Riverside, CA
City of Corvallis, OR
Clark County, NV
National City, CA
City of Portland, OR
City of Oakland, CA City of Ocean Shores, W A
City and County of Salem, OR
Grays Harbor County, W A
City of Emeryville, CA
City of San Jose, CA
San Diego County, CA
State Of Florida and Dade County, FL
City Of Palmdale, CA
City and County of Spokane, W A
Los Angeles County, CA
City of Honolulu, HI
City of San Mateo, CA
State of Oregon
Washington Association of Building Officials - Seattle, W A Office Locations
P - (213) 749-3411
P - (213) 741-8626
Anaheim, CA
P - (714) 238-6133
Fresno, CA
P - (559) 352-3097
Shanghai, China
P - (86)-138-019-4
Salem, OR
P - (509) 285-4337
San Francisco, CA
P - (415)-642-7326
Branch Offices
NFPA Committees on Fire Science T echnology
www.smithemery.com
[email protected]
Education Section
Architect, Engineers and Building Official Section
Building Safety Section, Commercial/Residential
Florida State Structural Provisions Committee
California Title 24 Sub-Committee
National Fire Marshals Associate
Oregon/NFPA Fire Chief Association
International Association of Arson Investigators
LABC Life and Safety Committee
LABC Structural Committee
791 East Washington Boulevard
Los Angeles, CA. 90021
Federal OHSA
California OSHA Washington OSHAOregon OHSA
OSHA Approvals for T esting
Committees, Approvals & Offices
Main Office

constitute the contract terms between the Client and Smith-Emery Laboratories (“Smith-Emery”) unless the Client and Smith-Emery have executed a written contract with respect to such services, in which case the terms and provisions of the written contract shall control.

Minimum Charges
• Show-up -- No work performed -- 2 hours.
• 4 hour minimum -- 1 to 4 hours work completed before noon. • 8 hour minimum -- Work over 4 hours.
•Billable minimum one hour staff engineer, per week.
: Less than 24 hour call-out may necessitate premium charges.*NOTE Regular Time
• First 8 hours, Monday through Friday, between 6:30am to 4:00pm.

Time And One-Half
• Hours 9 through 12, Monday through Friday.
• Hours 1 through 12 Saturday.
• Day Shift between 3:00 a.m. and 5:00 a.m.

Double Time
• All hours after 12 Monday through Saturday and all day Sunday. • All holiday hours for in-plant off-site shop inspections. • Holidays are: New Year’s, Memorial, Presidents, Independence, Labor, Veterans, Thanksgiving, Day after Thanksgiving, and Christmas.

Travel Time And Mileage1.5
• No Travel Time or Mileage within 50-mile radius of our laboratory. For projects outside the 50-mile radius, special quotations will be made.
• Travel Time may be charged from portal to portal (if necessary to pick up/drop off equipment) to closest Smith-Emery location with mileage reimbursement. Internal Revenue Service (IRS) mileage rates- http://www.irs.gov/T ax-Professionals/Standard-Mileage-Ratesmade.

Parking
• When not furnished, parking will be charged as paid by the SEL representative.

1.6 Subsistence
• On remote jobs, subsistence, when not furnished, will be charged by quotation.

1.7 Shift Differential
• Second (Swing Shift) -- Eight (8) hours will be charged for first 7½ hours worked. Time worked in excess of 7½ hours will be billed at time and one-half rate. • Third (Graveyard Shift) -- Eight (8) hours will be charged for first 6.5 hours worked. Time worked in excess of 6.5 hours will be billed at time and one-half rate. • Northern California Steel Shops -- add 12.5% for Night Shift Differential.

1.8 1.2

1.3 1.4
Working Conditions And Hours – Field Services
v
The Charges for Services and General Conditions set forth below will govern the provision of services and will Charges for Services and Contract Terms

1.1 1.

Invoices for services will be rendered weekly and payments thereof are due upon presentation of invoice.
a.
b.Where credit terms have been requested and approved by Smith-Emery, invoice terms will be net fifteen (15) days.
c.Client will notify Smith-Emery of any invoice errors or necessary corrections within fifteen (15) days of receipt of invoice; thereafter, client acknowledges invoices shall be deemed to be correct. d.Invoices shall be deemed delinquent if not paid within thirty (30) days from the date of invoice, and will be subject to a late payment charge of 1.5% of the invoice total plus an additional charge of 1.5% of the invoice total for each month for additional credit and collection expense incurred thereby.
e.Smith-Emery reserves the right to terminate its Services to Client, with 3-day notice, if all invoices are not paid currently. Upon such termination of Services, the entire amount accrued for all Services performed shall immediately become due and payable. Client waives any and all claims against Smith-Emery, its subsidiaries, affiliates, servants and agents, in connection with termination of work pursuant to this paragraph.
3rd Party Billing Software
• Customer requests to submit invoice(s) via customers Software will be charged for special billing handling. Charges will show on the invoice as Special Billing Handling at a flat rate of $145 per month.

1.11 Insurance
• Smith-Emery carries all insurance required by law. Additional costs of extra insurance certificates, coinsurance endorsements or additional insurance will be invoiced to the client.

1.12 Upon ordering work from Smith-Emery and in consideration of the extension of credit, Client and Smith-Emery agree as follows:

2.1 T erms Of Payment
Should Smith-Emery deem it necessary to refer a past-due account to an attorney or to file suit for collection, Client agrees to pay all actual expenses and costs incurred thereby, including actual attorney’s fees and costs. Jurisdiction and venue of all such actions and any other actions arising from this agreement or the provision of services by Smith-Emery shall be in Los Angeles County, State of California.
f.

The prices quoted below for All Services will change after June 30st each year. On July 1st of each year thereafter, the charges for services set forth in this Schedule of Fees will be adjusted by changes in our general administrative and overhead expenses. These adjusted charges shall become the agreed upon basis for charges by Smith-Emery to Client.

3.1 Escalation Clause
vi
Charges for Services and Contract Terms (continued)
Cancellation
• No charge if made before 4:00 p.m. of the preceding day. See Minimum Charge.

1.10 2.

3. • SEL representative will remain on job until discharged by competent authority.

Completion1.9

The client recognizes that if shop steel inspection is listed in the proposal, that unless noted, the inspection is estimated to be performed in only one steel fabrication facility. In addition, it is recognized by the client that any weekly overtime hours, Saturday or Sunday work, double shift, and/or night shift differential for shop steel inspection is not included in this proposal unless noted.

Smith-Emery reserves the right to re-negotiate the hourly wage portion of the project proposal if the project is deemed to be prevailing wage after the proposal is submitted and/or signed.

Wage determinations for PW projects are set by the department of labor and become effective July 1st of each year. At that time, the charges for services set forth in this schedule of fees will be adjusted by the new determination and changes in our general administrative and overhead expenses. These adjusted charges shall become the agreed upon basis for charges by Smith-Emery to client.

Prevailing Wage
Client will be invoiced for all work performed on time and material basis based on Smith-Emery's Working Conditions and Hours, as an attachment to their contract. vii

5. Charges for Services and Contract Terms (continued)

4.2 5.1

5.2 Anticipated Costs4.

Client recognizes and agrees that any “anticipated costs, ” “budget estimates, ” or the like that may be prepared by Smith- Emery are “guaranteed maximums, ” “lump sums, ” or “not-to-exceed totals. ”NOT

4.1 General Conditions

1. Indemnification

2. Limitation Of Liability
Client and Smith-Emery agree to limit the liability, including but not limited to liability for consequential damages, of Smith-Emery, including its shareholders, officers, directors, employees, agents and representatives for any acts, errors, omissions, breaches of contract, or negligence, active, affirmative, passive, concurrent or sole, on the part of Smith-Emery, arising directly or indirectly from the performance of the professional services under this Agreement, to Client to $10,000 or an amount equal to Smith-Emery’s fee, whichever is greater.

2.1 In the event of any claim against Smith-Emery by any party other than the Client, Client agrees to hold Smith-Emery, including its shareholders, officers, directors, employees, agents and representatives, free and harmless of and from, and to indemnify and defend Smith-Emery against, any and all liability, claims, causes of action, demands, judgments, losses, damages, expenses or costs (including, but not limited to, all costs and fees of litigation) of every kind, nature and description, including, but not limited to, any and all demands arising by reason of injury or death to person or damage to property, real or personal, including loss of use thereof, economic loss or loss or damages otherwise arising directly or indirectly out of the obligations herein undertaken, or out of operations conducted by Client, however caused or alleged to have been caused, even if due to the acts, errors, omissions or negligence, active, affirmative or passive of Smith-Emery, except for such losses or damages arising out of or caused by the sole negligence or willful misconduct of Smith-Emery.

1.1 Client agrees and understands that, in order to provide the professional services requested at the agreed-upon fees, this Agreement does not provide for full liability of Smith-Emery for losses or damages which may arise directly or indirectly under this Agreement. Client further understands that should Client require Smith-Emery to accept exposure to greater liability under this Agreement, Client has the opportunity to negotiate in advance a higher limitation of liability, or to eliminate entirely such limit of liability, but that the higher fees commensurate with this higher risk of liability to Smith- Emery shall be subject to agreement. Client agrees that this provision limiting Smith-Emery’s liability cannot be modified, altered, or varied except by a written instrument signed by client and Smith-Emery.

2.2 Dominant T erms3.

2.3 Client understands and agrees that smith-emery is not an insurer; that this agreement does not provide client with insurance coverage by smith-emery or anyone acting on its behalf; that all fees hereunder are based solely on the value of the professional services to be provided by smith-emery; that insurance, if any, shall be obtained by client at client’s sole expense.

The terms and conditions of this agreement shall take precedence over any terms and conditions which may appear in client’s purchase order, approval or acceptance. Any terms and conditions of client’s purchase order, approval or acceptance which are not identical to the terms and conditions of this agreement are null and void, are not part of the agreement between smith-emery and client and are not binding upon smith-emery. The terms and conditions of this agreement may not be varied or changed, nor any of its provisions waived, except by written agreement, signed by an authorized representative of Smith-Emery.

3.1 PLEASE READ THESE GENERAL CONDITIONS WITH CARE
viii

1 Inspection Services - Non-Prevailing Rates1

CODE COST CODE COST
Preliminary Investigations By Quote
By QuoteFoundation Recommendations
On-Site T esting (Compaction) $163
Drilled-In-Anchors
Reinforcing Steel Placement
Reinforcing Steel Material ID
Concrete Placement
Precast Plant Inspection
Gunite/Shotcrete
Prestressed/Post-T ension
Fiberwrap
Retaining Walls
Masonry Inspection $130.002402
Stair Shaft
Veneer
Grouting
Repointing
Visual
By QuoteSteel Shop - Visual Inspection2405
Material I.D
Welder Qualification
WPS Review
Structural Walls
Shear Nailing Inspection
Hold-Down Hardware, Include Dowels
Fireproofing T echnician / Sampling
Thickness Evaluation / Adhesion
Fire Stop System Installation Inspection
Material I.D.

Laydown
Material Sampling
Drywall Fastening
Electrical
H.V .A.C.

Plumbing
Fire Sprinkler
Waterproofing
Ceramic Tile
Curtain Wall
By QuoteMiscellaneous Finishing
Radiography
Radiographic T echnician
Level II with Helper & Field Film
By QuoteProcessing Equipment
per hour
By QuoteSteel NDT - Shop2406
Ultrasonic
Magnetic Particle
Dye Penetrant
$130Steel Field-Visual Inspection2403
Field Welding & Bolting
Material ID
Welder Qualification Review
Weld Procedure Qualification
Steel NDT - Field $1362404
Ultrasonic
Magnetic Particle
Dye Penetrant
$136Waterproofing Inspection3511
Material I.D, Laydown, Sampling
Warranty Inspection
Geotechnical Consulting/T esting
1 Grading Inspection2016
Field T echnician w/ Nuclear Gauge $1697212
Reinforced Concrete Inspection $1302401
Batch Plant Inspection3310
Shear Diaphragms $1301815
Fireproofing/Firestop Inspection $1302407
Roofing Inspection $1303410
Finishing Inspection $1301815

Inspection Services - Prevailing Wage Rates1a

CODE COST CODE COST
By QuotePreliminary Investigations
By QuoteFoundation Recommendations
By QuoteEnvironmental Assessment Studies
$163On-Site T esting (Compaction)
Drilled-In-Anchors
Reinforcing Steel Placement
Reinforcing Steel Material ID
Concrete Placement
Precast Plant Inspection
Gunite/Shotcrete
Prestressed/Post-T ension
Fiberwrap
Retaining Walls
Structural Walls
Veneer
Repointing
Stair Shaft
Grouting
Visual
Welder Qualification
WPS Review
Material I.D
Ultrasonic
Magnetic Particle
Dye Penetrant
Field Welding & Bolting
Material ID
Welder Qualification Review
Weld Procedure Qualification
2310Ultrasonic
2311Magnetic Particle
2312Dye Penetrant
Material I.D, Laydown, Sampling
Warranty Inspection
Shear Nailing Inspection
Hold-Down Hardware, Include Dowels
Fireproofing T echnician / Sampling
Thickness Evaluation / Adhesion
Fire Stop System Installation Inspection
Material I.D.

Laydown
Material Sampling
Drywall Fastening
Electrical
H.V .A.C.

Plumbing
Fire Sprinkler
Waterproofing
Ceramic Tile
Curtain Wall
By QuoteMiscellaneous Finishing
Radiography
Radiographic T echnician
Level II with Helper & Field Film
By QuoteProcessing Equipment
per hour
Geotechnical Consulting/T esting
2 Grading Inspection2016
Field T echnician w/ Nuclear Gauge $1697212
Reinforced Concrete Inspection $1692401
Batch Plant Inspection3310
Masonry Inspection $1692402
By QuoteSteel Shop - Visual Inspection2405
By QuoteSteel NDT - Shop2406
$169Steel Field-Visual Inspection2403
Steel NDT - Field $1742404
$174Waterproofing Inspection3511
Shear Diaphragms $1691815
Fireproofing/Firestop Inspection $1692407
Roofing Inspection $1693410
Finishing Inspection $1691815

General Field Services

CODE COST
Film Adhesion
ASTM D4541-Regular Time, per hour
4474 $120

CODE COST
ASTM D6132 - Regular Time, per hour
Dry Film Thickness4475 $120
Regular Time, per hour
By Quote3210Adhesion/Cohesion T esting of Spray
Applied Fireproofing
$120
Regular Time, per hour
Firestopping T echnician3211
$120
Regular Time, per hour
3310Batch Plant T echnician
$120
Regular Time, per hour
3410Roofing T echnician
$120
Regular Time, per hour
3510Membrane T echnician
By Quote3511
Regular Time, per hour
Roofing/Waterproofing T echnician
$120
Regular Time, per hour
3512Pull T esting of Post Installed Anchors,
T echnician
3610 $120
Regular Time, per hour, 4-hour minimum
Mixed Concrete, T echnician
3061 By QuoteNon-Destructive T esting
5101 $.80Mileage
4420 By QuoteSpecial T esting
3088 By QuoteStructural Investigations of Existing
Buildings
3096 By QuoteCorrosion Survey
$196
Per hour
3097Ground Penetrating Radar
$109
Per hour
3099Equipment Delivery and Stand by time
3061Non-Destructive T esting, Phased Array
UT
By Quote
4415Skidmore
per day
$109
4413
per day
T orque Wrench $82
per day
Multiplier $334414
Field Equipment Charges Activity Cost
2 per day
Pull T est Equipment (ram, pump, gage) $1634464
per day
Dynamometer4465 $82
per day
Schmidt Hammer9704 $82
per hour (4-hr min)
Ground Penetrating Radar (GPR)3097 $196
half day
Flatness Equipment Charge4814 $653
per day
Flatness Equipment Charge4826 $1307
per day
Field Hardness Equipment9117 $71
Misc. Equipment Charge4416 By Quote
per day
Vibration and Sound Monitoring4430 By Quote
per day
Photostress4419 By Quote
per day
Concrete Air Meter, Pressure of
Volumetric
4431 $82
per day
Concrete Unit Weight Kit, scale,
bucket, plate, mallet, and rod
4436 $82
each - per day
2-inch cube brass embecco molds4437 $82
per day
$109Film Adhesion Equipment, Dollies and
Epoxy
9217
By QuoteStrain Gages4467
Phased Array Ultrasonic T esting
Equipment
2500 $125
$54
per day
Fall Prevention Equipment4397
$545Mobile Concrete Laboratory4398
per day
Ultrasonic T esting Equipment2400 $54
- all equipment is required to be operated by one of our tained technicians/inspectors. Additional charges are applied for our SE technical inspector’s time.
* Note
$1633710T echnician and Equipment Concrete
(4 and 8 hour minimum ) - per hour
$2013910
(4 hr. minimum) - per hour
Coring for Overhead / Ceiling coring
Concrete Coring Services
Travel Time, per hour (travel time by
quote for prevailing wage projects)
7325 $98
Mileage, per mile7313 $.80
each
Compression Strength Determination
( Including sample preparation and
capping)
7347 $109
Thickness Determination
per ASTM C42
7346 $33
Miscellaneous Concrete Coring Prices:

Patching Slab on Grade Cored Holes
with 2500 psi Concrete Patch
each
$447345
per day
Scaffolding7348 $163
2504 $6,600UT Railwalking Stick
1 Person Crew -Per Day
2502 By QuoteHi-Rail UT Vehicle Mobilization
2503 $163Ultrasonic by Electromagnetic Induction
per hour
2501 $12,500Hi-Rail UT Vehicle
includes two technicians - per day
3 per day
Dry Film Thickness Gage4409 $71

CODE COST CODE COST
General Field Services (continued)2
Alternate Individual Core Prices
T echnician and Equipment Asphaltic
Concrete Cores
(4 and 8 hour minimum)
3710 $163
Asphaltic Concrete Cores 2” , 3” and 4”
Diameter
(First 6” in depth) each
7022 $65
(First 6” in depth) each
Asphaltic Concrete Cores 6” and 8”
Diameter
7029 $65
Asphaltic Concrete Cores
per inch after 6” in depth) each
7030 $27
Patching of Core Drilled Holes Using
Cold Patch Material
each
7031 $4.00
Miscellaneous Ashphaltic Coring Prices
Thickness Determination
per ASTM C42 - each
7032 $27
Specific Gravity for Determination of
Percent Compaction
per ASTM D 2726 - each
7033 $38
Specific Gravity for Determination of
Percent Compaction
by paraffin - each
7034 $60
(all prices are for a four core minimum job):

Asphalt Concrete Coring Services
4 CODE COSTCODE COSTCODE
Laboratory Services
Court Appearance,
per hour - four-hour minimum
9603 $457
3011 $234Registered Professional Engineer,
Laboratory
per hour
Staff Engineer3015 $218
per hour
T est T echnicians -- Away from Lab,3014 $120
Regular Time - per hour
Field T esting -Training, regular time3009 $120
per hour
Submittal Review2441 $234
per hour
Steel Shop Management,2442 $125
per hour
Level III Supervisor – ASNT2443 $152
per hour
Preparation for Court, Consultations9605 $348
per hour
Laboratory Supervisor, regular time3012 $125
per hour
3013 $120
regular time - per hour
T est T echnicians -- Laboratory
Administrative Support 7% Invoice4443
*Report Charge
per report, per copy
$3.009110
Final Report Charge By Quote9111
General T esting-Rush Charges 50%4812
Miscellaneous Pick-up
per trip minimum (within 40-mile radius)
$1635023
Miscellaneous Pick-up, per trip minimum
(more than 40-mile radius)
$2725028
Materials Purchased By Quote4406
Sample Preparation By Quote4408
Special T est Set-Up (2-techs+1 engineer
crew)
per hour
$3274422
Miscellaneous Sample Pick-up $875022
per hour
Special T esting By Quote4420
Plus actual expenses when out-of-town
3 Sample Disposal By Quote4425
Subsistence
per day
By Quote1103
Travel Expense Cost + 25%1106
Travel Time
per hour
$984456
Mileage
per mile
$.805101
Concrete Core Cutting Cost + 25%4313
Materials Purchased By Quote4406
Rental of Equipment Cost + 20%4416
Outside Laboratory By Quote4417
Outside Services Cost + 25%9702
Off-hour Laboratory Operationsper day
$1,0895051
Holiday and Sunday Laboratory
Operations
per day
$1,6345052
Laboratory hours are 7:00am - 4:00pm, Monday through Friday.

Additional charges will be made for off-hours or weekend testing as follows:
*Generally for Compression T esting of Concrete, Base Plate Grout, Masonry Mortar and Grout, as well as T ension and Bend T esting of Reinforcing Steel.

Professional Staff Outside Services
Laboratory Hours
Expert Witness T estimony
Administrative
Travel Expenses
Special T esting
5 CODECODE COST CODE COST
Aggregate4
$49Absorption, Coarse,
ASTM C 127 - each
7000
$60
ASTM C 128 - each
Absorption, Fine7001
By QuoteIn Lab Rock Coring and Cutting4132
$109Loss On Ignition
ASTM C25
7037
$218
CRD C 119, ASTM D 4791 - each
Percent Flat/Elongated7010
By QuotePlate Bearing T est
ASTM D 1195, D 1196
7118
By Quote
ASTM C295 -each
Petrographic Analysis of Aggregate for
Concrete
7024
$381
ASTM C 289, Chemical Method - each
Potential Alkali-Silica Reactivity of
Aggregate for Concrete
7551
By Quote
ASTM C 586, Rock Cylinder Method - each
Potential Alkali Reactivity of
Carbonate Rocks for Concrete,
7565
ASTM C 88 - each
Sodium soundness - Fine, 5 cycles7012 $240
By Quote
ASTM C 1260, Mortar-Bar Method - each
7552Potential Alkali Reactivity of Aggregate
for Concrete,
By Quote
ASTM D 1865 - each
Hardness T est7557
ASTM C 88 - each
Sodium soundness - Fine, 5 cycles, with
sample preparation
7046 $321
ASTM C 88 - each
Sodium soundness - Coarse, 5 cycles7047 $250
ASTM C 88 - each
Sodium soundness - Coarse, 5 cycles,
with sample preparation
7050 $305
ASTM C 88 - each
Magnesium soundness - Fine, 5 cycles,7048 $256
ASTM C 88 - each
Magnesium soundness - Coarse, 5 cycles7049 $294
ASTM C 127 - each
Specific Gravity, Bulk SSD, Coarse up to
1 ½”
7013 $76
ASTM C 127 - each
Specific Gravity, Bulk SSD, Coarse up to
2 ½”
7051 $120
ASTM C 127 - each
Specific Gravity, Bulk SSD, Coarse up to
2 ½” , Complete
7052 $191
ASTM C 128 - each
Specific Gravity, Bulk SSD, Fine7014 $87
ASTM C 127 - each
Specific Gravity, Bulk SSD, Coarse,
Complete
7045 $136
ASTM C 128 - each
Specific Gravity, Bulk SSD, Fine,
Complete
7060 $147
ASTM D2938 - each
Unconfined Compression T est of Intact
Rock
7021 $76
each
Unit Weight, ASTM C 29, (No Air Void
Determination)
7017 $76
ASTM C 29 - each
Unit Weight and Air Void Determination
– Coarse Aggregates up to 1” ,
7035 $218
ASTM C 29 - each
Unit Weight and Air Void Determination
– Fine Aggregates,
7036 $218
ASTM C 29 - each
Unit Weight only–Coarse Aggregates up
to 2 ½” ,
7053 $136
ASTM C 29 - each
Unit Weight and Air Void Determination
– Coarse Aggregates up to 2 ½” ,
7054 $245
ASTM C 142 - each
Clay Lumps/Friable Particles,7101 $87
each
Cleanness Value, Calif. 227, 2 ½” x 1 ½”7055 $245
each
Cleanness Value, Calif. 227, 1 ½” x 1”7056 $163
each
Cleanness Value, Calif. 227, up to 1”7004 $136
each
Durability Index, Calif. 229, Coarse,
Method A (Dc) retained #4
7005 $185
each
Durability Index, Calif. 229, Coarse,
Method C and D (Df) fine
7006 $180
each
Durability Index, Calif. 229, Method B
Dc Mod. Lightweight agg
7059 $191
ASTM C 131 - each
Los Angeles Rattler, up to1 ½”7008 $185
$256
ASTM C 535 - each
Los Angeles Rattler, up to 2 ½” with
sample preparation
7058
$926+
ASTM C 123 - each
Lightweight Aggregate, Coarse,7007
$762+
ASTM C 123 - each
Lightweight Aggregate, Fine8514
ASTM C 131 - each
Los Angeles Rattler, up to1 ½” with
sample preparation
7057 $218
ASTM C 535 - each
Los Angeles Rattler, up to 2 ½”7009 $256
$54Organic Impurities
ASTM C40
7115
$98
each
Sand Equivalent (Average of 3)
Calif. 217
8516
Conformity
6 CODE COST CODE COST
Aggregate (continued)
$98
ASTM D 2419 - each
Sand Equivalent (Average of 3)7123
$218Sieve Analysis, Coarse, 136, Cal T est
202 each greater that 1 ½” .

ASTM C
7039
$120
ASTM C 136 - each
Sieve Analysis, Fine, Cal T est 2027016
4 $136Sieve Analysis, Coarse, 136, Cal T est
202 each up to 1 ½”
7015
ASTM C
A Rush Charge of 100% for same-day results
apply to the following tests:

ASTM C29
(Unit Weight only)
$327+
ASTM C 641 - each
Staining Materials7553
ASTM C 136 - each
Sieve Analysis, Fine and Coarse
Combined up to 1 ½” , Cal T est 202
7549 $229
7 CODE COST CODE COST
5Asphalt Concrete
4111 $109
each
Extraction, % Asphalt, Ignition Oven
4117Aggregate Correction for Ignition Oven
each
$54
4112
each
Asphalt Core Density $38
4118Centrifuge Kerosene Equivalent $163
4119Complete Asphalt Concrete Mix DesignBy Quote
4110
ASTM D 2172 - each
Extraction, % Asphalt (Method A, B, or
C) or Calif. 310. Excluding Ash
Correction
$82
4104
each
Hveem, Lab-mixed - Calif. 366 $191
4105
each
Hveem, Pre-mixed - Calif. 366 $147
each
Gradation on Extracted Sample
(Including Wash) Calif. 202
$1094108
4106
ASTM D 1559 - each
Marshall, 4-Inch Lab-mixed $191
4107
ASTM D 1559 - each
Marshall, 4-Inch Pre-mixed $136
4122
ASTM D 5581 - each
Marshall, 6-Inch Lab-mixed $327
ASTM D 5581 - each
Marshall, 6-Inch Pre-mixed -4123 $272
ASTM 2041 - each
Maximum Theoretical Unit Weight
(Rice Gravity)
4120 $191
Moisture Content of Asphalt, CT3827019 $38
Moisture Vapor Susceptibility4113 $218
eachPenetration ASTM D 54109 $65
each
Hveem, Pre-mixed - Calif. 3044101 $218
each
Hveem, Lab-mixed - Calif. 3044100 $272
ASTM D 1559 - each
Marshall, 4-Inch Lab-mixed4102 $272
ASTM D 1559 - each
Marshall, 4-Inch Pre -mixed4103 $218
ASTM D 5581 - each
Marshall, 6-Inch Pre -mixed4125 $218
ASTM D 5581 - each
Marshall, 6-Inch Lab-mixed4124 $272
Non-Destructive Pavement
Deflection T esting using Benkelman
Beam
4141 By Quote
Maximum Density
4145
Per T est
Resistance Of Compacted Asphalt
Mixtures to Moisture - Induced Damage
- TSR (AASHT0 - T283)
$1,600
4146
Per T est
Hamburg Wheel - Trac T esting Of
Compacted Asphalt Mixtures
(AASHT0 - T324)
$1,800
4147
Each Sample (min of three to six)
Preparing and Determining Density of
HMA by means of Gyratory Compactor
(AASHT0 - T312)
$375
Superpave
Stability T ests
8 CODE COSTCODE COST
Calibration of Skidmore-Wilhelm Device
In Lab - up to 110,000 lbs
4403 $272
Calibration of Skidmore-Wilhelm Device
In Lab - up to 115,000 to 200,000 lbs4126 $327
Calibration of T orque Wrench by
Skidmore-Wilhelm Device
each bolt size (3 required)
4404 $272
Up to 50-tons4450 $299
51 to 74-tons4451 $327
75 to 99-tons4452 $354
100 to 199-tons4453 $436
200 to 299-tons4454 $490
Note: Extra-handling charges will be made on any ram or pump too heavy or bulky for one man to lift.
300 to 500-tons4466 $708
Custom Systems4455 By Quote
Calibration of Linear Measuring Device
each
4497 By Quote
Calibration of T emperature Measuring
Device
each
4498 By Quote
Calibration of Force Measuring Device
each
4483 By Quote
Calibration of Pressure Measuring
Deviceeach
4484 By Quote
Calibration of Miscellaneous Measuring
Device
each
4485 By Quote
Calibration of Infrared T emperature Gun
each
4486 $245
4487Calibration of Amp Measuring Device
each
$245
Calibration of T orque Wrench
(0 to 250 ft-lbs )each
4888 $272
Calibration of T orque Wrench
(0 to 251 to 600 ft-lbs) each
4127 $327
Calibration of Pressure Gage
(0 to 600 psi) - each
4128 $272
Calibration of Pressure Gage
(601 to 5000 psi) - each
4129 $381
4499 By Quote
each
Calibration of Mass Measuring Device
Calibration Verification of Skidmore-Wilhelm Device &
T orque Wrench
Calibration Verification of Hydraulic Jacks
Calibration Verification Of Measuring Device
9 Calibration Verification Services6

CODE COST CODE COST
7Ceramic Tile & Stone
Minimum Charge of $375 for any Tile T esting Service Apply Lab T echnicianper hour
3013 $120
4900 $545Thickness, 5.50 (ANSI requires 80)
ASTM C499 - each
(ANSI requires 80 ASTM C499) - each
Facial Dim, 5.504901 $545
Warpage, 7.31 (80 required)
ASTM C485 - each
4902 $637
Wedging, 7.31
(80 required)ASTM C502 - each
4903 $637
ASTM C1028 - per set
4934 $480Coefficient of Friction (3) (Modified)
(*Withdrawn ASTM)
per set
4960 $480Dynamic Coefficient of Friction (5) (all
except Ceramic) ANSI B101.3
Static Coefficient of Friction (3) (Not
Modified) (*Withdrawn ASTM)
ASTM C1028 - per set
4904 $480
per set
4935Dynamic Coefficient of Friction (3)
(Ceramic Only)ANSI A137.1
$480
Thermal Shock
ASTM C484 per set(5 required)
4911 $397
Mohs Hardness (5 required)
per set
4923 $191
Water Absorption
ASTM C373 - (5 required) each$65.00
4905 $430
Initial Rate of Absorption
ASTM C373 - (5 required) 47.00 each
4936 $256
Length Change - Modified
ASTM C157 - (3 required) per set
4980 $980
Bond Strength, (shear test)
(5 required) $92.00 eachASTM C482
4906 $510
4907 $310Breaking Strength, 30.00 (10 required)
ASTM C648 - each
Breaking Load Strength - Flex or Center
point
(5 required) ASTM C293 - per set
4981 $330
Compressive Strength, Modified with
Cutting
4937 $110
ASTM C67 - each
Compressive Strength T est, *Modified
ASTM C42 - ( 5 required) per set
4982 $520
Flexural Strength T est*Modified
ASTM C674 - (5 required) per set
4983 $400
T ensile T ests in Laboratory, CTI4924 $410+
4916Modulus of Rupture, Ceramic
ASTM C133 - (5 required) 85.00 each
$465
Impact, (LA S-601-3), *Modified
ASTM D2444 - (5 required )per set
4984 $480
4920 $345
ASTM C368 - (10 required) - per set
Impact
Veneer Bond Strength, 2-required
ASTM C482 Modified
4928 $410+
4925 $390Shear T ests, (Grout/Thin Set Evaluation;
Tile to Tile)
5 minimum ANSI
Shear T ests, ( Material Shear)
5 minimum ANSI
4926 $390
Water Immersion Processing for
Shear T ests, 5 minimum ANSI
4927 $390
Oven Processing for Shear T ests, 5
minimum ANSI
4932 $390
Low T emperature Processing for
Shear T ests, 5 minimum ANSI
4933 $390
Bond Strength (Glass tile 4 dry 4 wet,
28 Days)
ANSI A 137.2 - 33.00 each
4965 $584
4908 $480Abrasive Wear Index
ASTM C501 (4 required) 120.00 each
(Per ANSI Crazing Requirement)
ANSI/ASTM C126 per set (65 samples)
4910 $400
Glaze Adhesion (modified ASTM)
ASTM D4541 - each
4938 $100
4912Color Uniformity
ASTM C609
$1,400+
4909 $820Crazing
(5 cycles) ASTM C424
Glaze Permeability, (Ink Coating
Inspection)
ASTM C67
4963 $210
Freeze-Thaw Resistance (10) 50 cycles
per set ASTM C1026
4914 $3,400
Freeze Thaw (10) 50 cycles)
2 -3 months, per set ASTM C67
4985 $2,450
Moisture Expansion, (5 required)
ASTM C370* Modified
4917 $700
C.T.I. Stain Resistance
(8 required) Set CTI T72
4921 $180
Additional cycles, per cycle/tile4915 $75
Chemical Resistance (Extended
ASTM Version)
4962 $1,960
ASTM C650/ C126
Chemical Resistance (above + Swim
Pool Chem)
4961 $590
ASTM C650/ C126
Chemical Resistance (qualitative
Only 10% HCL and KOH)
4913 $400
ASTM C650/ C126
Laboratory Ceramic, Porcelain, and Clay Tile T esting
Strength (ANSI A137.1)
Physical
Friction
Dimensional
Performance
10 COST CODE COST
7 Water Absorption and Saturation
Coefficient
$500

90.00 each (5 required), ASTM C67per set
Imperviousness T est
ASTM C126 - each
$100
Abrasion T est & Skid Coeff. (LA
S-601-3)
set ASTM C2486 and c 1028 - 4pcs
$1,100
Abrasion T est only. (LA S-601-3)
- 2pcs - setASTM C2486
$730
First Panel -- Not Including Tile or
Installation
$2,100
Floor Installation Performance Level, Robinsons Floor
T est ASTM C627-76:

Second or More on Same Purchase
Order
$1,400
Ceramic Tile Material Purchase CTI By Quote
Ceramic Tile & Stone (continued)
Ceramic Tile Miscellaneous CTI By Quote
$2,400+Mortar ANSI T est ANSI
Mortar Compression T est
ASTM C109 - each
$71
By QuoteMortar Miscellaneous T est CTI
Mortar Skinning T est, CTI
each
$125
Mortar Drop-off T est, CTI By Quote
each
Mortar Initial Setting Time, CTI
each
$90
Grout ANSI T est ANSI By Quote
By QuoteGrout Drop-off T est CTI
Grout Miscellaneous T est CTI By Quote
Grout Skinning T est, CTIeach
$125
Grout Compression - 2” cubes
C1019 - each
$71
Compression T est, (*20 required),
ASTM C170per set
$1,200
$1,200Flex Strength, Cut Samples (*20
required), ASTM C880per set
*20 Samples tested as follows:
5 Samples tested Wet, Parallel to the grain
5 Samples tested Wet, Perpendicular to the grain
5 Samples tested Dry, Perpendicular to the grain
$1.200Modulus/Rupture (*20 required)
per set ASTM C99
4802
Water Absorption and Density, (5
required)
4804 $430
ASTM C97/ C672 - per set
Abrasion Resistance, (3 required)
ASTM C1353 - per set
4810 $510
Anchor Pull T est (No deflection
measurement)
ASTM C1354 - each
4811 $150
Anchor Pull T est ( With deflection
measurement)
ASTM C1354 - each
4819 $280
Soundness T est , ( 5 samples required)
ASTM C88
per set
4818 $530
Breaking Load, ( 5 samples required)
ASTM C67 - per set
4817 $390
Flex Strength, Full Size Samples (*20
required), (max 40 lbs/ sample)
ASTM C880 - per set
$4,000
Ceramic Tile T echnician Mileage5101
per mile
.80
Pick-up Sample - within 40-mile radius
from Laboratory,
per hour
5019 $75
Field Slip Resistance T est, ASTM C1028,
first test ( *Withdrawn Standard)
ASTM C1028
4957 $830
Field Slip Resistance T est, ASTM C1028,
additional test in same area
each ASTM 1028
4958 $490
Dynamic Coefficient of Friction
(installed floor )
first test ANSI B101.3
4970 $830
Field Veneer Bond Strength
ASTM C482
4959 $1,960+
Dynamic Coefficient of Friction (ceramic
only installed ) add test in same area
4966 $490
ANSI A137.1 each
Dynamic Coefficient of Friction (ceramic
only installed ) first test
4971 $830
ANSI A137.1
Dynamic Coefficient of Friction
(installed floor), additional test in same
area
4964 $490
ANSI B101.3 each
Field T echnician
per hour
3014 $114
Floor Systems and Components
Miscellaneous
Mortar T esting
Grout T esting
Dimension Stone / Building Stone T esting
Field T esting ASTM C482
Minimum Charge of $375 for any Tile T esting Service Apply Autoclave (3 required), CTI
each
$390
11 5 Samples tested Dry, Parallel to the grain
CODE
4952
4939
4986
4987
4918
4919
4956
4929
4940
4944
4945
4941
4943
4942
4950
4953
4955
4951
4954
4800
4801
4931
4930

Modulus of Elasticity T est - Static
ASTM C 469 (includes comp. and Unit
weight) each
$300
Thermal Expansion of Concrete
AASHTO T336 each
$660
Unit Weight, Absorption, and Voids in
Hardened Concrete
ASTM C642 - each
$390
Compression T est, 2” - 4” - 6” Cores,
Including sample preparation and capping
ASTM C 42 - each
$140
In Laboratory Core Cutting
each
$804312
6:30 a.m. to 4:00 p.m., Monday - Friday (per
sample)
$225000Pickup & Processing Cylinders
6:30 a.m. to 4:00 p.m., Monday through
Friday
Before 6:30 am and after 4:00 pm &
Saturday
$385001Pickup & Processing Cylinders
Pickup & Processing
Sunday & Holidays (per sample)
$445002
*Minimum Pick-up Charge $2185003
each
Trans. and Processing of Flexural T est
Beams -within 40-mile radius from
Laboratory
$505021
Corrosion Potential, Half Cell
ASTM C876
$545 +
Moisture Vapor Transmission, Calcium
Chloride Moisture Kit
Per Location ASTM F1869
$30
Inplace Moisture Content $82
$880 +Cement Analysis
ASTM C114 - each
Petrographic Examination $3050 +
ASTM C856
Pulse Velocity, ASTM C597 By Quote
Forensic T esting
4489
4459
4457
4473
4319
Length Change (3 bars, 4 readings, up
to 90 days), Modified
4307 $436
ASTM C 157
4301
Shrinkage
ASTM C 496 - each
Proportions
(Next day turnround) each
$400Mix Design, Determination of
Proportions
(Same Day Turn Service) each
9501
$10004309Laboratory Trial Batch, (includes slump,
% air, unit weight, and up to 7-cylinders
ASTM C 192 - each
$1404314Compression, 2” , 4” , 6” Cores, including,
preparation, capping, and trimming
ASTM C 42 each
$1,2004310Laboratory Trial Batch, (including the
items above and shrinkage
ASTM C 192 - each
Sampling Material for Laboratory Trial
Batches
per hour
$2304315
each
5018 $110Trans. and Processing Gunite Field
Sample (within 40-mile radius from
Laboratory) up to 12x12x12.
4336 $845Shotcrete Panel T esting
Including coring, compression test
(4 sample per panel)
$305016Trans. and Processing Shotcrete
Cores-within 40-mile radius from
Laboratory
Trans. and Processing Gunite Field
Sample (within 40-mile radius from
Laboratory) less 12x12x6-in.
$655017
each
Laboratory Trial Batch
Gunite & Shotcrete
$3809502Preparation of Special Strength
Documentation for Mix Design
per hour
$2209503Amend or Retype Existing Smith-Emery
Mix Designs
(not involving calculations) each
Review Mix Design prepared by Others
per hour
$2509504

CODE COSTCODE COST
Concrete8
Compression T est sample prep. and cap,
6” x 12” cylinders, including untested
holds
ASTM C 39 - each
4300 $50
Compression T est sample prep. and cap,
4” x 8” cylinders, including untested holds
ASTM C 39 - each
4329 $50
Weight per cubic foot of lightweight
concrete cylinders
each
4308 $110
Flexure T est, 6” x 6” beams,
ASTM C 78 - each
4304 $150
4306
4228
4227
4311
$82Additional Reading
per set of 3 bars
4308
$82Storage over 90 days
per set of 3 bars, per month
4302
Splitting T ensile, 6” x 12” cylinders4305 $120
$65Trans. and Processing /Deliver
Shrinkage Molds/Samples-within
40-mile radius from Laboratory
per set
5020
$280Mix Design, Determination of
Proportions
(3 Business Day Turn Around) each
9500
$320Mix Design, Determination of9505
Mix Design
12 Concrete (continued)8

CODE COST CODE COST
4380 $109Compression T est including capping,
and preparation,
each
Cell-Crete 7-days and 14-days report4382 $82
ACI 506.2 Core Grading
per core
5027 $191
Lightweight Roof Fill ASTM C495
13 5028
each
$272Trans. and Processing Gunite Field
Sample (within 40-mile radius from
Laboratory) 2-feet square min.
each
4381 $109Density

Water Absorption, 3 parallel, 3
perpendicular
ASTM C121 - $48 each
$230
Weathering, 3-samples
ASTM C217 - $120 each
$360
Wire Rope 0 through 1” diameter
each
$275
Wire Rope 1 through 2” diameter
each
$380
each
Wire Rope over 2” diameter $490+
Note: Sockets furnished by client
Field Coring T echnician and standard
equipment
per hour
$165
Shear T est on Epoxied Cores
each
$140
Compression T est, Cylinders
each
$140
Compression T est, Cores
each
$140
Oven Dry Density
per sample
$140
Adhesion/Cohesion T esting
per hour, 4-hour minimum
$110
Pick-up Fireproofing
Samples-within 40-mile radius
from Laboratory
per sample
$30
Epoxied Cores Visual Inspection
each
$140
Pick-up Epoxy Cylinders-within 40-mile
radius from Laboratory
per sample
$35
(6 required) $49.00 each
Flexural Strength, without M.O.E. $294
Water Absorption4340 $275
ASTM D570
Compressive Yield Strength
ASTM D695
4341 $710
Flexural Strength, ASTM D7904342 $820
Shore Hardness, ASTM D22404343 $275
T ensile Strength and Elongation
ASTM D638
4344 $820
Compression4471 By Quote
ASTM D198
Flexure
ASTM D198
4470 By Quote
T ension4472 By Quote
ASTM D198
T orsion
ASTM D198
4478 By Quote
Rapid-Hardening Grout
ASTM C928
By Quote4395
Shear
ASTM D198
By Quote4476
Non-Shrink Grout
ASTM C1107
By Quote4396
Time of Setting
ASTM C266 - each
$2754490
Sulfate Expansion
ASTM C1012 - each
$765+4491
Flexural Strength
ASTM C348 - each
$660+4492
ASTM C939 - each
Consistence (Cone T est) $2754493
Bleeding
ASTM C940 - each
$765+4494
T otal Chloride Ions
ASTM C1152 - each
By Quote4495
Permeability
ASTM C1202 - each
By Quote4496
Standard Specification for Mortar for
Unit Masonry
$765+4550
ASTM C270
Specialty Grout
Wire Rope
Epoxy - Cores & Coring
Fireproofing T ests
Glass Fiber Reinforced Concrete
14 Structual Lumbar
Evaluation
per MWD RFQ 704
4345 By Quote

CODE COST CODE COST
9Construction Materials
Absorption
each
4700 $70
Additional/Special T ests4701 By Quote
Breaking Strength per U.B.C.
each
4702 $71
Modulus of Elasticity, 3 parallel, 3
perpendicular
ASTM C120 - $100 each
4805 $600
Modulus of Rupture, 3 parallel, 3
perpendicular
ASTM C120 - $100 each
4806 $600
4807
4808
4426
4427
4428
3710
4318
4316
4317
4350
4351
5014
4346
5026
4320
Flexural Strength with M.O.E.4321 $948
6 required - $145.00 each
Density, 3 required
$50.00 each
4322 $165
T ensile Strength, 3 required
$75.00 each
4323 $246
Shear Strength, 3 required
$75.00 each
4324 $246
T ensile Strength, panel (12”x12”), 5
samples(1 X 10- in)
ASTM D 30391 - $170.00 each
4326 $980
Slate
Fiber Wrap
Saturation Resin for Fiber Composite
Roofing Tile

CODE COST CODE COST
9Construction Materials (continued)
Standard Specification for Plastic
(Stucco) Cement
By Quote4553
Standard Specification for
Non-Asbestos Fiber Mat Reinforced
Cement Substrate Sheets
By Quote4554
Potential Alkali- Silica Reactivity by
Accelerated Mortar Bar Method
$762+4552
C1567
15 Potential Alkali-Silica Reactivity by
Mortar Bar Method
ASTM C1260
$762+4551

COST CODE COST
Lab T ech Away from Lab $136
$191Coatings, Paint
Special Curtain Wall Evaluation $136
Curtain Wall Attachment $136
Caulking, Sealants, Adhesives $136
Exterior Skin from Swing Stage $272
(2 men) per hour
Field Water T est $272
AAMA 501.2, (2 men) per hour
Field T esting of Newly Installed
Fenestration System Products
$272
Field T esting of Newly Installed
Storefronts, Curtain Walls, and Sloped
Glazing Systems
$272
Field T esting of Masonry Walls, $272
Field Dynamic Water Penetration By Quote
Glass, Granite, Metal Cladding,
Caulking, Paint Coatings Adhesive Bond,
Chemical Analysis
By Quote
Point Load T esting on Structurally
ASTM STP1286
By Quote
Adhesion T esting SSG $191
Adhesion T esting $272
Static Water Infiltration (Field)
ASTM E 331/1105
8102 $272
Static Air Infiltration (Field)
ASTM E 283/783
8104 $272
Stress and Rupture - Stone and GraniteBy Quote
Field Posi T est $191
Evaluating Water Leakage in Buildings By Quote
Portable Adhesion T esting of CoatingsBy Quote
Lab T esting of Masonry Walls By Quote
Dynamic Water Infiltration 8103 $1,960
Water Penetration By Cyclic Air
Pressure (Field)
8105 $272
ASTM E547/E1105
Water Penetration of Masonry $272
Pressure Equalized Rain Screen (Field)
AAMA 508
8125 $272
Seismic Structural Loading $1,0898122
Structural Performance
ASTM E 330
$5458106
Seismic and Wind Induced Interstory
Drift
$1,0898126
AAMA 501.4
Seismic Drift Causing Glass Fallout
AAMA 501.6
$16,3358127
Vertical Interstory Movements
AAMA 501.7
$1,0898128
Impact and Cycling T esting
AAMA 506
$1,0898129
Concentrated Load T esting
(window washer, etc.)
$5458109
AAMA Thermal T esting By Quote8110
Thermal Performance T est
AAMA 1503
By Quote8130
Thermal Cycling of Exterior Walls
AAMA 501.5
$9,2578131
Impact Cannon T esting
ASTM E1996/E1886
By Quote8132
By QuotePressure4948
Hurricaine
Thermal
Structural
Missle Impact T est
ASTM E 1886/1996
8156 $5445
Custom T est Bay Sizes Available by Quote.(Los Angeles & San Francisco) Air and Water
Water T esting Leakage Through MasonryBy Quote
1 1
1 5
45 30
20 34
75 10
20 20
Bays Available in the Following Sizes:
16 CODE
10Curtain Wall
3019
3019
per hour
3019
per hour
3019
per hour
3019
per hour
3019
8113
AAMA 502
8114
AAMA 503
8115
8116
ASTM C1601
AAMA501.1
8139
8112
Glazed Glass
8123
ASTM C1401
8134
ASTM C1521
8135
8111
8133
ASTM E1186
8137
ASTM E2128
8138
ASTM D4541
8124
ASTM E514
ASTM C1601
8136
Field T esting
Inspection & T esting
Materials Evaluation
8140
ASTM E514
T est Bays
1 Height (ft)
100
Width (ft)
35Mock-Up Performance T esting - T est
Static Water Infiltration (Lab)
ASTM E 331/1105
8150 $490
Static Water Infiltration (Lab)
ASTM E 283/783
8151 $926
Water Penetration By Cyclic Air
Pressure (Lab)
ASTM 2547/E1105
8152 $490
Pressure Equalized Rain Screen (Lab)
AAMA 508
8153 $490
Electronic Leak Detection
ASTM D 8231, Per Hour
8154 $191
Electronic Leak Detection
Equipment Charge - Per Day
8155 $109

COST CODE COST
17 CODE
10Curtain Wall (continued)
By QuoteMovements (0.0001 inch)4947
By QuoteMachine Control Movement4468
By QuoteT emperature4469
By QuoteStrain Gauge4418
By QuoteStress Analysis4949
By QuoteCyclic Seismic T esting of Components
of Steel Structures
ATC-24, FEMA 350, FEMA 450
4439
Multi-Channel Computer Aided Data Acquisition of:

Acceleration By Quote4946
Vibration By Quote4430

COST CODE COST
Masonry11
Compressive Strength including sample
preparation and capping
Each
$136
One set of five joints $54
Flexural Bond Strength $327
Modulus of Rupture (flexure) including
sampling preparation
Each
$136
Coefficient of Friction (slip test)
Each
$201
Dimensions, overall, coring, shell and
web thickness
per brick
$54
Initial Rate of Absorption,
each
$49
Absorption - 5 hour or 24 hour
Set Of Three
$163
Set Of Three
Boil, 1, 2 or 5 hour $272
Efflorescence
Each
$163
Freeze Thaw (8x8, 4x4), 5 samples, 50
cycles
$1,634
Each
Pick-up Brick Samples $22
Unit Weight
each
$136
Each
Moisture Content as Received $98
3 required - $98 Each
Absorption $294
$573Shrinkage, Modified British
ASTM C 426, 3 required - $191.00 each
Each
Coupon Cutting $54
Each
Compression, 4” - 6” - 8” Cores including
sample preparation and capping
$136
Complete C140 $1,416
Compression, including sample trimming
preparation and capping
$294
3 required, $98.00 each
Compressive Strength including sample
preparation
Each
$136
each
Transportation and processing Block
Samples - inside 40mi radius of laboratory
$27
Compression T est, 16”x32” Grouted
Prisms including trimming and capping
4226 $844
Compression T est with MOE, Grouted
Prisms
4223 $681
4218Compression T est, 8”x16” Grouted
Prisms including trimming and capping
$245
each
4225Compression T est, 12”x24” Grouted
Prisms including trimming and capping
$408
Cutting Prisms, when required (Solid)4219 $142
Cutting Prisms, when required (Not Solid)4230 $109
Each
Unit Weight, Grouted Prisms4224 $109
each
Cores, Compression, 6” and 8” Diameter4208 $136
per core
Cores, Shear, 6” and 8” Diameter, 2 Faces4209 $191
Each
Pick-up Prisms 8x8x16-in - within a
40-mile radius of laboratory
5013 $65
Each
Pick-up Prisms 12x8x16 and
16x16x16-n - within a 40-mile radius of
laboratory
4347 $82
Each
Compression, 2” x 4” Masonry Mortar
Cylinder including trimming and capping
4214 $109
each
Compression, 3” x 6” Masonry Grout
including sample preparation and capping
4216 $109
each
Transportation and processing Mortar
Samples - inside 40mi radius of laboratory
5011 $27
ASTM C 109 - each
Compression, non-standard Grout Cubes
Modified 109 including sample prep. /cap
4231 $109
ASTM C 109 - Each
Compression, 2” Grout Cubes, including
sample preparation and capping
4215 $109
each
Transportation and processing Grout
Samples -inside 40mi radius of laboratory
5012 $27
each
Transportation and processing Grout
Cubes - inside 40mi radius of laboratory
5015 $27
In-Place Shear (Push) T ests4089 By Quote
Flat Jack T esting4827 By Quote
Wall Anchors4816 By Quote
15 Degree Core Shear T ests4815 By Quote
Brick ASTM C 67 Masonry Prisms ASTM C 1314
Mortar & Grout UBC Sandard 21-16 & 21-18
Concrete Block ASTM C 140
Un-Reinforced Masonry Building T ests
Solid Concrete Interlocking Paving Units ASTM C 936
18 CODE
4200
4205
4217
4201
4203
4202
4204
4205
4206
4207
4222
5009
4233
4211
4211
4213
4229
4221
4220
4210
4232
5110

CODE COSTCODE CODE COST
Metallurgical12
Metallurgical Engineer
per hour
6933 $245
Metallurgical T echnician
per hour
6919 $136
Galvanized Coating - Acid Strip Method
per specimen of plate, and wire
6904 $218
By QuoteStucco Netting, ICC Evaluation
per roll
6912
$120Hardness T ests Brinell, Rockwell
(Standard or Superficial), excluding
specimen preparation if required
6905
$201Chemical Analysis – Ferrous Material
of solid piece
each
6920
T est CVN at 75°F6902 $191
(Set of 3 specimens)
T est CVN at -20°F6979 $343
(Set of 3 specimens)
T est CVN at 10°F6801 $261
(Set of 3 specimens)
T est CVN at 0°F6978 $316
(Set of 3 specimens)
6977 $261T est CVN at 30°F
(Set of 3 specimens)
T est CVN at 40°F6976 $261
(Set of 3 specimens)
T est CVN at 70°F6903 $240
(Set of 3 specimens)
each
Chemical Analysis – Ferrous Material
of filings
6012 By Quote
each
By QuoteChemical Analysis – Non-Ferrous
Material of solid piece
6980
each
By QuoteChemical Analysis – Non-Ferrous
Material of filings
6981
By QuoteEvaluate Carbon Equivalent (C.E),
each to include chemical analysis of
filings
6011
each
By QuoteMicrohardness Survey, (includes
metallurgical mount & preparation)
6017
Laboratory NDT T esting (UT, MT, PT)6112 By Quote
By QuoteBend T est – Base material6900
By QuoteLoad T ests (Proof Load, Flexural,
Stress-corrosion, etc.)
6907
Evaluate Carbon Equivalent (C.E),
each to include chemical analysis of
solid piece
6943 $212
Scanning Electron Photomicrographs
each (5” x 4”)
6915 $9
$403Scanning Electron Microscopy (SEM),
and EDS
6913
per Hour (min 1 hr)
5101 $0.80Mileageper mile
each
$109T ensile T est – With Electronic
Extensometer, excludes sample
cutting and specimen preparation
6934
up to 2.00-in. OD - each
T ensile T est – Square or Round Tube, Full
size with plugs
6939 $289
T albot T est – Sample preparation and test6957 $272
per specimen
each
T ensile T est – Anchor Bolts, Studs or
Threaded Rods under 100, 000 lbf ,
tested full-size
6948 $191
each
T ensile T est – Anchor Bolts, Studs or
Threaded Rods 100, 000-120,000 lbf,
tested full-size
6958 $212
each
T ensile T est – Anchor Bolts, Studs or
Threaded Rods up to 1.0-in diam. by
machined specimens
6959 $212
each
T ensile T est – Anchor Bolts, Studs or
Threaded Rods,1.0 - 2.0in diam. by
machined specimens
6013 $229
each
T ensile T est – Anchor Bolts, Studs or
Threaded Rods over 2.0-in diam. by
machined specimens
6014 $256
under 100,000 lbf - each
Nut – Hardness and Proof Load test6949 $46
100,000 – 120,000 lbf - each
Nut – Hardness and Proof Load test6960 $60
above 120,000lbf - each
Nut – Hardness In Core Method in lieu
of proof Load test
6015 $131
each
Washer – Not Galvanized - Hardness6950 $33
each
By QuoteNut Cone Proof Load T est6961
6951 $114A325 or A490 – Bolt hardness only
each
Bolt A325 or A490 – Wedge T ensile,
and Hardness
each
6592 $109
$1636802Bolt A325 or A490 – Wedge T ensile up
to 1-1/8- in diameter, and Hardness
each
Metallurgical Services
Fastener T esting Continued Activity Cost
Fastener T esting
Mechanical T esting
Administrative Surcharge4443 7% Of Invoice
19 CODE COST CODE COST
Metallurgical (continued)12
6803 $169Bolt A325 or A490 – Wedge T ensile
up to 1-1/4- in diameter, and
Hardness
each
$1806804Bolt A325 or A490 – Wedge T ensile
up to 1-3/8- in diameter, and
Hardness
each
6805Bolt A325 or A490 – Wedge T ensile
up to 1-1/2- in diameter, and
Hardness
each
$201
each
Bolt A325 or A490 – T ensile test by
machined specimens
6975 By Quote
Welded Fabric Weld shear strength
each sample
6963 $82
Guided Weld Bend T est, excluding
specimen preparation
each
6927 $54
Age Bend Specimens – 48 Hrs
up to 3 specimens
6956 $152
each
Sample Cut & Perform Weld-Fillet
Weld Fracture T est
6929 $191
each
Weld-Fillet Weld Fracture T est In Sheet
Steel & Evaluate
6969 $152
each
Weld-Macro Etch (Plate)- cut, polish,
etch, and evaluate
By Quote6930
(Rebar # 3 thru # 7) - each
Weld-Macro Etch6972 $158
(Rebar # 8 thru # 10) - each
Weld-Macro Etch6113 $174
Weld-Macro Etch - cut, polish, etch,
and evaluate
(Rebar # 11 thru # 14)each
6973 $185
(Rebar # 18) - each
Weld-Macro Etch - cut, polish, etch,
and evaluate
$2726974
Weld-Radiography By Quote6931
each
Weld Transverse T ensile T est, plate up
to 1.0-in thick excluding machining
$1096932
Weld Procedure Qualification and Welder Qualification
each
Weld Transverse T ensile T est, plate over

1.0-in thick excluding machining
$2346964
Welded Rebar Transverse T ensile T est, #
3 thru # 7
$1476965
Welded Rebar Transverse T ensile T est, #
8 thru # 10
$1696114
Welded Rebar Transverse T ensile T est, #
11 thru # 14
$2016966
Welded Rebar Transverse T ensile T est,
#18
$5456967
Review Welding Procedure Specification
(WPS)
each
$1916921
each
Prepare Welding Procedure
Specification (WPS)
$3816922
WPS, PQR Weld Certificate
each
$1476971
Sample Cut & Machine Specimen –
under ½-in
each
6910 $82
each
Sample Cut & Machine Specimen – ½
-inch to 1.0-in
6911 $109
Sample Cut & Machine Specimen -

1.0-in to 1½-in-inch thick,
each
6968 $174
each
Sample Cut & Machine Specimen -
over 2.0-in to 2½-in-inch thick, each
6985 $218
each
Sample Cut & Machine Specimen -
over 2½-in-inch 3.0-in thick, each
6986 $234
each
Sample Cut & Machine Specimen -
over 3.0-in to 3½-in-inch thick, each
6987 $272
each
Sample Cut & Machine Specimen -
over 3½-in-inch thick, each
6988 By Quote
Sample Cut & Machine Charpy V-Notch
Specimens (Set of 3 specimens)
per set
6909 $338
Machine and V-Notch one set CVN
specimens from Alternate Location
6941 $359
Machine and V-Notch one set 3/4 size
Specimens
6989 $327
each
Sample Cut & Machine Specimen –
over 1½-in-inch 2.0-in thick
6984 $196
Unless otherwise noted, costs above do
not include sample preparations
6806 By QuoteCustomized Sample Machining
Sample Preparation
20 F593C SS Screws (T ensile, Proof
Laud, Hardness)
6810 $218+
F594C SS Nuts (Hardness +
Proof Load)
6811 $218+
Machine and V-Notch one set 2/3 size
Specimens
6990 $327

COSTCODE COST CODE
Metallurgical (continued)12
Rough cut from Flange of T beam
section
6998 $82
Rough cut other joint configuration6999 By Quote
Macroetch rough cut sample to locate
HAZ
each
6111 By Quote
Min$71T est Report Charge6110
each
Metallurgical Mount, 1-1/4-in. including
preparation without evaluation
6914 $158
each
Metallurgical Mount, 2.0-in. including
preparation without evaluation
6918 $201
Add additional piece in mount
each piece
6925 $38
Rush Turnaround, 48 - 72 hours
(50% Surcharge)
6935 + 50% Invoice
Rush Turnaround, 24 - 48 hours
(50% Surcharge)
6936 +100% Invoice
+200% InvoiceSame day testing + report
(200% Surcharge)
6937
$163Minimum laboratory charge6923
$5Multiple copies for distribution, copies
and mailing
per distributor per copy each
6924
$9Digital Photographs, photo quality paper
each
9116
$5Digital Photographs, photo quality paper
per copy report each
6115
Metallurgical T echnician Travel Time
per hour
6116 By Quote
$327Special T est Set-Up (2-techs+1 engineer
crew)
per hour
4422
Misc. Equipment Charge4416 By Quote
Special T esting4420 By Quote
Administrative Office Support3075 By Quote
Final Report9111 By Quote
Rough cut ‘K’ from T beam section6995 $82
Rough cut from ‘K’ section only6996 $82
Rough cut from Flange of full beam
section
6997 $82
Rough cut ‘K’ from full beam section6994 $82
Administrative Charges
21 Machine and V-Notch one set 1/2 size
Specimens
6991 $343
Machine and V-Notch one set 1/3 size
CVN Specimens
6992 $348
Machine and V-Notch one set 1/4 size
CVN Specimens
6993 $348

CODE COST CODE COST
Plastics & Plumbing13
Plastic T oilet (Water Closet) Seats4532 By Quote
Plastic Water Closet Bowls and T anks4533 By Quote
Plastic Lavatories4354 By Quote
Plastic Urinal Fixtures4535 By Quote
Plastic Bathtub and Shower units4536 By Quote
Plastic Sinks4537 By Quote
Prefabricated Plastic Spa Shells4538 By Quote
Polyethylene Plastics Pipe and Fittings
Materials
4539 By Quote
General Pipe testing4540 By Quote
Weatherometer T est4422 By Quote
each
Plastic T ensile T ests4425 By Quote
each
Water Closets4500 By Quote
Wall Mounted Water Closets4501 By Quote
Water Closets Equipped with a Dual
Flushing Device
4502 By Quote
Urinals4503 By Quote
Kitchen Supply Fitting (Kitchen faucet)4513 By Quote
Kitchen and Lavatory Supply Fitting
(Faucet) with Side spray Diverter
4514 By Quote
Pullout Spout Faucets4505 By Quote
Shower head or Body spray4506 By Quote
High-efficiency Shower head or Body
spray
4507 By Quote
Hand Shower4508 By Quote
High-efficiency Hand Shower4509 By Quote
Flexible Water Connectors4510 By Quote
Lavatory and Bar Supply Fittings4511 By Quote
Bidet Supply Fitting (with or without a
diverter)
4512 By Quote
Bath or Shower Supply Fitting4515 By Quote
Bath or Shower Supply Fitting with
Diverter
4516 By Quote
Laundry Tub Supply Fitting4517 By Quote
Metering or Self Closing Supply Fittings4518 By Quote
Lawn and Sediment Faucets4504 By Quote
Supply stop By Quote4519
Kitchen and Lavatory side spray
function control
By Quote4520
Supply Stop By Quote4519
Shower head, hand shower, or body spray
adjusting mechanisms or function control
By Quote4521
Automatic compensating valve By Quote4522
T emperature Actuated Mixing Valves
for Hot Water Distribution Systems
By Quote4523
Automatic T emperature Control Mixing
Valves
By Quote4524
Water T emperature Limiting Devices By Quote4525
Atmospheric Type Vacuum Breakers By Quote4526
Hose Connection Vacuum Breakers By Quote4527
Pressure Principle Fire Protection
Backflow Preventers
By Quote4529
Backflow Preventers with an
Intermediate Atmospheric Vent
By Quote4528
Check Fire Protection Backflow
Prevention Assemblies
By Quote4530
Plumbing Water Resistance Cycling T estBy Quote4542
Gel Coat Thickness By Quote4543
each
Plumbing Water Resistance By Quote4541
each
Plumbing Water Closets
Pipe
Faucets
Shower Heads
Fittings
Valves and Controls
Miscellaneous
Flexible Hose
Fixtures
22 CODE COST
Quality Assurance - 3rd Party Audit
Note: 45 days advance notice required for audit cancellation. Audit cancelation Fees apply. Expenses with applied mark-up and 8 hours Audit prep time if less than 45 days’ notice.
$824456Travel time, per hour
(Min. may apply)
$1144533Qualifying Audit,
per hour (8 hr. Minimum)
$1474534
per hour (Code Meetings)
T echnical Director
$1144536
per hour
Project manager
$1724537
per hour
Engineer
$1311103
(per day)
Per Diem
By Quote1107
per day ( Out of Country)
Per Diem
Cost +15%1104Consumable/ Expenses
$1144539
per hour (6 hr. Minimum)
Manual Review,
$824540
per hour ($150.00 Minimum)
Audit Report Fees,
$1,0893098
(if Applicable)/ or per Quote/ per product
model and or series
Annual Listing Fees
$.805101Mileage
Per Mile
7% Of Invoice4443CA. Admin Fee
$1144535
(Min. may apply)
Consulting, per hour
14 Surveillance - Standard Audits
per hour - 8hr minimum, plus report &
expenses
4533 $114
4520Approved Fabricator Surveillance audits
per hour - 8 hr. Minimum, plus report &
expenses
$114
$1144539
per hour - 8 hr minimum
Quality Systems Manual Reviews
per letter
4523 $327Virtual Audit Certification letter or
certificate to Municipalities/
Accreditation bodies
Qualifying Fab shop Compliance
certificate
per activity
4521 $359
(average 3 days plus reporting)
4522 By QuoteVirtual Audits-certified, (all-types)

CODE COST
23 each
T ensile T est with MOE, No. 3 to 8 Bar4633 $218
each
T ensile T est, No. 9 to 11 Bar4626 $93
each
Bend T est, No. 9 to 11 Bar4627 $93
each
T ensile T est with MOE, No. 9 to 11 Bar4630 $299
each
T ensile T est, No. 14 Bar4602 $191
each
Bend T est, No. 14 Bar4634 $191
each
T ensile T est with MOE, No. 14 Bar4631 $354
each
T ensile T est, No. 18 Bar4603 $354
$463
each
T ensile T est with MOE, No. 18 Bar4603
$572
each
T ensile T est, No. 20 Bar4632
each
Bend T est, No. 18 Bar4635 $354
$8714636T ensile T est, No. 24 Bar
each
$1,0894637T ensile T est, No. 28 Bar
each
$1,3074638T ensile T est, No. 32 Bar
each
$2184616Chemical Analysis,
each
$934617Deformation Compliance
each
Sampling and T agging at Fabricators Plant (within 40-mile radius from Laboratory, add $100 for more than 40-miles) $49
per sample
Before 6:30 a.m. and after 4:00 p.m. and
Saturday
5006
$49
per sample
Sunday and Holidays5007
$218*Minimum Sample Charge
per trip
5008
6:30 a.m. to 4:00 p.m., Monday through
Friday
per sample
5005 $33
5024 $33Transportation and Processing Rebar
Samples at Jobsite - inside 40mi radius of
laboratory
per sample
T ensile T est, No. 11 or smaller
each
4639
each
T ensile T est, No. 144640
4641
each
T ensile T est, No. 18
T ensile T est, Welded, No. 11 Bar or
Smaller
each
4604
each
T ensile T est, Welded, No. 14 Bar4605
each
T ensile T est, Welded, No. 18 Bar4606
each
Nick Break, Welded Re-Bar4607
Straightening Hoops4615
each
T ensile T est, Mechanically Spliced Bar,
No. 11 Bar or Smaller
4612
each
T ensile T est, Mechanically Spliced Bar,
No. 14 Bar
4613
each
T ensile T est, Mechanically Spliced Bar,
No. 18 Bar
4614
each
CalTrans Mechanical Coupler Slip T est,
No. 11 Bar or Smaller
4623
each
CalTrans Mechanical Coupler Slip T est,
No. 14 Bar
4624
each
CalTrans Mechanical Coupler Slip T est,
No. 18 Bar
4625
each
CalTrans Mechanical Coupler Slip T est,
No. 20 Bar
4625
T ensile T est and Elongation in 24” for
Prestress Strand, ASTM A 416
each
4609
High-Strength Steel Bars for Prestressed Concrete
ASTM A722, Grade 80
Post-T ensioning Strand
Coupled Reinforcement
Welded Specimens
Headed Steel Bars for Concrete Reinforcement
ASTM A 970
each
T ensile T est and Elongation in 10” for
Prestressing Wire, ASTM A 421
4610

CODE COST CODE COST
15Reinforcement
T ensile T est, No. 3 to 8 Bar
each
4600 $65
each
Bend T est, No. 3 to 84601 $65
$381+T ensile T est
each
4327
$381+
each
Bend T est4328
$245
$299
$463
$245
$299
$463
$136
$54
$245
$299
$463
$299
$354
$572
$681
$299
Reinforcing Steel ASTM A 615/ A 706 Activity Cost Reinforcing Steel ASTM A 1035 $299
24 CODE COST CODE COST
15Reinforcement (continued)
Transportation and Processing Post
T ension Cables - within a 40-mile
radius of laboratory
per sample
5025 $33
$50 each
Parent Material T ensile, 5 required $2754619
$50 each
Bend T est, 5 required $2754620
$50 each
Shear-Weld Area, 5 required4618 $275
$40 each
Weld-Included T ensile, 5 required4621 $220
Mesh Evaluation, ASTM C4274622 $626
Welded Wire Fabric ASTM A 185
Modulus of Elasticity (Prestress Strand)
each
$4084611
25 CODE COST CODE COST
16Soil
California Impact, CAL 216
each
7018 $163
Classification of Soil for Engineering
Purposes
ASTM D2487
7136 $381
Moisture Density-Chunk Density, In-Situ
ASTM D2937 - each
7555 $54
Moisture Density-Drive Tube Density,
In-Situ
each
7137 $54
Corrosivity: Resistivity, pH, Sulfates,
Chlorides
each
7020 By Quote
Material Finer - #200 Sieve
ASTM D 1140/C 117 - each
$547110
Moisture
ASTM D2216 - each
$277111
Moisture (microwave)
ASTM D4643 - each
$167019
Moisture-Density Relations of Soils
ASTM D1557, Method A - each
$1477113
Moisture-Density Relations of Soils
ASTM D1557, Method B or C - each
$1587114
M/D Curve Rock Correction $1097138
7135 $54Moisture-Density Check Point
each
“R” (Resistance) Value, Lime Treated or
Requiring Recombining
each
$2727120
“R” (Resistance) Value, Calif. 301
ASTM D 2844 - each
$2457119
Relative Density (max/min)
D 4254 - each
By Quote7534
Sieve and Hydrometer Analysis,
ASTM D 422 - each
$2947109
Sieve Analysis, fines for sieves #4 to
#200
ASTM D 422 - each
$1367139
Specific Gravity for Soils
ASTM D 854 - each
$1317127
7124 $218Sieve Analysis of Combined Fine and
Coarse
ASTM D-422 - each
Atterberg Limits, (LL, PI)
ASTM D 4318 - each
$1917100
Atterberg Shrinkage Limit
ASTM D 4318 - each
$1637099
California Bearing Ratio
ASTM D 1883 - each
$5997130
each
Collapse Potential By Quote7559
ASTM D 2435 - each
Consolidation T est $2187102
Extra charge of 150% of the unit cost will be applied for tests requested within 24 hrs, and 300% for test requested same day if the ASTM allows for the following test:

Consolidation Time/Rate Curves
each
$547103
7104Remolding of Samples
each
$33
Consolidated, Drained 1 Point
each
7107 $136
Consolidated, Undrained 1 Point
each
7106 $109
Unconsolidated, Undrained, 1 Point
each
7105 $109
Remolding of Samples
each
7104 $33
Expansion Index, UBC-18-2
ASTM D 4829 - each
7108 $152
Permeability, Constant Head
ASTM D 2434, CAL 220 - each
7116 $245
Permeability, Falling Head
CAL 220 - each
7117 $245
Triaxial Unconsolidated, Undrained
ASTM D 2850 - each
7132 By Quote
Unconfined Compression T est
ASTM D 2166 - each
7129 $76
Unconfined Compression T est with
Graph,
ASTM D 2166 - each
7134 $131
Loss on Ignition
ASTM D 2974 - each
7040 $82
Bulk Specific Gravity
ASTM D 4531 - each
7041 $49
Classification
ASTM D 4427 - each
7038 $218
Absorption
ASTM D 2980 - each
7044 $22
7043 $49pH
ASTM D 2976 - each
ASTM C117, ASTM D1140
ASTM C29 (Unit Weight only)
7140Material finer than #200 Sieve
Fine & Course - ASTM D1140, each
$109
7141Material finer than #200 Sieve
Fine only - ASTM C117, each
$54
7142Material finer than #200 Sieve
Fine & Course up to 1/2” - ASTM C117, each
$109
7143 $191Particle Size Distribution (Gradiation)
Fine Only, ASTM D6913, each
7144Particle Size Distribution (Gradiation)
Fine & Course, ASTM D6913, each
$245
7146Particle Size Distribution (Gradiation)
Fine Grined Soils (Hydrometer) Analysis
ASTM D7929, each
$250
California Bearing Ratio
With re-test ASTM D 1883, per set
7145 $762
Foundation T esting
Direct Shear T est, ASTM D 3080:

Peat Moss
Soil Properties
ASTM D1557, Method A
ASTM C136
26 600,000 Pound Machine (Compression
only), including set-up time
per hour
4402 $348
1,100,000 Pound Machine (Universal),
including set-up time
per hour
4462 $980
120,000 Pound Machine (Instron),
including set-up time
per hour
4501 $370
450,000 Pound Machine (Instron),
including set-up time
per hour
4502 $479
Special Load T ests Up (2-techs+1
engineer crew)
per hour
4405 $545
Special T est Set-Up (2-techs+1
engineer crew)
per hour
4422 $490
4400 $26120,000 to 120,000 Pound Machine
(Universal), including set-up time
per hour
4401 $294440,000 Pound Machine (Universal),
including set-up time
per hour
4541 $348400,000 Pound Machine (T est mark),
including set-up time
per hour
Static Loading, 22-inch diameter or
smaller
each
4423 $163
Static Loading, greater than 22-inches
and less than 36-inches in diameter
each up to 400k lbs
4557 $218
each up to 400k lbs
Static Loading, greater than 36-inches in
diameter
4558 $327
each
Weight of Manhole Samples4424 $54
each
Cyclic Loading - (3-5 cycles) up to
22-inches in diameter
4732 $327
each
Cyclic Loading - (10 cycles)4468 $599
Cyclic Loading (3-5 cycles)4730 $436
each
L.A City S-601 - ASTM D24864731 $926
Up to 100,000 lb.
each
4411 $82
each
100,001 to 200,000 lb.4412 $109
each
200,001 to 400,000 lb.4410 $272
each
Greater than 400,000 lb.4140 $490
Strain Gauge T esting4418 $408+
Special T esting, Load T ests, Flexural,
Bend, Impact, Axial, Racking Shear
4420 $8,712+
T ensile T est -- Mechanical Non-Printout
Extensometer for Strain
each
4432 $163
T ensile T est -- Electronic Extensometer
with Recorded Printout
1 T est
4433 $245
Mechanical Bend T est
each
4141 $82
Machining and Preparation of Samples
(shop)
per hour
4142 $436
Monotonic test including strain gauge
each
4559 $1,307+
*General Structural Monotonic T esting
Diaphragm Set-up
per hour
4703 $545
Diaphragm test
each
4479 $3,267
Monotonic Shear Wall Set Up
per hour
4704 $381
each
Monotonic Shear Wall test4556 $2,723
Cyclic Set-upper hour
4705 $500
Cyclic Shear Wall T est
each
4438 $3,812
Cyclic AC133 or similar T est
each
4706 By Quote
Cyclic FM1950 or similar T est
each
4707 By Quote
Cyclic Set-up
per hour
4143 $1,307
per hour
Cyclic Shear Wall T est4144 $1,634
$2994708ASTM E72 or similar Set-up
Per Hour
$3,2674709Compression or similar T est
Each
Manhole Cover and Tree Grate T ests, (L.A. City)
Mechanical T esting Services
T ensile T est -- No Strain Measurement, Yield by Halt
of Dial, no report included
* ASTM E72 T est or Similar (Including DAQ) – Walls Up to 15-ft high
*General High Cyclic/ Fatigue T esting - > 1,000 cycles, up to 0.5 Hz
* General Low Cyclic/ Fatigue T esting - < 1,000 cycles – Components or Assemblies
Structural T esting
27 CODE COSTCODE CODE COST
17Structural Testing

CODE COST CODE COST
17Structural Testing (continued)
$2,1784710Flexural or similar T est
Each
$2,7234711Flexural and Compression or similar
T est
Each
$1,9604712Static/ Shear or similar T est
Each
$5454733Permanent Railing Systems, Guards,
and Balustrades ASTM E935 Load T est
Each
Note : *Prices subject to change depending of complexity of sample
ICC-ES AC166 T est or Similar (including DAQ) – Diaphragm Up to 20-ft by 20-ft
4715 $4,356+Wind Driven Rain or similar T est
each
$4904713
Per Hour
ICC-ES- AC166 or similar Set-up
$3,267+4714
Each
Roof Diaphragm or similar T est
Moment Frame Connection or similar
Set-up
per hour
$4364560
each
Moment Frame Connection or similar
T est
4555 $436+
Component Compression or similar
Set-up
per hour
4561 $381
each
Component Compression or similar
T est
4440 $762+
each
Component Shear or similar T est4441 $1,089+
each
Component Flexural or similar T est $762+4442
Component Shear, or Similar Setup
per hour
4562 $436
4563 $381Component Flexural or similar Set-up
per hour
each
Uniform Load or similar T est 1,634+8108
Uniform Load or similar Set-up $5454564
per hour
Hydrostatic T esting or similar Set-up
per hour
4565 $545
Hydrostatic T esting or similar T est
each
4429 $1,634+
$4,6284570Slip Coefficient T est (RCSC + 5 tests)
per set of 3 tests
$5,7174571
per set of 3 tests
T ension Creep T est (RCSC + 3 tests)
$381+4444Connection T esting, NCMA T est Method
SRWU-1
each
$381+4445Shear Strength T esting, NCMA T est
Method SRWU-l
each
4446ICC ES Product Evaluation Services By Quote
4447CISCA Product Evaluation Services By Quote
4448AAMA Product Evaluation Services By Quote
ATC 24, FEMA 350, FEMA 450 Product
Evaluation Services
4449 By Quote
Code Consulting or similar
per hour
3095 $191
ICC ES/IAS Fabricator Quality
Assurance Services
per hour
3090 $191
IAPMO Product Consulting Services3092 By Quote
Uniform ES and ICC ES Product
Consulting Services
3091 By Quote
3094ATC 24, FEMA 350, FEMA 450 Product
Consulting Services
By Quote
AAMA Product Consulting Services3093 By Quote
T est Procedure/Protocol Elaboration
per hour
$1634150
$1634151Special Sampling at fabrication plant
per hour
4152 $490
per hour
Special field test setup (2-T echs + 1
Engineer Crew)
4153 $572
per hour
Special field load test (2-T echs + 1
Engineer Crew)
4154 $131
per hour
Computer DAQ/Amplifiers
4155 $54Load Cell or transducer
4156 By QuoteGuardrail Load T est
5101 $.80
per hour
Mileage
Note : *Prices subject to change depending of
complexity of sample
T esting for Coatings used in Slip-Critical Bolted
Connections
General Structural Field T esting
Product Evaluation Services
Product Consulting Services
Geogrid T esting
2728

CODE COST CODE COST
18Geotechnical & Environmental Services
Senior Professional
per hour
7206 $210
per hour
Project Manager7205 $120
per hour
Professional7207 $185
per hour
Project Professional7204 $131
per hour
Staff Professional7203 $150
per hour
Certified Geologist7218 By Quote
per hour
Expert Witness7200 By Quote
per hour
Office Support7209 $38
per hour
Illustrator7208 $55
per hour
QSP “Qualified SWPPP Practitioner”7231 $131
per hour
Senior Principal Professional7201 $230
per hour
Principal Professional $2007202
7219 $50
per hour
Word Processor
per hour
Field T echnician, Laboratory and Field
with density equipment, Regular Time
7212 $114
per hour
Environmental T echnician, Regular Time7240 $114
per hour
CalTrans Certified T echnician with
density equipment, Regular Time
7274 $114
per hour
Supervising T echnician, Laboratory and
Field with density equipment, Regular
Time
7214 $120
per hour
Soils Deputy Grading, or ICC Soils
Inspector, Regular Time
7563 $136
Pick-Up/Delivery
per hour (2-hours minimum)
7215 $60
Mileage
per mile
7313 $.80
Travel Time
per hour
7235 $60
Facsimile
per page
7315 $1
Reproduction
per page
7225 $2
Report Surcharge
per copy
7317 $54
Cellular T elephone
per day
7319 $38
Contracted Services-Drilling7300 By Quote
Air Express/Over-night Delivery
each
7325 $38
Contracted Services-T esting7301 By Quote
Contracted Services-Expenses7303 By Quote
7302Contracted Services Soul Vapor Wells
Instillation
By Quote
Administrative Charges
7234 $120Geotechnical T echnician
Regular time -per hour
Professional Staff (Geotechnical Engineers, Geologists, Staff Specialist) Activity Cost
Field Staff
29 Geotechnical Field Exploration7308 By Quote
Geotechnical Addendum Report7338 By Quote
Final Report of Compacted Fill
(submitted at end of project, if required)
7305 By Quote
Support Equipment Foundation/Geological Investigations
7327 Field StaffNuclear Density Gage,
per day
Sand Cone Kit
per day
7328 Field Staff
7125Soil Sampling - Encore Sample Container
per container
$25
Foundation/Geological Investigations
per sample
7122Tubes and Rings $15

CODE COST
18Geotechnical & Environmental (continued)
Coring
each
7337 $82
Nylaflow Tubing
each
7339 $16
Note: * price might be higher depending of the property size/complexity
7349 $27
each
Encore Sampler
T edlar Bags
each
7336 $27
Sampling Equipment
7335 $27Sample Jars
each
Report Preparation7340 By Quote
Soil Vapor Survey, Soil Sampling7321 By Quote
Health and Safety Plan7320 By Quote
Transaction Screen Report (TSA)7350 By Quote
(ASTM E 1528-14)
T ank Removal/Closure Report7326 By Quote
*Property Condition Report7323 By Quote
(ASTM E 2018-08)
Groundwater Sampling Report7329 By Quote
Import/Export Soil T esting7334 By Quote
$2,000+Site Assessments Phase I7306
(ASTM E 1527-13)
Site Assessments Phase II7307 $5,000+
(ASTM E 1903-19)
RSRA Desktop Review7237 $1,000
Transaction Screen Reports7238 $1,200+
Air Quality Assessments7239 By Quote
Hazardous Material Assessment7351 By Quote
Waste Management and Disposal
Planning
7352 By Quote
Environmental Monitoring and Data
Collection
7353 By Quote
Water Quality Monitoring and
Asssessments
7354 By Quote
Hazardous Material Assessment7351 By Quote
Waste Management Disposal Planning7352 By Quote
Environmental Monitoring And Data
Collection
7353 By Quote
Water Quality Monitoring &
Assessment
7354 By Quote
Brownfield Redevelopment Planning &
Support
7355 By Quote
Environmental Investigations & Reports
Air Monitoring Equipment
per day
7216 $136
Magnetometer Equipment
per day
7309 $109
Water Monitoring Equipment7316 $54
7311 $250Water Pump and Generator
per day
Level B
per person, per day, plus hourly rate
7228 By Quote
Level A
per person
7227 By Quote
Level C
per person, per day, plus hourly rate
7229 $130
7217 $163Health and Safety Supplies
per day
Support Equipment Environmental
Health Safety Equipment:
30 CODE COST

CODE COST CODE COST
18Chemical Services Organic Analyses
Manager, Supervisor, or Consultant
per hour
6409 By Quote
Chemist
per hour
6406 By Quote
Clerical Assistant
per hour
6432 By Quote
Calculation Charge6403 By Quote
Report Preparation Charge6418 By Quote
Sample Preparation6424 By Quote
Sample Composite
per sample
6425 By Quote
Sample Disposal6421 By Quote
Sample Transportper hour
6427 By Quote
Shipping Charges6433 By Quote
Equipment Rental6435 By Quote
Photography6420 By Quote
Standard Report/QC Package6511 By Quote
Diskette Surcharge6512 By Quote
EDF Surcharge6513 By Quote
NEESA, Army Corps of Engineers,
CLP , Etc., Surcharge
6514 By Quote
T echnician
per hour
6430 By Quote
Mileage
per mile
6415 By Quote
Automatic Composite Sampler
per 24-hour
6400 By Quote
Discharge Flow Measurement
each
6412 By Quote
5035 Encore (5g)
each
6533 By Quote
5035 Sampling T ool
each
6435 By Quote
5035 Easy Draw6534 By Quote
Sample Containers6434 By Quote
Rush Surcharge, 72 Hours6535 By Quote
Rush Surcharge, 48 Hours6540 By Quote
Rush Surcharge, 24 Hours6530 By Quote
Rush Surcharge, Same Day6545 By Quote
Field Sampling
Chemical
Supplies
Rush Analyses
EPA 1664 TRPH By Quote6201
6236EPA 1664 Oil and Grease By Quote
6237Oil & Grease, Floatable By Quote
6258EPA 418.1 TRPH By Quote
6268EPA 8015B TPH-Gasoline By Quote
6269EPA 8015B TPH-Diesel By Quote
6267EPA 8015B TPH-Gasoline and Diesel By Quote
6210LUFT – Gasoline and Diesel By Quote
6263EPA 8015B TPH-Hydrocarbon Range By Quote
6264EPA 8015B Methanol/Ethanol By Quote
6202EPA 602 or 8021B BTEX By Quote
6203EPA 8015B/8021B
Combination-Gasoline
By Quote
6250EPA 624 / 8260B Volatile Organics By Quote
EPA 524 Volatile Organics6249 By Quote
6216EPA 625 or 8270C Extractable
Organics
By Quote
6242EPA 608 or 8082 PCBs Water or Soil By Quote
6244EPA 8082 PCBs Oil By Quote
6206EPA 608 or 8081A Chlorinated
Pesticides
By Quote
Mobile Laboratory Services
6243EPA 608 or 8082 / 8081A PCBs and
Pesticides
By Quote
6218Flash Point By Quote
6246Petroleum Analysis By Quote
6260Identification/Interpretation of
Spectrum/Fingerprint.

By Quote
6204EPA 5035 or 5030, 8260B Gasoline
and Volatile Organics
By Quote
6205EPA 8270 SIM - Polycyclic Aromatic
Hydrocarbons (PAHs)
By Quote
EPA 8260 – Soil Vapor (CHHSL) By Quote6208
Ambient/Indoor/Outdoor Air By Quote6211
Mobile Lab per 10 hour weekday By Quote6460
Mobile Lab
per 10 hour weekend
By Quote6465
Mobile Lab hours
in excess of 10 hours
By Quote6461
Mobilization fee By Quote6467
Mobile Lab Standby Time By Quote6439
Mobile Lab Cancellation By Quote6468
Organic Chemistry
19a
31 CODE COST
19bInorganic Analysis (chemical continued)
Alkalinity6001 By Quote
Ammonia, Direct6002 By Quote
Ammonia, Distillation6004 By Quote
Anions (F, Br, Cl, NO3, NO2, SO4, PO4)6003 By Quote
Biochemical Oxygen Demand (BOD)6006 By Quote
Chemical Oxygen Demand (COD)6008 By Quote
Chloride, Argentometric6012 By Quote
Chlorine, Residual6014 By Quote
Color6016 By Quote
Conductance6018 By Quote
Cyanide, Amenable
*(surcharge to T otal cyanide)
6022 By Quote
Cyanide, Free6024 By Quote
Cyanide, T otal6028 By Quote
Cyanide, Reactive6026 By Quote
Hardness6050 By Quote
Mercaptans6070 By Quote
Nitrogen, Kjeldahl6082 By Quote
Oxygen, Dissolved6096 By Quote
pH, Aqueous6012 By Quote
Phosphorous6097 By Quote
Perchlorate6099 By Quote
Phenols6104 By Quote
Salinity – NaCl6148 By Quote
Solids, T otal Dissolved6132 By Quote
Solids, Settleable6126 By Quote
Solids, Suspended6128 By Quote
Solids, T otal6130 By Quote
Solids, Volatile6131 By Quote
Sulfide, Dissolved6138 By Quote
Sulfide, Reactive6140 By Quote
Sulfide, T otal6142 By Quote
Sulfate, Gravimetric6134 By Quote
Surfactants, MBAS6150 By Quote
pH, Non-aqueous6100 By Quote
Parr Oxygen Bomb6098 By Quote
Thiosulfate6158 By Quote
Turbidity6174 By Quote
Digestion, Aqueous By Quote6030
Digestion, Nonaqueous By Quote6032
STLC Extraction. By Quote6036
EP-T ox By Quote6034
TCLP Extraction By Quote6154
VOC Extraction ZHE, (STLC and/or
TCLP)
By Quote6155
Calcium Oxide By Quote6168
Individual Metals, per element By Quote6072
Low Level Hexavalent Chromium By Quote6073
Hexavalent Chromium By Quote6052
Trivalent Chromium By Quote6043
Iron (Ferrous) By Quote6404
T otal Lead By Quote6069
Lead in Paint By Quote6068
TTLC CAM Metals By Quote6162
STLC CAM Metals By Quote6160
RCRA Metals By Quote6118
Priority Pollutant Metals By Quote6112
Drinking Water Analysis Metals By Quote6067
TAL Metals (23) By Quote6071
Asbestos Analysis. By Quote6300
Misc. Analyses By Quote6344
1, 4 -Dioxane By Quote6345
EPA 8310 PAHS By Quote6346
EPA 504 EDB By Quote6224
Organophosphorus Pesticides By Quote6209
T otal Organic Carbon By Quote6254
Coliform, fecal By Quote6500
Biotoxicity, aqueous By Quote6505
Biotoxicity, nonaqueous By Quote6515
Coliform, total By Quote6516
EPA 8151A Chlorinated Herbicides By Quote6207
T otal Organic Carbon By Quote6254
Water by Karl Fischer titration6272 By Quote
Construction Materials Analysis6020 By Quote
FDA T esting of Lead and Cadmium,
Proposition 65
By Quote6038
EPA 24 – VOC per AQMD By Quote6266
Metals Analysis
Metals Preparation
VOC T esting
Outside Laboratory Services
FDA T esting of Lead and Cadmium, Proposition 65
Metals Group Determinations
32 CODE COST

On occasion we are asked to perform administrative services outside of our normal business activity. Under these circumstances, such services will be billed at the rates below. These services will be performed only at the request of the client.

COST CODE COST
7% Of InvoiceAdministrative Support
By Quote
50-100%
*Generally for Compression T esting of Concrete, Base Plate Grout, Masonry Mortar and Grout, as well as T ension and Bend T esting of Reinforcing Steel.
$2
(per report, per copy)
$147Administrative Support for Special
Projects, Certified Payroll/ Labor
Administrative Office Support By Quote
$71
Report Surcharge $54
$54
Insurance, Extra Charges as ordered byBy Quote
Report Copy Charge $3
$2
$27Minor Report Revision
At CostProcessing Certificates, Affidavits, &
Notary Services
At CostShipping Charges
Air Express/Delivery Cost + 25%
Contracted Services Cost + 25%
33 CODE
4443
9111
4812
9110
3074
3075
3076
3077
3080
3081
3079
3079
3089
3082
3084
3085
3087
Administrative Fees20
Final Report
General T esting
(Rush Charges)
*Report Charge
Compliance
T ask Tracking
(per copy)
File Retrievel
(per file)
Client
(per sheet)
Reproduction
(per page)
(minimum)
(each)
(each)