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11-0419_SMITH-EMERY LABORATORIES_Agenda Report_D7
0 , HM Karen P. Brust, City M FROM: Sam Shoucair, Acting Director 411712012 SUBJECT: Consideration of Amendments to Personal Services Agreements for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project (CIP No. 07107) (RBF Consulting, and Smith -Emery Laboratories) By motion, 1.) Approve Amendment No. 1 to extend the term of the Personal Services Agreement with RBF Consulting to provide Stormwater Pollution Prevention Plan development and Construction General Permit compliance services; and, 2.) Approve Amendment No. 1 to extend the term of the Personal Services Agreement with Smith -Emery Laboratories to provide geotechnical testing and inspection services. On April 19, 2011, the City Council approved a Personal Services Agreement with Smith -Emery Laboratories to perform geotechnical materials testing and inspection for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project, and they approved a Personal Services Agreement with RBF Consulting to perform Storm Water Pollution Prevention Pian (SWPPP ) development and Construction General Permit compliance. The project has received federal funding and is under several environmental permits; the project needs to follow strict requirements in keeping with federal and environmental regulations. The additional services were necessary to ensure project documentation and testing is performed properly. The project consists of widening Del Obispo Street from Alipaz Street to Paseo Adelanto, and widening the west side of Paseo Adelanto south of Del Obispo Street. The construction work includes a concrete bridge, channel, steel sheet piles, access road, storm drain, water line, dry utilities, tree removal, landscaping and irrigation, retaining walls, asphalt paving, sidewalks, curb and gutter, grading, chain link fence, traffic signals, street lighting, signing and striping, storm water pollution prevention, traffic control, and environmental permit compliance. Construction was expected to start at the end of May 2011, but the City was still working out some issues with the Orange County Flood Control District for issuance of a conditional permit to work within their right-of-way. The delay in obtaining the permit contributed to the late start of construction of the project. The contractor, Peterson - Chase, started construction on the Del Obispo Street Widening project on July 12, 2011. Per their contract, they were required to complete the project within 10 months, on May 7, 2012. They will be late on completion because the project incurred several design changes. To get through construction, submittal of reports, and reviews from Agenda Report Page 2 April 17, 2012 Caltrans and Federal Highway Administration (FHWA), staff is requesting the term of the agreements with RBF Consulting and Smith -Emery be extended to September 28, 2012. i•LTsl�010 Z 3101- 7 t I0UNU The Personal Services Agreement with RBF Consulting for SWPPP development and Construction General Permit compliance is in the amount of.$34,020.00. The Persona[ Services Agreement with Smith -Emery Laboratories is in the amount of $71,914.00. The services are not eligible for reimbursement by the federal grant. They are funded by the Capistrano Circulation Fee Program (CCFP). The consultants are within budget with their agreements. Extending the term of the Personal Services Agreements does not have a financial impact on the project's budget. There will be no change in the agreement amounts; the current agreements are funded from the existing Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project budget. NOTIFICATIONS; Tanya Bilezikjian, RBF Consulting Rob Greeley, Smith -Emery Laboratories RECOMMENDATION: By motion, 1.) Approve Amendment No. 1 to extend the term of the Personal Services Agreement with RBF Consulting to provide Stormwater Pollution Prevention Plan development and Construction General Permit compliance services; and, 2.) Approve Amendment No. 1 to extend the term of the Personal Services Agreement with Smith -Emery Laboratories to provide geotechnical testing and inspection services. Respectfully,�;ub y(Shoucair ing Public Works Director Prepared by: Nisha Patel, P.E. Associate Engineer Attachment(s): 1. Amendment No. 1 to Personal Services Agreement with RBF Consulting 2. Personal Services Agreement with RBF Consulting 3. Amendment No. 1 to Personal Services Agreement with Smith -Emery Laboratories 4. Personal Services Agreement with Smith --Emery Laboratories FIRST AMENDMENT TO PERSONAL SERVICES AGREEMENT THIS FIRST AMENDMENT TO THE PERSONAL SERVICES AGREEMENT between the CITY OF SAN JUAN CAPISTRANO ("City") and RBF Consulting ("Consultant") is made and entered into, to be effective the day of , 2012, as follows: RECITALS WHEREAS, the City and Consultant have entered into that Personal Services Agreement dated April 19, 2011 to provide SWPPP Development and Construction General Permit Compliance for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPL 5372 (011) (CIP 07107) (the "Agreement"); and WHEREAS, the City and Consultant desire to amend the terms of ' the Agreement as provided hereunder. 0_t_►911 W,1 NOW, THEREFORE, in consideration of the promises and mutual covenants contained therein, City and Consultant agree to amend Section 2 of the Agreement as follows: Section 2. The term of the Agreement is hereby extended to the new completion date of September 28, 2012. All other provisions of the Agreement not amended hereunder shall remain in full force and effect. /.1111903111 By. Maria Morris, City Clerk go Omar Sandoval, City Attorney C�I�L•��Y,Ii,aIi�r�Y,,�•� By: Larry Kramer, Mayor CONSULTANT in ATTACHMENT 1 PERSONAL_ SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this �_ day of ; . yi , 2011, by and between the San Juan Capistrano (hereinafter referred to as the "City' and RBF Consulting (hereinafter referred to as the "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide SWPPP Development and Construction General Permit Compliance for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPL 5372 (011) (CIF' 07107); and WHEREAS, Consultant is qualified by virtue of experience, training, education, and expertise to accomplish such services. NOW, THEREFORE, City and. Consultantmutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by the Consultant shall consist of those tasks as set forth in Exhibit "A," attached and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Term. This Agreement shall commence on the effective date and shall terminate, and all services required hereunder shall be completed, no later than May 1, 2012. Section 3. Compensation. 3.1 Amount. Total compensation for the services hereunder shall not exceed Thirty Five Thousand One Hundred and Twenty ($34,020.00) as set forth in Exhibit `B," attached and incorporated herein by reference, Attachment 2 3.2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay monthly progress payments based on approved invoices in accordance with this Section, 3.3 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement These records will be made available at reasonable times to the City. Invoices shall be addressed as provided for in Section 1.6 below. Section 4. Independent Contractor, It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of the City, and shall obtain no rights to any benefits which accrue to Agency's employees. Section 5. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. if Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to the City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Chan es to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. In the event of a change in the Scope of Werk provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and/or Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of all conditions there, and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform the City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law; E-Veri . 9.1. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. 9.2. E -Verify. If Consultant is not already enrolled in the U.S. Department of Homeland Security's E -Verify program, Consuitant shall enroll in the E -Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at htt ://Gtvww.uscis. ov, or access the registration page at ht ps:/ie-verifv.uscis.gov/enroll/. Consultant shall certify its registration with E -Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. Section 10. Conflicts of interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies ofWork Product. At the completion of the work, Consultant shall have delivered to City at least one (1) copy of any final reports and/or notes or drawings containing Consu#tam's findings, conclusions, and recommendations with any supporting documentation. All reports submitted to the City shall be in reproducible format, or in the format otherwise approved by the City in writing. 3 Section 1 . Ownership of Documents, All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports; information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. Section 13. indemnitor. To the fullest extent permitted by lave, Consultant agrees to protect, defend, and hold harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person; or damages of any nature, including interference with use of property, arising out of, or in anyway connected with the negligence, recklessness andlor intentional wrongful conduct of Consultant, Consultant's agents, officers, employees, subcontractors, or independent contractors hired by Consultant in the performance of the Agreement, The only exception to Consultant's responsibility to protect, defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees. This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Consultant. Section 14. Insurance. On or before beginning any of the services or work called for by any term of this Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration of the agreement, and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VII or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks D associated with the work contemplated by this agreement. If a Commercial Genera[ Liability Insurance form or other form with a general aggregate limit is used; either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned,' hired and non - owned vehicles in an amount not less than one million dollars per occurrence 14.3 Workers Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following. Liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of Consultant; products and completed operations of Consultant; premises owned, occupied or used by Consultant; or automobiles owned, leased, hired, or borrowed by Consultant. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors- and Omissions Coverage Throughout the terra of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Priorto beginning anywork underthis Agreement, Consultant shall submit an insurance certificate to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of CancellationlTerrnination of Insurance. The above policylpolicies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days` written notice is givers to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 5 14.7 Terms of Compensation, Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to Consultant. In addition, this Agreement may be terminated by any party for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the Other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. !Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32409 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Nisha Patel, P.E. To Consultant: RBF Consulting 14725 Alton Parkway Irvine, CA 92618 Attn: Tonya Bilezikjian, P.E., CPESC, CPSWQ, CSD Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees; costs and necessary disbursements in addition to any other relief to which he may be entitled. rl Section 18. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. APPROVED AS TO FORM: d6l :.X Omar'la-'nd,v,�l.'�Cit-yWft-or-n'ey CITY OF SAN JUAN CAPISTRANO By. -7 Dave Adams, Interim City Manager 101901KNOW W2111 By: a March 2, 2011 Revised City of San Juan Capistrano Attention Ms, Nisha Patel Submitted vier emad Subject: Proposal to Provide Construction SWMand CGP Compliance Services Dear Ms. Patel: I R 3i= Consulting (R13F) is pleased to submit our proposal for SWPPP DevOoprnent and ConstrUCtion General Permit corripliance for the Leel Obispo B?HgC Widening Pm"ject RBF has extensive experlence in providing compPance services related to the new Construction General Peri -nit, Order No. 2000-0009-DWQ, VVe loop forward to the opportunity to work with ttae� City of San Juan Capistrano on this ps-ojcect. Based on our calculations, this will be a Risk Level 1 project, Our proposal includes several tasks that are designed to meet the compliance requirements as summarized in Attachment C of the Permit, We have included a cost proposal for the project as a Risk Level 1, as well as an alternate proposal to cover the event that the project schedule boosts the project into kisk Level 2. Please see the attached proposal for the details of our proposal and fees, This co[itract will be managed by Tanya Bilezikjian, P.E., CPESC, CrSl:VQ, QSD, CCP'Frainer of Record. The RBF tean: includes three additional QSDs and a QSP, a l of whom are familiar with the Construction General Permit, in regard to both SWi"PP development rind field i r;plernentation, This proposal is valid for 90 days Irc m tine date on 'his cover letter We look forward to your review of our proposal, and to discussl.ng any questions with you at your convenierice. If you have ally questions or require add .ional faformati6n, please contact me aH949) 855-3673 (office), (714.) 321-3006 (cell), (949) 5136.6531 (fax), or e-mail at 1�rnyal>C?rE7f.cc�m, Sit�c;ercly, f Tanya Bilezikjian, PE, CPESC, CPS`A/Q, QS -D Anna Lantin, P.E., CPESC, CPSWQ, QSD Project Manager Principal -in -Charge Senior Associate, Stortnwiter Manageme-nt Vice Ptesident, Stormwater EManagennent, RBF Consulting RBF Consult's(IS F'LAIgNiNG M DESIGN M GON-14TRU.0-Tt QN 44725 Khan Parkway, :wine, GA92£16.2027 P 0. 8&57857; P,vine, CA32619-7057 a 900472:3505 Fax N9,472.8373 ofiices iacatad;4 houPGe€ ornla: Arizona & Nevada g wv,w.R2f- con' City of Sh11 Juan Capistrano Del Obispo bridge Widening . and surveying firms with a total staff of over 550 professionals and 1)t4� SECTION 1. FIRM PROFILE AND EXPERIENCE ESTABLISHED: 4944 Company Overview -- RBF ENTITY: Privately -held RPF Consulting (RBIQ is a multi-oisdpilnary planning, engineering RBF CONSULTIN0 and surveying firms with a total staff of over 550 professionals and offices in Orange, San Diego, Contra Costa, Santa Clara, Riverside, ESTABLISHED: 4944 San Bernardino, Ventura, and Sacramento Counties. With 60 years ENTITY: Privately -held of public and private sector experience, RBF is respected and C'otporation recognized in the profession of consulting planning, environmental, SIZE Of STAFF: 551 NUNIBER OF OFFICES. 16 and engineering services throughout the State of California. Our company headquartersare located in our Irvine office.; which Corporate headquarters;. serves as a base For about 150 of our staff, 14725 Alton Parkway Irvine, Caiiiorhia 9203 S RBF has in-house expertise in the following disclplines: Civil Phone,: 949A72-3505 Engineering (including Grading, Pudic Works, Nater/Wastewater, Fax: 949/472-8373 Wv9V.r5f.corn and .Surface Water Management), Environmental Analysis, Planning, GIS Services, Surveying, Aerial Photogrammetry, Contac{; Mapping, Real Estate Assessments, Transportation/Traffic Tanya BilezNian, PC, QSD Engineering, Mechanical/Electrical/Energy Services, Computer- Projecl Manager Aided Design and Drafting (CARD) and Media Services. 9491855.3513 is_n��rts(.ccn1 RBr provides a wide range of surface water management services, SERVICES PROVIDED, including Construction General Permit compliance, SWPPP Development Stormwater Quality, BtAP Research and Design, Surface Water Surface Water Quality Monitoring, National Pollutant Discharge SVI1PPP Development Elimination System (NPDES) compliance, Stormwater Program CGP Compliance Development, Design Manuals, Industrial Site NPDES Compliance, Program, Development BMP installation Runoff Management Plan Cievelopment, No©d Control and Drainage Systems, Alluvial Channel Design, Sediment Transport, Planning; Hydrology, and Floodplain Management. RBF has provided Transportation Planning services in Stormwater Management to a wide variety of private Environrrental Services and public sector clients. The services RBF has provided include: Watershed I)ianatgement GIS Construction General Permit Compliance. RBF has been a leader Visual Analysis and Design in providing client assistance with the new Construction General Design: Permit for Storm Water. Previous assistance has included risk Transportatiort Encginesrng assessment, SWPPP Development, for both traditional and linear Struclaiml Engineering projects, providing QSD/Q5P TrnWng (RBF has Maur in-house Traffic Engineering Trainers of record), 13MR design, effluent monitoring for pH and Civil Engineering - Water Resource E-Rgl wing turbidit4., construction site inspect=ons, and compilance audits, RBF landscape Archi ecture has the experience and knowledge to provide clients with peace of mind that projects will meet the compliance requirements of the Cons,tructlow Construction Permit, field Suraoying Mapping! Rightof Way Construction: Staking Cons,ruclion Managomont Construction lnspectlon I'3.o osal to Provide Construction 5t'orr��mOer Sup orr fo,- the Del 0his ao Bridge Widonin i.g ?�` P t p I' �' g City of San Juan Capistrano � Del 013ispo Brfdge Widening. , 3 rr Ei41 V�'1 ,bAlr- i • - i Municipal stormwater Program Development. RaF has developed municipal stormwater programs for both Phase l and ,'phase 11 communities. Project elements include program development, commun4y.presentation, staff training, annual reporting, monitoring program i development and implementation and overall program impiementation. RBF is currently 1 providing assistance to Caltrans to develop their statewide stormwater Management Plan, and recently developed the local f mplementation Pian (UP) for the City of Orange. RBF is also currently providing ongoing services to the County of Orange to develop stormwater management programs and training related to Existing Development, Illegal Discharge/lilicit Connections and Pian Development components of the grange County 5torrnwater Program. NPDE5 Compliance. RBF has assisted pubilc and private sector clients with NPIDES compiia€ re services. Relevant experience Includes 5tte inspection,, permit requirements interpretation, response to notices from regulators and liaison wlth regulators"arid annual reporting, RBi is currently providing program development services to Orange County and its co -permittees 1 through four on-call contracts. RBI' has recently inspected same industrial facilities in Orange IJ County as a part of the development of the County's storm water program, and provides construction site inspection and training, Stormwater Management Related Training. RBF has developed Powerpoint" -based training courses for municipal program implementation, BMP design, and construction general permit compliance, We have provided a number of storm water quality training programs for our clients, some of which have included: City of San Clemente Pardee Ho rues City of Orange Catellus Residential County of Orange City of Los Angeles Tale6a Associates Building Industry Association Water Quality Monitoring: RBF has performed water quality monitoring using automated and grab sampler techniques for site runoff and receiving water characterization. 118Fhas completed water quality sannpling and data analysis for the following types of programs; 0 Receiving water assessment 4 Forensic analysis - A SMP performance characterization Estuary Plan Review Services. RBF provides improvement plan review for a number of clients relative to storm water duality. RBF has also developed criteria for new development and redevelopment projects for storm water quality for varlous municipalities, RBF understands its role as a service organization and is committed to providing the highest level of customer service in support of our Client's ;osis. a ,�.�;; proposal to Provide Constr:,ction StorrflWater 5tiipiaort for the Del Obispo {3ri,Jgc Widening 1-2 City of Saiz Juan Capistrano D I Obispo Bridge Wi(Jening {{�Tf ori --Collusion Staltement RBr Consulting is not aware of any conflict of interest that may arise from providing this proposal or performing this scope of work. RSF has not worked with any other contractor or consultant in the preparation of this proposal, E t Proposal to i'rovicle Construction 5Yonmwmer Support for ti7e Del Obispo l: irldge'A°`kdraring i � City of Sari Juan Capistrano Del Obispo Bridge Mciening N' r. etlR SECTION 2: P OSECT APPROACH: SCOPE AND FEE The California Construction Genera Permit, Order leo. 2009-0009-DWO, became effective on July 1, 2010. it is a risk based permit, with project risk depending on project -specific and receiving water characteristics. A risk assessment must be conducted for a lI construction projects that disturb greater than one acre of land. The permit requirements are based on the project risk level, with requirements increasing along with the project risk level. A preliminary risk assessment was performed for the Del Obispo Street Widening project. The risk assessment was conducted based on the procedures in the Construction General Permit. Based on tiie estimated 10 -month construction duration, the project is expected to be Risk Level 1, the lowest risk level. Risk Level 1 projects are required to develop Permit Registration Documents, which include permit registration in the State Board's SMARTS database, a Storm Water Pollution Prevention Plan (5WPPP), formal Risk Assessment, and project drawings. Construction phase permit implementation includes BMJ' implementation, weekly site inspections, storm event -triggered Inspections, quarterly non -storm water inspections, and the submittal of Annual Reports, Ta k 1: Storm Water Pollution Provention Plan (,(,WPPP) [deoeiopn-lent RBF Consulting will prepare a Storm water Pollution Prevention Plan (SWPPP) based on the scope ofconstruction activities. The SWPPP and all associated elements will be prepared according to Risk Level 1 project requirements. During this Task, a SWPPP map will be prepared using the project grading plans, The SWI. PP. map- will describe the erosion and sediment control BMPs as well as the required good housekeeping BMPs for a Risk level 1 project, The objectives of the SWPPP are to: 1) identify the sources of sediment and other pollutants from the construction site that affect the quality of stormwater discharges; and 2) to describe the practices to reduce sediment and other pollutants in storrnwater discharges generated from the construction site..ln audition, the SWPPP will identify the Rlsk Level.1 requirements.and clearly state the measures necessary to ensure compliance with the Construction General Permit. The SWPPP will be prepared by a Quallf led SWPPP Developer who is certified, as required by the Permit, to prepare SWPPPs. Task 2: Permit Registration Docun-,ents RBI= Consulting will submit the SWPPP along with the additional required elements of the Permit Registration Documents using the State Board's SMARTS database. RBF will act as the Hata Entry Person in SMARTS and will provide a turn key product for the City to review and approve. As an . optional part of this task, RBI" ConsWting will, at the request of the City, provide a permit fee check. This task includes the Notice of Intent (NOI),. Task 3: Constructicin Site lnspert:ions RBF Consulting will conductthe required compliance inspections as described in Attachment C of the Construction General Permit. Ail inspections wil I be conducted or supervised by a Qualified SWPPP Practitioner with training and qualifications perthe provisions of the Construction! General Permit. These include weekly, pre -storm, during -storm, past -storm, and quarterly noxi -storm water inspections. Inspections will include BMP assessments, photo t!Z ;:�:•Proposal t« Provide Construction Storrnwater Support for the Del obimo i3.ridbe Widening 1-4 EXHIBIT A City of San juin Capistrano Del Obispo Bridge Widening documentation of site conditions, and providing communication with the City and the contractor responsible for BMP implementation and maintenance. Task 4: Annut l Report Preparation RBF Consulting will prepare the required Annual Reports for the project. The anticipated project schedule of 10 months (assuming a start date in March) wOl necessitate the preparation of two annual reports over the lifetime of the project. The Annual Reporting period is from July 1—lune Sia of each year. The first Annual Report will he due on September 1, 2011 and will coverthe period from March 2011—June 30, 2011. The second Annual Report will be submitted priorto submittal of the Notice of Termination, and will cover the period from July 1, 2011 through the end of the project. Task S: Notice of Termination Preparation or leer review Upon project completion, RBF will prepare or assist in the preparation of the Notice of Termination. RBF will compile photos of the completed site to document final stabilization, and wilt provide all relevant project information to the NOT preparer, Task 5 ;optional): Project risk is dependent on construction duration, in the event that this project exceeds its original 10-irronth schedule, the project could increase to Risk Level 2. Thi, would trigger several additional tasks for the remainder of the project. m SWPPP revision to reflect revised Risk Level a Rain went Action Plan ( REAP) prior to each rain event Effluent monitoring at all discharge points for pal and turbidity during rain events Daily trackout inspections Effluent data reporting in SMARTS Weather monitoring via NOAA.gov RBF is providing a proposed fee for this opti©nal task assuming that the project duration would increase by.three months, and that four qualifying rain events would occur during these three months. To keep costs iovr, REF assumes that the contractor will perforin the daily trackout inspections. RSF will provide a field tog for the contractor and will provide training at the start of the project. Reim1)ursabIes: This task includes mileage for travel between the RBF office in Irvine and the project site, as well as reprographics casts to produce the field SWPPP and a hard copy SWIPPID for City staff review, Proposal ir, f'iovide o: ,,st€uction StQrmwaiur Support fb,- the Ciel Obispo Bridge Wdenfrig 1-S City of Sari )uan Capistrano Dei Obispo Bridge Wider -Ong Project Teann Staff 1 Billing #date. Estimated Percent of Project , Anna Lantin, P.E,, QSD Principal�in-Ci�arge 5260 _ - -- <1FIr - - Tanya Bilezikjian, P.E„ Project Manager 9% Dave Mercier, P.i_., OSD $135 15% Bili De Jong, P. E., QS $1.35 30% PatrickKuga, USP $120 _ 30% Kevin Wiarama -- - - - { $55 15% Total 100% t Proposal to i'mvide C,onstruc.ion Stormwatcr Support for die Del Obkpo Bridge Wl dfening I.6 City of San Juan Capistrano Del Obispo Bridge Widening Fear Table 1. Summary (Note: Numbers Have Been Rounded From TAIL 2 Below) Task Fee THours (Patrick) J Task 1: SWPPP Development $5,0030 ___... _. Task 2: PRDs { 1 Task 3: Construction Site Inspections $7.3,700 - -1 Task 4 Annual Report Preparation $1,920 _ f Task 5: NOT $1,,000 Task compliance $15,780 Reimbursalgles $900 2 j 12 ! Table 2. Fee Detail Task E Hours (Tanya) THours (Patrick) flours (Bill) Hours (Kevin) Total Hours Total Cost { 1 !. 10 20 5 8 444$1,486 _.. $5,290 ! 2 j 12 ! 15 _ 168 20 �— 203 $23,720 4 r €i 1Q . 16 $2,1134 i 5 3 4 1 7 $972 i (optional) 20 100 1 120 $15,280 AssurnpVOMs. 1, Project duration of 20 months, 40 weekly €nspectlons, 15 hoes per inspection 2, Two Qt iaiifying 5torrn Events: 2 pre -storm inspectlnn, 4 during -storm inspections, 2 post-starrn inspections 3.. Field work wdl be conducted by .a QSP 4. SWPPP v4M be developed by a QSD 5, Two annuai reports will be deve{oiled, 8 Sours estimates Tier report 6. Reirfbursables include mileage and reprographics 7, Optional Task 6 assumptions: a. Three additional months of corstrurtiat b. Four p€ aWying rafn everts during additional time c. Four each, pre -storm, during -storm, and most -storm inspect'Eons d:. Four saEnpl'fng days, S hours per day of sampling e. REAP will be deve!oped for each stoner event during pre -storm inspection f. 12 additional weekly inspections G. 12 hours for SWPPP revision PIPO�posall tt Provide CJIlSHLIUic>n SWIM ,�W� Suppol far tfu po! CJaisl�G #sridge lh ;q`erti 3g I � BIT B City of San Juan Capistrano' Def Obispo Bridge \A/idening SECTION 3: PROJECTSTAFF R,BF Consulting has hand pIrked highly qualified and experienced personnel to provide full services to the City of San Juan Capistrano covering scope items 1 through 4 of the Exhibit A. A summary of the staff qualifications and previous experience with similar projects is presented below. Anna Lamin, PB, QSD, i Ms, Lanfin`s experience involves civil Corridor Storm Water Manage ncnt Studies - GPESC i and wafer resources engineering, Caltrans. District 7 (Contract Nos, 07A2504 and Principal -in -Charge SWdalixing in storm water 07A2505) (Las Angdes and Vent=gra Corantfes, Trainer of Record I management and water quality. She CA) Tasks: Oversight and has extensive experience in storm Ec#!son 7viisSiCan Energy (EtviE) Photovoltaic QArQC uvater management projects in the I State including storm water quality Projects -Water Quality Strategic Pian Years of Experience: 29 3 research studies, Best Management Development and 5tonnwater Ri.,i�ot{Analysis 1996, Civil Engineer, Practices (BMP) design, oonstruction (Various Sites in California) CA. 550432004, i oversight, BMP impfemR�ntation, AASHTOStormwitLr Handboolc(Ni6onv,66e) Ce, lrfred Pmfessionalin water quality monitoring, operation Caltrans Total Maximum Daily Loads (TNIDL) Erosion and Sediment and maintenance, and per€ormance SMP Retrofit Siting - Assislance to f:iistrict 7 Control, 2781 issuedin data analysis. Design (Contract No. 43A0182) (Los Angeles 2004 County, CA) = Caltrans Storm Water Program Annual Report and Program Effectiveness Assessment,Contract No. 43AQ182) (Statevvide, CA) Port" of San Diego, Stonil Water Proor;im &nnual .I Report Databas£: DevefOpment - Tanya Btiszikitan, PE, ; Pals, Bilezikjian has D>densive � � * South6rn Caf€forn€a Edison Gin -Call Storri}wite'r QS% GPESC... i.:experienee in storm water ............{.... SmIce5 (Soutbern Coffforda) .. ........ . Projecfa`l+ianager management and water quality, . Southern Cali#ornia Edison Stora water Trainer of Record including prion experience as a Water ' Mai anent flan ia� l>arat€on (Socatlacrn Tasks, Prttgraart Resources Cgntroi Fngineer at the C aii€nrrx a; alif rni Development l i Regional Water.Quality Control Meetings Board, Los Angeles Rergion. She has City of Anaheim On -Call Assistance (Anaheim} provided services to on-call Ciry of Anaheim Water Qualify Ntanagerne.nt Years of—Expedence: 10 ! assistence to Southern Ca€ifomia Plan Verification (Anaheim) 1 C7?S1f'c3$CJIJ: EdtsQn for sax years includ{rig ° Los Anf;eles Community Col!cge District Stoats 2008, Civic Engineer, creation of its Corporate Storrnwator Wirer Management Program (Los Angeles CA, 72119 issued in Pofioy and Program, construction Cratinfy, CA) 2006, CariScd compiiance; NPDSS and stormwater Caltrans Statewide `rMIDL Assistance (Contract Profassionol in Erosion perrr3itfing guidance, and extensive No. 43x0192) ;Statewide) arab Sediment Control, : fioid work. She hes experience. Nt t3PS Staff Training (Aaaaheim, CA) 3757 issued 0 2(X17writing and reviewing Water Quality . Management Plans and Storm Water Water Quality Management Pians (Orwt &g Poilut on Prevention Plans. Caunt�', RiVel'Sl ie Ccarrnty, San 6ernardirio Coufaty) Storm Waters ''inion Prevention Plan (Orange County, Riverside County, San 13e.-nzrclina Ca nty,,Caftraais, MWD) p", Z' !'ropos<Ei.fO Prcvicc Construcdon Stormwpiter Support for the Def Obispo Bridge Widening 1-8 City of San JLtan Capistrano Del Obis po Bridge, Widening Dave Mercier, PE, Mr. Mercier has experience focusing LEED AP, CPESC, on Storm Water Management (Flood >SfJ Control and Water Quality), He has Project Engineer project experience in the planning, Tasks: Office and preliminary design, and final design Field Support phases of. projeots. Mr. Mercier is Quaiified SWPPP ' experienced in the siting, design, and Years ofExp&once: 7 construction of SMPs. Mr, Mercier Registraon; has extensive field experience. He 2037, Civil Engineerhas led teams frsrfield CA, 71531 reconnaissance and project 2010, Certi7od inspections among otherthings. this Professional in Errosion experience also incitides hydraulic f and Sediment Control, hydrologic modeling, sediment 5703 transportistrearn stability, and writing Design Engineer, QSP technical reports. Bill De Jong, FE, LED Mr. De ,long has experience in civil AP, CPESC, Qsb engineering, Specializing in storm Project Engineer waterrt anagement and Water quaRy Tasks: Document projects. He provides assistance in Preparation, Review, water quality permitting and field Quaiified SWPPP inspections. He prepares technical Prarfitianer, Primary reports and memorandums from Inspector storm water data that he collects and (LF -ED AP) arolyzes. , tr4 4 Southern California Edison On•Cail SlOrmwater I Services (Smithern California) - [l Casco 1 St6st:ation, SWMP Updates, CGP Training I' 1,A)urksiaops, WQMv /5'vVPPP Development and Review, WaWLr Quafily Sampling • Corridor Stone Water Managernont Studies j Caltrans, Disir'rct 7 - (Caltrans District 7 Contract I Nos. 07A2504 and 07A2505) (Los Angelos and Ventura Countles, CA) Caltrans Assistance for Total Maximum Daily Loads (CA) • Caltrans C3i5trict t'l, Cattr,�zns BFMP Pilo, Modific�rtioos (San Diego COUnty, CA) • City of Anaheim Cdn-Gail Assistance (Aaikeim) l f11'€ZUiI$ L epartr»ent of Transportation S-futawide NP€7ES MSA Pormil Cornpliance (State of Arizona) Corricdor Storm °Jl aLer Mrrr;agc i��er Studies I Caitrans, District 7 - (Caltrans Us',rict 7 Contract Nes. 0 7A2 504 and 07A7.505) (Los Aragetes and Ventura Counties, CA) 1 • Southern Cali fornlaEdis{rn On -Call Stormwater Assistance (Southern CA) • Capra€is StaiLWde TMDL Assistance (Statewide" Years of Experfence: 4 Registration.. 2009, aW Engfrieer, .CA.. 2007, Leadership fn Energy and Eno onmerita" Dosigp Accredited Profeasiond (LF -ED AP) 2010, Certified .. . Professional in %m.sion and sed dent Canfro/, 5702 Patrick Kuga tvtr. Kuga works in Watershed Design Engineer, QSP Management characterizing existing Tasks: Document conditions, identifying and prieri.izin.g Preparation, Review, problems, defining manage cent oualified SVVPPP objectives, and developing and Practitioner, Primary impiementing protection or Inspectar remediation strategfes to rneet water quality standards and protect water Years ofExpetfence: 9 resources. He provides support in identifying opportunities for collaboration efforts reiated to viater quaiity issues and TMOL. compliance strategies: • Caltrans Statowide TMDL Assistaracn (Staten de, CA) Caltrans Districts 4, 7 TMDL Assistance (;5tatekaide, CA) • Caltrans municipal Coordination and Couperarie Agmomenls (Statewide, CA) • On Cads NPDES SuppoitServices (Anaheim, CA) ��;��` Prrrprsal to Provide ConsEruCliorf 5tnrrrtwa?ef Support f;>r the dei C7tisIyo C3rirgeWid�ning 1•9 City of Sari juafl Capistrano! Ciel Obispo Bridge Widening Caltrans—Scathe: n tan-C;,A Storm Water Corni;lianc. ,, Services I-lighiaghb5' RBF Inas contracted with the State of California, Department of Regulatory Ag�2ncy Permit Transportation (Cr!€trans) i,,! I:wo three -.year, 01 -i -call t€Chni9c"I and Coordination professional services contracts to formulate stateuwidc storm water 9 Storrn grail! System solutions tltrougl,out Caltrans" Southern California Districts: Work Inventories under this contract includod support of storm water management CorstrticCinn Siteand Facility activities such as regulatory agency permit coordination,-storn3 drain inspecCiotts system inventories, construction site and facility inspections, illegal � Tli�g�S pisellatge �a0i!rce discharge source investigatictss, storm wafer contract document reviews it unst.c2atians and snore. The combined contracts have a limit ofStii.2 million in fees. 0 storm Water Contract C» umer£t Reviews Cinder the: various tasks of this contract, RBV worked closely with Caitrans to: Reference; s . Consider and implement Hest Management Practices at projeol calif01,111a Department of sites, including construetion sites, maintenance stations, Transportation Division of Department properties leased to others,rest ares, roadside slopes, l r,vlronm'e€,tal Analysis etc., to achieve slorrn water aompliancc; P'O' Box 9+2874 * Review dtafl compliance documents, such as a Stonri Water 5acrarne .to, Cali �1274 Pollution Provention Plan (SWPPP) rotated to water q ulity for Mr. Scott MCGO"wm, projecl sites; and 976/553 + a6 ® Help Departmerit District office ;staffs comply with the DQparfimm 's National Pollutant l7€schart c Elimination System (NK)ES) permit ohiigations that rine related to the pNiming, dosign, cnnstruetion, maintenance, and operation of transportation facilities. v IL : " l'rcaosal to 1'rtavi �c Cor!struclicn 5t©rnry aloe Su nit for tt, del �Jl3is�n iriJge ��vIdenin 1-10 V.I-1 l g City of San Juan Capistrano Del Obispo Bridge Widening Sotrthf�rn C?Iifor€'rr rji nn 1'rar3s3nissinn and M!is V hu. l.Jrtit', Storm Water Assi;str nce RBI' hAs provided :t Wide array of Services to the TtansmiSsion and Distribution Business Unit ("t`I]i• V), Southern California i dison's (SCE)'argest business unh. SCE is in the rnidst of j carp; -scale expansion of I.ts infr-astructt€re, which has led to widespread construction activities across SCE territory. Construction phase assistance will) obtaining permits, writing Storm Wmcr Pollution Prevention Plans, providing i3MP-relafcd training, and sub. itting. Notices of Termination when construction is completed has bee.n provided. Post construction assistance such as identifying anticipated post construction pollutants of concern; designing Hest Manageinent Practices to address those pollutants, and writing Water Quality Mandgrem.ent flans has also been provided. In addition to regularly scheduled assistance as described above, RBF has provided cMer'ency response to SCI: when nt,,edcd, Work products created have included Erosion and Sediment Control flans and planning of culvefts and Arizona Crossings within SCF.: rightof way. Highl6Lghtr.f * Compliance Doc nk eilts, Inc uftg SVVPPP and VuQP Ps Tra in tng Ei7nergency Response Refergrrce, Company 125 Elm Avenue L-onq BLmdi, CA 90802 john alayban, 626/302-1-7.2 i w proposa to Provide Consiruction Stormwater Support for the Del Obispo Bridge `XdeniEG � t w, � s FIRST AMENDMENT TO PERSONAL SERVICES AGREEMENT THIS FIRST AMENDMENT TO THE PERSONAL SERVICES AGREEMENT between the CITY OF SAN JUAN CAPISTRANO ("City") and Smith -Emery Laboratories, ("Consultant") is made and entered into, to be effective the day of , 2012, as follows: RECITALS WHEREAS, the City and Consultant have entered into that Personal Services Agreement dated April 19, 2011 for Geotechnical and Inspection Services for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPL 5372 (011) (CIP No. 07107) (the "Agreement"); and WHEREAS, the City and Consultant desire to amend the terms of the Agreement as provided hereunder. Gl.&14 N1 IQN1-4 NOW, THEREFORE, in consideration of the promises and mutual covenants contained therein, City and Consultant agree to the amend Section 2 of the Agreement as follows: Section 2. The term of the Agreement is hereby extended to the new completion date of September 28, 2012. All other provisions of the Agreement not amended hereunder shall remain in full force and effect. ATTEST: 10 Maria Morris, City Cleric APPROVED AS TO FORM: Omar Sandoval, City Attorney CITY OF SAN JUAN CAPISTRANO Larry Kramer, Mayor CONSULTANT ATTACHMENT 3 PERSONAL SERVICES AGREEMENT F, THIS AGREEMENT is made, entered into, and shall become eff=ective this„ 16 i1a ay Of `�f! 2011, by and between the San Juan Capistrano (hereinafter referred to as the "City") and Smith -Emery Laboratories (hereinafter referred to as the Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide Geotechnical Testing and Inspection Services for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPL 5372 (011) (CIP 07107); and WHEREAS, Consultant is qualified by virtue of experience, training, education, and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows. section 1. aSjo of w� rk. The scope of work to be performed by the Consultant shall consist of those tasks as set forth in Exhibit "A," attached and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Term. This Agreement shall. commence on. the effective dateandshall terminate;, andallservices required hereunder shall be completed,, no later than May 1, 2012. Section 33. _ am ensation. 3.1 Amount. Total compensation for the services hereunder shall not exceed Seventy One Thousand Nine Hundred and Fourteen Dollars ($71,914.00) as forth in Exhibit "B," attached and incorporated herein by reference. 3.2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly Invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay monthly progress payments based on approved invoices in accordance with this Section. Attachment 4 3.3 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement, These records will be made available at reasonable times to the City. Invoices shall be addressed as provided for in Section 16 below. - ntr. Section 4. Independent,Coactor. .._.,.., .._....._.._ It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of the City, and shall obtain no rights to any benefits which accrue to Agency's employees. Section 5. Limitationst.i on Subcontracting and Assi nmen . The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City, If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to the City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6, Changes to Scope of Work For extra work not part_ of this Agreement, a -written authorization from City is required prior to Consultant undertaking any extra work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shalt execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Famllilari!y with Work and/or Construction Site. By executing this Agreement, Consultant warrants that; (1) it has investigated the work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform the City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law- E-Vej-!fY- 9.1. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. 9.2. E -Verify. If Consultant is not already enrolled in the U.S. Department of Homeland Security's E -Verify program, Consultant shall enroll in the E -Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days' of hiring a new employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at htf�a:I/www.uscis. ov, or access the registration page at htt?,sWe-v_eri uscis. ov/enroll/. Consultant shall certify its registration with E -Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. Section 10, Conflicts of Interest Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement ♦ .No person having such interest shall be employed by or associated with Consultant. Section 11, Copies of Work Product. At the completion of the work; Consultant shall have delivered to City at least one (1) copy of any final reports and/or notes or drawings containing Consultant's findings, conclusions, and recommendations with any supporting documentation. All reports submitted to the City shall be in reproducible format, or in the format otherwise approved by the City in writing. 3 Section 12, Ownership of Documents, All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional casts or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. Section 13. Indemnity. To the fullest exteni permitted by law, Consultant agrees to protect, defend, and hold harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities; expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of Consultant, Consultant's agents, officers, employees, subcontractors, or independent contractors hired by Consultant in the performance of the Agreement. The only exception to Consultant's responsibility to protect, defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees, This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Consultant. Section 14. Insurance. On or before. beginning any of the services or work called for by any term of this Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration of the agreement, and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to .commence work on. any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VII or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks 4 associated with the work contemplated by this agreement. If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit, 14.2 Comprehensive Automobile Liability. Throughout the terra of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non - owned vehicles in an amount not less than one million dollars per occurrence ($1,000,000.00), 14.3 Worker's Compensation. If Consultant Intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14,4 Proof of Insurance iequirernents/Endorseiment. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and' an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of Consultant; products and completed operations of Consultant; premises owned, occupied or used by Consultant; or automobiles owned, leased, Fired; or borrowed ..... by Consultant. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancellation/Term nation of insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 5 1.4.7 Terms of Compensation. . Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination, City shall have the right to terminate this Agreement without cause by giving thirty (30) days` advance written notice of termination to Consultant. In addition, this Agreement may be terminated by any party for cause by providing ten (10) days' notice to the other party of a material breach of contract, if the other party dues not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto.... ....... ...... . San Juan Capistrano, CA 92675 Attn: Nisha Patel, P,E. To Consultant: Smith -Emery Laboratories 1195 N. Tustin Avenue Anaheim, CA 92807 Attn.- Robert Greeley Section 17. Attome s' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. M Section 18. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Aqreem6nt. This Agreement constitutes the entire understanding an% -A' agreement between the parties and supersedes all previous negotiations between them pertaining to the Subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. ATTEST: Maria MorrishO' Clerk APPROVED AS TO FORM: V'111/i//'/J//A rl 0 rn a rS a nd6v,a V'City Attorney CITY OF SAN JUAN CAPISTRANO Dave Adams, Interim City Manager By. 7 An Independent Cownercial Testing Laboratory; established 1904 119.3 N. Tvstfn 4ynue Anahehn, C"al fomia 928ii7 City of San Jun Capistrano Attn. Nisha.Pam], IAF Associate Engineer 32400 Paseo Adelanto San Juan Capistrano, Cly, 92675 PROPOSAL -lel Obispo StreetWiden' zng CIP 0710 i- 'UL 5372 {Oit} Phone (714) 238-613.3 Far (714, 238-6144 March 1, 2011 Devised March 4, 20.1.1. Smit -emery Laboratories is pleased. to be providing City of San Juan Capistrano with the following testing & inspection proposal for the aforementioned project. Our scope of constructiou related testing and inspection encompasses providing geotechnical testing and; inspection during grading and bac%fil.l.Operations along VAth monitoring the .installation Of Piles. Asphalt. testing will consist ofmankorhig the placement .and compaction cnf.IWA checking loads along with temperatures to maintain project compliance. Concrete sam.pling will be performedduring placement to 'very teirip. slump, unit weight, air and sample for compression along. with checking load. tickets. IC:C inspection.will be conducted on all required structure components to assure construction for gei ral confornxance with the approved.drawings and specifications: Dur' operations Batch Plant inspection will be conducted to .for concrete and asphalt rnateriat along with sampling on the aggro Ates, sands, rock dust,.oils and cements. All of our field operations .are supported by our i aha tory who will be conducting testing. on materials to assure project compliance story data for various field operations. Smith Emery technicians and inspectors will be submitting writ tim reports daily describing the tests and Smith.-Dnery is mare tial the work mill be perfarnied.using Caltans & ICCs cortified personal for testing & inspection. serviets. Based onthe project scope Smillh-Ergl'ry will provide testing services including Laboratory testing at a reduced cast of $68.{10 per hour for prevailing wage projects.. Rates are summarized on the attached breakdown and .Fee Schedule fvr your review. Finally, if you should have any furrier que9fiOns. or requird any arthor infennation regxxding this proposal,feel free to contact me at & 714- 238-6133. We look forward to the opporWnity to work with you on.you.r project. Respectftdly subinit-ted.;. SMITH-E:.NMRY LABORATORIES 0 J� Roller# Greeley project Manager CITY OF SAN JUAN CAPISTRANO DBL OBISPO $Tr -,s I'-ll:r1DWNG ulP 07107-STPt 5372 (017) DESCRIPTICN DURATION SEL TIME RATE AMOUNT STREET IMPROVEMCNTS SCOPE rtes 6oursi PER FIR, Fleld Technician Curb & Grauer -sidewalk 6 24 08 sl,Q2.00 Density-Sarnpfe Concrete sium.p DTlveways, Ramp & Parkway olrf Technician Asphalt concreta pavement 2 16 68 $ 1,088.00 t ertstty Eesti sg-Thtc4<rlessiTemp Base -& surface caurso Field Technician Asphalt Pavement 3 24 fib 1,G3z.0D. Density Tosirtg-Th#ekness-Ternp ZXO.Tons Fieri Torr md*n. Crust7ed Bas$-Retalning,ftja 20 7n 68 $6J60,,00 ,CC Sper:iat Inspector RaTngxoavafion & tiacxfiit t3a€06 Plant -Techdolan Asphalt .& Concrete Plalits 7 28 68 S 1,904.00 Sample -Check l aerie -Temp BRfDGCSCi3P;~ Sub Total , 14,416: 140 Field Technician Stn�ciure-I xcauaTion-tracktill 1.8 120 58$ 1Drj pp De sfties, Monitor Pile Driving Steel Pirmg [Cc 5p8cial tnspeCtor Z83 CY Sfructutai Concrete 2D 16D. 68 10,88('Go Rebar-PT-Piac"erd-Sampling. bridge -Footing & Slab. IGC Special trmpecior Monitor & Sample PT Concrete Preget Yard 12 PS Canoreto Girders 4 32 68 ICC Spaeiatlnspector EreaPr=c S! Girders 5 30 88 $2,04D.Ot} IC.0 Speciat Inspector Utility Hangars 16 80 monitor& Pull Test Systoms Anchorage -Bridge System BRah Piart#-Cotiorete' Sample-'h<Loads ......... Gonerot.e Bata. Plant 22 44 &8 ;..... $2;9H2.. precast age work G+iAh1hBE Suis Total 30,328ko Field Technlci?n Unclassibetl FIR t Excava#ion 6 24 68 in5ity Monitor 366 QY Cut- 2©D CY Fill 100 Inspector/izield Tech.. 390.0Y Sjr.concrete & Lining 21 12$ 88 a8,¢68.Q4 semple,-Denoty11ronitorPi1os PalilnOheetKea #eh Plant -Concrete Ccncrele Plant 10 20 6$ $1,36.0.00 Material SampleCheck toads Site work DOMESTIC *ATEWDRY ti nUTtES Sub Tatar $9 l;56p.0(1 Fi6WTectin.cfiw ttEsc B.aci;f#i&Testing 1$ 30 611. 52,044.60 Densityf#�lonitar . uura.Totai $a ,040.W Project Management-Engk1fa rirsg Sub4nittal RevieW-FiWd meetings :30 7 ; 2,25Q.Ut1 Interim & Find teporis LABORATORY TESTiAIG See Attached Sciteduls ' LS $111320100 Lump Sura TOTAL COST E811MATt v71,91�4:iii# n w w CITY OF SAN DUAN CAPISTRANO , DEL OMSPO STREET WIDENING CIP 07107-STPI. 5372 (Oil) . Laboiatory Test 5chatiule j No. Rate Per Sons l pure aias•imirtudes Hateh Plant &tsrial� Tests Test_: Amount Max Density GT 216-AS'1 M D, 1557. S 13D VE30.00 S'sev4 Analysis CT202 10 80 $. 800.00 Sand Eq. CT2-17 10 66 800.00 Cleanness Value CT227 10 75 750.00 LARattter ASTU C131 2; 150 300,00 Asphalt 14veem DoneAy C'i366 5 135 $675<00 AG Moist CT370 5: 35 175.5157 l ✓xlracticrl S;T3$2 5 50 25D.t7€ Hveetrm StabMty & Swell 2 200 Concre SampiaPia-uP 178 10 5 1,764,0(7 Compr958io17 Testing i76 20 $3,520. o Reba.r &, Gabb� Tensile Test & elongation of PT Strand. 4 90 $86a.00 ......... Rot arTsnslle.&...Bond ........ ........ .... 1. 75 75(D,nO Lump Sum JJi :d SMITH - EMERY LABORATORIESg INC. 781 E, WASHINGTON BLVI). # Los ANcrmn, CA 90021 PHONE (2,13) 745-5333 o SAX (2 13) 749-7232 .0 SOUTHERN CALIFORMA AREA July 1, 2010 — June 30, 2011. Principal Souffiv,M-California Arch F,& cUiva,7l01/1€}' James E. Partridge P.L -Civil,.._ .......... ...., ............. ................................. ............ Presid"t Professional Staff - SEL AOedl Cortez P.E„ G.E., M:S,G.E. lYar7efOpcn lizt"uers , 5 Dtrkara Jahn Lazio€air PA-CNP,13.S,C.1 :, C'a{Stare TJniuerstty, l ang 13ea"I' Aneelito Cabanilla, B.S.C.1 ., 4cdcrmsan rJmi>ersity> phrllppt'nes Jaime.Ordoncz, B.S.C.E., vallonal Uerlversity, phili in -'s Dz#nte Sellar fes; 8:>,C E., Cenlrat College vfthe P&ttippines Ayaslia S. Syerla RX A , v1.5., Ca! State flnfves city, 1 nng eaeh Joseph G. Hamm, PGI R'F A,, f"s., C'ali coria iudzarvn uam'etty RVOe M19WI, As A,L.A; O -Y Anvles M Las Ingeles Jas Reichl B.5.P.E., Cerritos Collage, 'e -ritos EtnaIWjia,A.A.L,A,, L:,4 Teade':Fech, LvsXngeles PrAful Pnte3 R Mctrillurgy, Ph,l3, Mandrester Univers&y, U, r, Pingshang Zhti P.E: civil, M.5.C:1;., Tennessee Tech Unrvarsity Simon BitterP,E,yC(vil, B-&C.E, Ccit Strafe University, LpsApgales Janeth Quinterti:P_B.,-Civic, B.°s.C.E. Ja riana U Bogoici Cblambid Wilfredo Ilote,133. CentrrtlLuzvn n"Iyrechnre, phifippines Udebrando Resurreccian B.S,C.F.,, arFastern U, I'frifip fines Rafae[Crux`,H;S.B.i~;:,Unrversty.of5anto?'nnrrts,.Phlippihss T=ty Irons; A.AAA., Union Coiiege, L.incalri, ;N, Brie Canfjeld, A.A.C.D.F.S., Cuesta .1C San Znuis 06ispo f'iaf°fs5i6nal Siff -PLS Gullda Neshvad, i'h- :Chemistry} Essex y,&,errfty, as Lynn Kfimasofski B.S.Ps .;[', Gal State Urrfvcrriq .l zrsringal¢s, Minh Phuag; H.S.-chc istry; Ho c1li MinEr City; Y?etnam M c) Uuong, B.S:-Bio. Clieznirtiry, Univarsity of Riverside A Tnzt frame, M.S.-chv n. i ng.F Cihio University Riek 01 fttGei 13-.S.C€t:8„ UzzlversityofCalffiornio, SatrtaBarbora MHmJ Amado,.B,B.- Blo Chemistry, Cal State los Angeles Profewanal staff -19EI Helen Choc, B'S.B.A, U7lversitp afPhoenix Daniel K Slater, B.S,, tlniversliy of%utfaern California Marinette C-uz, B-S.P3.t1., Usrlverslty of the East, Uon?la, Phfiippirtes lviain Office, Los Angeles, CA H�aaa'h Clfficcs AnehrKiin, CA Salem, OR (213) 743-5333 a Sax (213) 749-7232 (714) 238.6;33 o FAX(714)238-6144 MW71.6912 4 Fax(503)371-6918 (F6)-21-6327`1422 a FaK(Sfi)'21.53Z7.1433 Professional Affiliations Iizterrtarionai Con#ere'we of Building O icials American Concrete Institute American Marketing Asseelajon Amolricati National Standardslnvitute Araiesicart Sociay of Civil Ejglnecrs American Society fsir Non. Dcs rrtctive Tesfinp American Society for Testing Materials Construction SpPcificalio, as Itistitutd Society of Fire Protection Engineers California Gcotcchnical Engineers Association American Society for Qutzlity Sazithersi Cal ifornis A, eat Effective 7folizo American lnsthweofC;heniical Engineers American Society of Safety Engineers .Americaat Welding Soeiety. Ass+iciadon or Environmental and Engineering Geologisis Society of Petroleum 134111ecrs Ceological Society of America internationat Asse=.Iatioa of Plumbing & lv oohanical Offlciah StructrrratEn&ce sAssociationofSouthern California National Society of Professiowt Enghto rs Atncrican. Water Works Association ReAstrar Accreditation € oard Approvals and .4t:ekreditatioits Arnerican Association aI frarlspactatiott Of iaials Colifrrmia bOPNtirientOfHealth, Sanitation, and Radiation Dept. Cmmio Tile Institute City and Cirtanty of San Francisco City aft.as Angeles. California Department o f Trartsponatien. International Accreditation Service Army Corps of Engineers American Materials Refemnco Laboratory US Department ofatate, gvemeas Rus€ dings Qperationa. International Code Conforence National Bureau Regulatory Cotnrnissiort- Rluciear-Rcgulato Commission United States Navy Llkfiee of Staidwide Health plaart g and bevelopment: Division of to State Architect American ArcidiecturalManufacturers Association. ANSI A%E, NQA-1 (Bechtel ASI.) Concretr and Cetnimt Refcrenw Laboratory I4FPA. Committees on Fire Science Technology Edncation Section Architob Eaglricers and Buiidi ng, C?ffjcial Section Tire:Serv:ice Section (Qti2[ifICFtfiot75j €teseamb Seetiorz (it & i7) Rail Transportation Section Wild Fire Sections, WA', OR, CA ByAding Safety Section, Commercial/Residential Indatriai Protection Section National Fire MarshiI8 Associate NOA iuteraftlional.A.ssociation of Arson Investigators: Florida State 5(trehirai Provisions Cocrtrrtitte LA.BC. Structtrral Committee Califomia Title 24 Sub•Contmiucc LADC Life and Safety Committee LABC Advisory Committee Residential and Commercial LADC Plan Check, St, uctural Advisory Committee, Jurisdictional Approvals - Third Party Quality A,ssuranm Agency and. Testing Laboratory City and Coway or5alen, Qregon City of Corvallis, Oregon. City of 00= shores, Wtisitington City OFPi lmdafe; California Clock Cottttty,_Nevada Clarke County, Nevada Cowlitz County, Washington %rucryviltc, California Grays Ftartrr Counly;_ washfrtgtors iloitolulu Iiamli l,Os Angeles County, California Natioaal City,. California oa,land, Caltfomfa Portland, Circgon City and County 6rRiverside, California San Diego County Satz Jose, Cali for nie Saa.Mateo, Call fornia Star; of Oregon Washington State Tribal Association OSHA Approvals for Testing. CaiifomiaOSFIA Oregon OHSA Federal OUSA Washington OSHA iii Southern -California. Area Efr` Gtive wovw Laboratory Testilig-,Sail Sail Properties Activity. Cost Calitrotnialmpnet,.CAL 716, each.................................:.............................................-..................,.:>,....-...._......701& .........,.,...,......:.....$ 350,00 Classification of Soii for Fnghmeriag Purpos s, ASTM D2487.._—.................................:..................................7135 ............... 350.00 tMoisfure Density -Chunk 1lensity, fn -Situ, ASTM D2937, caci3.................................................:.....................:.7888 ,..,:.,:............:.................513.{10 .,...............,......:..........244.(tf7 Mdlo cure Donsity-Drive Tube Nnsity, M -Situ, oaohi......:::....:............................................:..,..,..............:....,.....7137:........:.::::......................, 5t3,ti0 Carrosivfly. Resistivity, P14, Sdifaces, Chlorides, cach....... ............................... ............ ...,........... ......................70'?U.,...:.......... ,....... .»...k3,QuW8 Materia] Finer - #200 Sieve, ;OSTM D 1140/C I t 7, cacti. ...................:.........................................:.7i lD..................... :............... 50:00 Moisture, ASTM D2216, each ................................... ........... ............:........... ..........,,....,...:.........._............:.._..-.._..7111...... ...................... ....•... 25.00 Moisture(microwave), ASTNf D4643, each .... .....................::_....,...,..,..........,...,................ .,.... ..... .................. .70 [ 9........ .............,........ ..... 15.013 Moisturc-Density Relations of Soils, ASTM DUS.7, Mothod A each_— ................. .... ....... .. .... 7113-- ............... 135.00 ivfnist3 re-DettsiJy Reiatlans ofsoils, ASTM D1557, MietlW B or C Latch.......................................................7114..................:........:....:... 45.00 145.00 MO Cprvo. Rode Correectioei . 713$ .................................. 100.00 Moisture-DensiV Check l Dint, each...—... ..:. .......................... ............. 71'35......,...,. 50.00 «Rr, (Resistance) Value, Limo txcatad or Requirhig Rccombhiiiig, each ................................. ............ 7120 ... .........- ..._.... ..... 250.00 "R" (Resistaace) Value, Calif 301,, ASTM D 2844, each......,.. ........................ ..... :. ......:,7119................,...:......,..;,.225.40 (tela#lve Density (max/i €n)14 4259, each—i-....... . . ....... :.... ............ .............. ...................... ....... 7534 ...... ............. ...,..,.,.I3y Quote Siovr Analysis of Cornbined rine and Coarse; ASTM D-422, each ,.. .................. ............:.................................7124................,.................. 175.00 Sieve cad Hydrometer Analysis, ASTM! 21422, each.:.........:.......................................................................w....7109.........:.,.....:..,.............. 2li).QO Speatffc-Gravity for Soils, ASTM D 854, each ......:.. .............. ........................... 7127 ............... --- ............. 120.00 Fbui1datiAn Testing" Atterborg Limits,(LL, PI) ASTM D.4318, each.................:....................._,...:...,.,..,_....,.......................................7100..............................,,., 175:00 Atterbcrg Shrink i e Lim ii; ASTM.D 43113, each..,.... ::.; ......:: 7699-- .............................. 150:04 California Bearing €tatio, ASTM D 1883; set ...... ..;-.........................................................................................71.30.:..................:.............. 450,00 Collapse Potential, eaclt....:.:..................:......:..:..........:..:..............................................:.........:......._.....;.,...........7559 .,...... .-...- .......... ..... ,E3y f�uoti Consni:datton Test, ASTM F7.2435; Bch...-..........:..................................................................................7102 .,...............,......:..........244.(tf7 ConsolidationTlm&Ratc Curvas, each........ ............................................ 31113...................., 50.00 .Remoldingofsampfesl each ...... --..... ..... ............:,.................. ......_.._......,...,........................a.................... 7104.::. -...... ........ ............ ...,3€1.£10 Direct.SneatIest, ASTM D 3080: ensoitdated, i)raired t Point,each 7107 125:00. ........7106... ......... C�onsaisdatod, llndruined I Point, t&ch................................. .........................«.........._.._. ......,.,.. , .........I.` 100.00 Uaonn8O1Wt4Undraiacd; I point, each .....,.. ». ..... .... 7105' ...........100,00 Itemolding ofsamples,.each......... ».. . ....................... ......... .71 Q4 ....... ...... .36.04 Mpansion in&x, UBC -182, ASTM .f7 4999, eadh....,;....<.......,................:.....<...,............:........T9 08........... ........... .....,..... I10.04 ponma3bility, Constaw Head, ASTM D 2434, CAL 220, each.,. ........ ...... ..................".._._...... ...:, 7116',— 45.00 Permeability, ralling Tread, CAL 220, each ...................:............. --- ..................... ............ ........:.............. ._.:.7117 ........ ........ ............ ...... 225.00 Trfaxial Unc:onsolidatei ; l3ndtwned; AMI D 2850, each...,.,...:. ...... ».................................................:........:M.7132.,.,.......:...........:..;.... BY Quote Unconfined Compression Test, ASTM D 2166, each._ ................................ ......... .:7129,...............—...........,.... - .:............ . , ..,.._... .,. 745)0 Unconfned Compression Tt sl with Graph, ASTM D 21616, each ........ �................... ............ ........... .:...:... „...:...7134 ..0...,.._.....,., ... ,......... ..,:120,40 Peat MOSS Loss on Ignition; ASTM D 2974 each... ............... . .......................................... .....fi040...,......,........:............. .. 75.00 Bulk SpccifiC Gravity, ASTM D 4531, cnct3 .:.................................... ..._....... .., ............., ................. ..7p4t ,,.......,......... .—........... ._ 45;00 lassifi"tion; AM D 4427, each ........... :..:...........................,....,......... .._........ .....,.................. ,:.....,.,.._.:.:..7d}38 .......... ..»................ ..,.. 200.1}0 pH,ASTIM D 2:175, each...... .. ...... ................. ..........:.................. ........................................... ;..,...;................... 7U?3........... ..... ,......._,.........dr.00 Absotpfiorn ASTM 13-1990;-eae#3:,.. . ,. r ..... ........................ 7,144. 2(1:00 A Rttsii Ch,ege Of 1001%..for same -clay resulmappiy to.the following tests: ASTA4 D1557, Method A. • As^IM D4829.1 UBC 18-2 e AS'I M 0135 ASTU 0117, ASTM D1146 • ASTMC13 ryM y937 1. ASY ASTM C29 ('Unit We gbr only) 1:9 of 27 Suath_ eM Califorma Area Er3eotive 1f01/i6 i�•� Geoteelinical and Environmental Services-,Co atinued. Founda.tioniGe6lo icalTawstigations Activity Cast GeotocbnicalField .Explantiort...::..:.:...............:...........................:......................................................:.............7368....,.........................,By Quote Final Report ofCompeated pili (submitted Rt end of project; it required) ..................... ................. ........... .....,..7305........,.,...,................13y Quote, Support Equipment. FOU-ndation/Geologicai Investigatiasis ivurkar Density. Cage, lxr duy.•.......................... .. ...7327.....................,..... Field Stag` Sand Cone Kitt per day,-.,. ......................,...............................,.............,...................,,,..................7328:.........,,.............. Field Staff Soil Sampling: > ncore Sampla Container, per container....:...................:.....:..........................:...............:.:.........:..:.........7125 .,......,................,.,....,..,.25.417 Tubes and Rings, per sample...,..,..«.................................................................................. ......:.7122.... ...........15.00 EUVIrowhental Investigations and Re ort Site Assessments i'hase i .... 7305 ....... ..................... By Quote Site Assessments Phase 11......,... ..... ............................. ......... .,......................._.. 7307 ................,BY Quote Rapare l3roparr�tion.:._.........:.................:.........:.................................:........ 7390 ...,... H nate .. yQ Healthtznd Safety Min.......... .......... ....................................... ............................ ......:........:.... 7320... ...................... ..... S350100 9upportEqui P' MentEnvirontrental Air MiDnitoring,, .Bqu;prnent; piir day`................... ....7216.,.,,.....,..,.......,.........:...100,017; M'agnetorneter Equipment, per day.. .�............. ............:.... ,.73119. ,. _..........................14{3.44 Water Fnntp and Generator,. par day.... ......................................................................... .... , ............... ....... 7317 ...... ...... 150.411 watex Mo. Mi6aingEpipment.................... ......... .......... ._................. .... 73161............ .............. ._,....._.SQ 00 Heaith Safety E-quipnsent: levci A, per Person ....... ............ .......................... ............... ...... ..... 7227...................... ....... .. By Quote Level B, per Person, per clay, plus hotsriy ......, rate................. .......................................................... ............7228 ......_..............B isote Level C, per Person, per day, plus hourly raw, ...... ............ , , ........,............... ..........7229 ........ ...,........... ,,...... . Q75.OD Health and Wety S.upplias per day...........:....... ............................................<.......,.., ........7217 ...................,,, 150.00 8outhem'C aliforrwia A= 1#Tect.ive '7IO I i1O Schedule of Fees for General. Field S&vases General Field Services Activity Cost Technician with Pachometer, li,egular Time, per hour, 4 -hour minimum, ..... ....... - ............... ...... 3 110 ..,............,.,....... ,.._... $ 90,00 Film Adhesion, ASTM D45.41, Regular Time, per 1#our, 4 -•hour minimum, .....................................:................A474 Skidmore, per day ... ............. <,.<._,.:.,,,............ ... < , .., .,: ,..,,.................... .:._......,_. 90A Dry Film Thickress, ASTM! 1.36132, Regular Tinm,,per hour, 4 -hour minimum.......................:.:......................4475 7orquoLVrenoh portly ....... ... 1...... '.... ........ :..............•...,. 1 111 ... .,....... .........,.,........... .,, 90.'00 Fircproalirrg Technician, Regular Time, per hour, 4 -hour minimum .................................... ,..;..:_................ :.,.32 St) . ..... ............... ....,,.... .... 90,100 Fimsiopping Technician, Regular Time, per }sour 4 -haw minimum.. ...................:..........................................•.,32 t€ .....,...:.....................,;..., 90.00 Batch Flant Techr#tci:an, Regular Time, Per hour, 4 -hour minimum.— ................. ....•,;,»_,,.:„,..,,,,.,:,,,,:........,.,,331(1.,......,........ 3yaamometer, per day , ............... .............. ............ ......... ..... ...........•..,,.................... •..:......_...__. 9.0.00 Roo ring Technician, RepMar Time.,. per hour, 4 -hour #ninimum„....................•,,......,.......,.............—..........,......3410 Schmidt liantrrier, per day .,.•... s ......... ............. ......................................., ....... .... �..............:.., ..,„..,<,...........,,.:......_,.3t}:O4 Mon'brano Techn€ci¢n, Ragutw T'imc, per hobr, 4-hourtaini€num...:.:......:......::...........................:.......•..;..,,_..._3510..,,..,....---.,........_......,.....10,00 Windsor Prone, per location(3-shoo) .1......1....., .................................................... ........... ..... ...—...,.•. 9705..., . < . Roofing/Waterproo£ttg Technician, Regular Time, per hour, 4-Kour nils:itnura,,...............................................3511 Renfal Djpstick 2000, per week; ............ ......,........................................... ........•.......,..,.- , .,,........,..4823.......,.. ..........-'-1.25O0M .:. •..._ 11;11.. ,.....,........,....::....... .:„ — 90104 Water Control Teciuiicitsrt,.ltt �ulsr Time, per hoer, 4 -Hour miMmum...,...:,a..:......................... •...,.,....3610 ..... ...........4414 ........ ..... ............._...,.,.,1SUG ........ .............,....:.:� Field Coring Twhniclan, Roguier Time, par Hour, 4 -hour miaiitt nj....... ......., ...................:........... 372f1.•...... ....... ..... _.... ,....... 25(1.D4 111.1. .•.: ,. ikiiIM6ye:_ ................ .., 17 ..,.,<.,...............,........ 5a,00 �i Special Testi#ig/lospeetion S;erviceEt................. .4420 .....•,........ 911& ...:...............I... 1111.,.<., ..,.By Quote Sttuaural invest;�ations of Existlitg Buiidings — ........................3088 ....... ....4409 _.....,...,,..•,......:,,............40.40 1111. ........... .13 ua#e By SurvoY..... 11—.. •....................... _ ......,,.<.,..,., .... _..•.3696 ,.,.,.,. 1111.. 1111. .. 1111., .., ..:.......... - ,._..,.,4416.,_.._.,...,,...... ........By= Quote ...............................13y Quote GroundPenetratingRadar, per hour,4.hourmznimuan.•....».......... ..---- ............_...,.,,_._:.........—...........,•..., 3492..............,..::..,.:,•.....:..,175:00 Vibrafion and. Sound Monitoring, per day ...................................... Field Technician Minimums Regular Furs: Monday through Friday, 6:30am to 4:Dopmr Show --up time, no ,vork perfarsucd •.................................................. ........... .............. 2 -!lour minunu#tx oftaxge ..,,..,. 1111, ..,...,•....� ., 1111,• 1111. Field Service Ca11s.:...................:..........:.............:.................................:..............:.....�.,...............,.......,....._,....,..,...4 and 8-ho.ur #ninimtim ehzrge Field Services W6r€c...... ......................._.....,..,..,.,..,•,.........,..:........•....„... a.minimum of 1 hour perwcekengineering supervision may €e charged Overtiine Monday through Friday, Over 8 Hour's or after 4:00 p.m., Saturday; 1 to d2 Hos.its:.,.,....::..:.........................:.,.<...............,.,,.,,.,,, time and acre -half Sundays and 14olldays, i to 8 tlours..................... _..... .r,.......•................,........... ,,.,.:..,.,..,...:.•........ ....,..,;,.. .... .... .... ...:.........:...< time and one=half Mcriday through Saturday, Over 12 Hours% Sundays and lloliday% ©ver 8 Vours::.......................,.,......................< .•......, .........:, drruble time Field Equipment. Charges Activity cost. Skidmore, per day ... ............. <,.<._,.:.,,,............ ... < , .., .,: 44.15. .,..................,_..... 7orquoLVrenoh portly ....... ... 1...... '.... ........ :..............•...,. 1 111 .........44.13 25.00 140tiplior,.Perday.. ., ........... ....... ...... _... ........... ,..4414 _...,1OM, Pelf€ Test triulpmett (rata, pump, gage). Per day .........,..1111 ............................<............ ................ ,,4464 ...................,.. 50,40 3yaamometer, per day , ............... .............. ............ ......... ..... ...........•..,,.................... —.............. 445 --....,.............,.,... .2.5.00 Schmidt liantrrier, per day .,.•... s ......... ............. ......................................., ....... .... �..............:.., 704..........,................ ,,_.,., .....9 ._ 411.00 Windsor Prone, per location(3-shoo) .1......1....., .................................................... ........... ..... ...—...,.•. 9705..., . < . ......50,13#0 Renfal Djpstick 2000, per week; ............ ......,........................................... ........•.......,..,.- , .,,........,..4823.......,.. ..........-'-1.25O0M .:. •..._ 11;11.. Flatness Vesting, (under 10,040-s4uare. feet), per Exouz ;... .... ..... ...........4414 ........ ..... ............._...,.,.,1SUG Flatness Testing, Cover [ 0,O€?tl-sgccars Feet}, per square. feast ............................ ...................... ..... ................ _-44826,_.,. ............... .,•................ 0,07 Fie1d•diardnes5 Fquiprr60t, per dRy..... .... 11 ..:..................:.....,. ............ —...... 17 ..,.,<.,...............,........ 5a,00 Metallcsgraphio Replication. Kit, per day— ......... ..........:.. .......................__....•,............._..,.�._...........:..._........ 911& ...:...............I... 1111.,.<., 50,4© BryFilm Thic�mvsa Gage, per d k3 .....:.................................................... .............................. ........... .. ....... ....4409 _.....,...,,..•,......:,,............40.40 Misc: Fquipment. Charge .......... ............. ,..•.. ,,,,..,,.,....._.......•......_ .................. ........... ,• 111.1,.... ,._..,.,4416.,_.._.,...,,...... ........By= Quote Photostress, per day,.. .111.1 .., ........ .............. ........... ....... ,,•-„4419 ........... .,.....,..:By Quote Vibrafion and. Sound Monitoring, per day ...................................... 4430 „ ,...•._...,.By Quote Condrete Air Meter, Pressure of Voluniotric, per day --.......,::.. .....,,..4431 .. 25.4.0 Concrete unit Weight kit saale;:bueket plate, mailer, and rod, :per day 1 ._. ................. ........... ; 4436.,..•................................ 25.130 Nneh cube brasserrbetco molds, each per day ....... ........ _..... ......... ........ .,,..............1..........--. ............ —4437 ...... 11 ................ ., 2:5,110 Film Adhesion Fquipuorn4 Doilies and Fpcxv, (ger day.................. ...............:: .....°9127 .....1111.. 50,00 StrainGat es.......,._.•..............1..,..1.,,11............., .............._.......•.....,...._._,.,...,.......,.,...,........... , ... 446'7.... _.................,.....By Quote 1 or2'7 Southem CZalifarnia Area #festive 710111a General Field Services Continued Concrete Coring Services Technicfan and Vquipment AsplWtio Concrete Cores (4 and 8 hour minimum), per hour- .................:......... 'i evhnieiba and pTuipment Concrete (4 and S hour minirnum), per how...........:...........................................:....3710 Al leniate individual Coic Prims (alt prices arc for a four core minlirimr, job): ................................. 5 i 5b.00 itrdividwil Corea' e" (sell Prices are for a four core minimum job)- . it322 ................_.:.._.,., ..,.,...64.00 AspWtfc Concrete Cores 6" and 8" Diameter (first 6" in depth), each:....................................................?€329 Slain an Grade Coring far 2",,3" and 4" Diameter' " first 6 €n de if' pdo,....... in23..... .... ............... f50.OD Slab On. Gracie Wing Por 6" and.8" Diameter (firsi 61 in depth), each :................. .. �.................................7025 .................. ...... . 516b on Csrade Cancrefe CUre (price per inch afltr 6" in i epth), each ..................................................... -:7026 ......... 5.06 Wall Coxes2".3" wid.4" Diameter (first 6" nn.deptli), earl _ ........ ............:...:.....:.......1.............................. 7027..........,..... ......:,......... .. .. 75130 'Nall Concrete Core (price per inch after 6" in deptin), Per inch..<,....,.,.............................................:_..,.7D2&:.-................................... Specific Gnivity forDvterminatiorn of Percent Compaoifon by paraffin, each ......................... ..................... 5.00 (Wali cense prices based on Cartraator sugpfying access to arca to be cared) Misecilasibpus Conoreie Curing Prices, Patching Slab on Grade Cored Holes whin 2500 psi Concrete Fetch, each....................,...:..._.....................7345.................._...............,,,1t1.fl{i hicknenDeteminallottper ASTM C42,eaci't............... .................,.r,....>...........,,:..,....:......,7345............ iil,fl0 Compression Strength i7etemtination :.....................x...,.... ............ T347 .,................ ,.. , ......4{}.Db Pachometer tc t.ocaw Reinforcing Steri (coring,jpbs:only, 2 hour minidium), per lnnur ............... 7344 ..:....:..........: _., ....:.90.00 TravelTithe, perhour............... ..,...................,... .......... ............ ......... ..,..................... ,......... ........ ..7235,..........: 55;po. fvti€eagp, Pw mf1e ....... ................_......,.. ....... ..Z.— ... 7313 ............... ,......... ........ —...0.75 Asphalt Concrete Coring Services Technicfan and Vquipment AsplWtio Concrete Cores (4 and 8 hour minimum), per hour- .................:......... 3710.»...:............,....,.......:_,15t1.p0 Al leniate individual Coic Prims (alt prices arc for a four core minlirimr, job): Asphaitic C.onOrete COM 2 , 3" and 4- Diametar first 6" in depth); ca, lh... ............ ............. ......:........ . it322 ................_.:.._.,., ..,.,...64.00 AspWtfc Concrete Cores 6" and 8" Diameter (first 6" in depth), each:....................................................?€329 ........... 60A 60:Q0 Asphpltic Concrete toms pried per:n3oh after 6" in depth). etigh...:.. ......:....:..........:... Misceflatieous Asl haltie Coring prices Patching of'C:oie I)riiled Holes Using Cold f atal> Material, each .........:..................................:_ ..:._...7(13t.......,..,,.............,...........25.Ot1 Thickness .Determination per ASTM C42, each..................................................................•......................703.2 ..........,.,....,....:...,.....,., 25,00 Specific Gravity f6rDeiermiitat€ciis of Percent Compacdo n.per ASTM D 2726, each::..... ..................7033 _.....:.. ....:..........:. 35.00 Specific Gnivity forDvterminatiorn of Percent Compaoifon by paraffin, each ......................... ..................... 70x+1,.............. ....... ........x,....: 56.00 Effective 7101110 Laboratory Testing -Aggregate Aggregate Properties A6fivity Cost Absorption, Conrsa, ASTM C 127, each ..... . ....... .......... ........... -.-.700 . 0.— ... ......... ............. �45M Pirie, ASTM C 128,=h_ ........... .... I— .............. ................................ ---, 7001............_..__.......: 55.Oq Hardness Test, ASTM D 1865, coch - ........ --- N 11--- ............ . .... . ...... . ....... . ........ — ..... —..— --- 7557, ............ ----ayQuote. In Lab Rock Coring and Cutti ......... ....... .............. ................ Loss On Ignition, ASTM C25,;-- ................ ........... ... ........ ........................... ............... t3yt cote Percent FNYFlongatod CRD C 119, AKiv1 D 4791, ........ .......... ........ —.7010 .............. 200,00. plate Dearing Test, ASTM D 1195, D 1195............> .... 7 ............. . . .......... ......... 19- ... . ............ ........ Ry Qu6te Petrographic Analysis of Aggivgate..for Concrete, ASTM C295, �each ........... .......... ......... ............................. j.. 7.0 . 24 .... ............. ... . .. By Quota Potential AJkafl-Silica ReacCivity of Aggregate for Concrete, ASTM C 289, Chemical Metliod, each ..............7551 ........ -- ....... BY:Quote Pot anti al Alkali Ranctivitj of Aggregate for Concmtei ASTM C 1250, Mortar -13a r qethod, each .. .... -- ....... 7552: .......................:„,:..By Quote Potential A 1kali Reactivity ofCarbonare Rocks fo,- Concrete, ASTM C.596, Rock Cylindor Maffod' each....,; 7565 ................:..............8y Quote Sbdiam OrMagnesiurn so=dnoss, 5 cycles,.AM C . ..... .................. ............ �. 701 ...... 1."."'... ...,i20.00:. . . Specific Gravity, Bulx SSD, Coarse,,AMM C 127, .............. ...... -- ... ;--.- .... .............701.& :.:.....—...................,,...:.70.60 Specific 0mvity,I)ASM, Fine, ASTM C in, each.� — ........ ........... ............ --.'." ........ . ...... ........ ................ -- ....... Specific Gravily, Bulk SSD, Coarse, Complete ASTM C 127, ..... . -..1-1....... ...... .................... 1250 ........................................................ .........7G46 ..... ........ -,; ......... . 135-00 Unconfined Compression Test orInfact Rook, AS' "i 132938, eaeh—.— ............. ..... . .. ..... . ...... 4 ..... . ... -_..702 . I .................... ............... ... 70,00 tlrilt Welift, ASTM C 29, (N0 Air Void Doermisiation) eftab...— ................ ............... 701 .7 .................__..,.......:_......70.00 OnIt Weight and Air Void Dntermiziafioi) — Coarse Akgregat#, ASTM C 29�, each .......... .. ................ . ............ ....... MOM Uiiit Wcight and Air Void Fine Aggregator, ASTM C 29, each .............._..........,.................,..7.036 . .......... 200.00 confol-Mity Clay Lumps/Frfablo 11articles, AS'l-M C 147, each.........._ ........ ......... .... .... 80,00 Cleanness Valvt;, Calif. 227, cath:....., ..... . ......... ..... ............... .. ........ ' ........ * ....... . ' 7004 ............. ....:..,.,.125M J>mbtflly lridtx, Calif, 229, Coarse, each --.................................................... -.I..."-.'- ........... —.1-.1-1 7005 150.00 Durability Wax, Calif, 229, Fine, erLvlj_............. .. ............. .... .........................760&. ........... 180.00 L)s Apples Rattler, ASTM C 1311. each .................. ...:........165.00 Los Angeles Rottltr, AM C 535. caulf ...... ......... ............ ....... ........ ....... 7009 ............ .. . ........... 19100 Lightweight Aggregatc, Coarse, :ASTM C 1.23-, each:.............................. ...... ............ ... ......... --'ByQuote H�lilmeiglrt Aggregate, Fane, ASTM C 123, caoll ....... ........ .... . .. ................... OrZanic Ifiapuritleg, ASTM C40-1-'1-................................. ...... ..... 15 50,00 Send Eqnivali:At (Average of 3) CaH 21.7, eacb .8516 —.- 90.00 — ................. . . . ............ ... ..... ..... .......... ....7123............. sli nd Equivatcat (Avemgc of 3). AStM:D '241 % ericfi� ..... ............. ....... ... ,.......$0:00. Sieve.Analysis�:Com, ASI C I �6,,cach . ... I.—..."".- --.— 7.0.1 11 ...... Sieve Analysis, Fuze, ASTM C 136, .............................................. ..................... ” ........... ...... .0,00 10-00 $jeve Analysis, Fina and Coarse Comb!nW,. ASTM C 136, eaoh ...... ................................... ... --.-.-.,7549 ..... ... .......... i- 17 . 5M strariing materials, ASTM C 641, caoh.......... . ....... ................. ....... ........... BY Quote ARush Charge of l00'Xafbrsame-dq resultsapply to the Fal lnsving tests: 0 ASTM C136 o ASTM C29 (Unit Weight onLy) 4 of 27 Soulhem. California Area qN 4 Laboratory TestinpWAsphalt Concrete ATO Asphalt Concrete Ac>➢vitt/ Cast . Aggregate Correction for Ignition Overt, eadh........,......•.................. .............. $ 54.ItU Asphalt Core penshy,,eacil.............. ........ .....................:....... 4112 .........:.,....,....... 35.f1Q Centri#"�ige Karosom EgaivalYnt.. .............. ........... ___ ...... ....... ........ ................. ..........4118,,......,.,....,...,....... Complete Asphalt Concreto Mix bcsigrn, each ......................................................... ................. .....4I 19 . ........ Quote Extraction, %Asplwlt, ASTIlI. PI M (li'lV1ito#1 A, E, or C) or C 4f. 310. Excluflirtg Ash Corrantion, each_...4I 10 .................... I ... ........... 75.00 Fxtrfletibft,-IX Asphalt, Ignition Ovcn, each _...a.......:....................:..:.....................................................«............ 1111 ..................... ...a. .-.-. 100,00 Gradation on Extracted Sample (Incl6ding Wash) Calil; 202, each_- ........ :.......„.:.......:..,:...,.,....,......._......... 4108.....,._..........,................ [U0,U0 Maximum i)ensiiy Hvccrn, Lab -mixed „ CaliL 366;:::.:..............................:..:..............................................................4104....._.....:._...,.,:.......:.:..... 175.00 Hveetrs,. Pre-miixod - UK, 366, t aclt.:............... ...................... ....:..........,....:...::.::............ .:...,............. ....... .4I-05 ..........,:.,...,..............13.5.(14 Marsl ali,.4-tnoh Lab -mixed- ASTIA D 059, each ......................,.,,,..............,. ,......,........•,. 4105 ... t75.0Q Marshill, 4 Inch Pxe-maxed - ASTV D 1559, earth ............... :................. :.:....:...•...,,..:...:.::...4ig7.... ,................ -...... ilia(;Shelf 6-Itreh Lab -mind'. ASTM t3 558.1, each ............:.....,.........,.................._.................... ..::..».4122' :,..,.,., .........., 3tf4,bU Marshall, ASTM I7SSSl, es is - , 4 [ 23:.... 250.W h>laxsmam'fheoretiealUnit WiOf (ItEne Gravity) AST M2041, cath_- .......................................... .......4120.. .............................. 1700 Moisture Content of AsphaI40382.,..::..:..;.........__.:..;...............:...................... ......,..........:_...,:.:,..,,...„......:.7619:............... ................ :.35.00 Moist= Vapor.........................<,..........................,..._............... at113........... ......... 2011,00 PenetrAtIon ASTM D 5, each_,.............................>.............................;..,.......,...41U4 ...........•....,. �................... 6000 Stability Texts: Hveem, Lab -mixed -Calif. 304; aat13.............................................................„.,..,,...............,..,.....„...:.....,:4100'.................... ,. 25F3,flU0 l._..,.,... veerrt, Pre-€nixod- Ulf, 3U4, each........... ..................... ................... .......... ........ , 2M.00 M&slhall; 4 -Inch 1 Ab mixed.- AS'iR D.1539, each...............................•..<....,....;....•;........ ...,..,...:........__4.102 .............,...:........,......,, 250,€10 marshall, 4 -(rich -Pre -mixed - ASTM DI 559, eacli...... ...... ..... :......,..........:......:................:.......,...,,....,..103::.=....•,................,........ "?00.00 Marshall, 5 -Inch Lab -mixed - ASTM D 5$81, each ................ ........:...................................................:....... 4124........... ........ ,.._.......... ..230.00 Marshall, 6 -inch pre -mixed - ASTV D $58.1, eaeh........................................,...,.<,..:...................._,.......:..dE25 ........... 200,00 5of27 Souther Califomi2 Area. Eictive 710111.0 Laboratory Testing-Calibratioti Services ORNE Calibratiup ofSkI.d oma- iikle€m Device & Torque Wrench A.ctiviiy Cost CalibrationofSkidmore-WSLhelmDevice, inLab...... .»........................... #403..............................$150.00 Calibraflon ofTorgge Wre*oh by Sicidmorc-Wilhelm I;levioee each bell size (3 mqu€red} ...............................4444:.,.............»......,.....:......75:0(t Calibration of Hydraulic Jacks up.to 50 -tons ...................... ... ,.................a„................................"-"-- ........ ............ ----1 4450 ............ ........... ...-.......150.11{! 51 to 74»t6ns................... ..........,............... ...... ....... ____ ....... ................. .,,445_I ..... ......... ., I7.5.00 75 to 99 -tone ............................... .......................... .. ...............4452................ ............. 200.00 €013 to 199 tons.: ................... .-....,.,:.......,.,.........;...:.......... .....,........ ...........<... ..... .............. ..,.............. ................. 4453 ............ ..... ........... .....250,00 200 to 20 -tons, ............................ ....._A454,_ ..................... 300,00 300 to 5©0 -tons ...................,.....,....,........................... ........ _....... ......... ............ ...........44bb.<............,. 500.4113 Gusram Systems , ... ...................»........4455........ :fay Qurrte Note. 'Extra -hand ling charges will be made on any rxmi or. pump tan penny 6r btil€cy far wit mind to.Iiit. Calibration of Measuring D iee Calibration of Llnear Measuring Divka, each...................................:............,:.........,...................,.a.........,......4497.............._..._...._..... By Quote Callbration at emporat sce sasuri Dovice, eaci: ........ ............ ...,....... 4498 ........... ._.,,.......:....... BY Quite calibration ofivfass.Mcasnring.Device,.... eaalz.....:........:..............,...:.,,.,:.........................:,.,,..,..,.......,......4491.,.....,...........,............$y Quote Force,eEGit;..... «........... ......,.................. ,...................., ...,............ , ....4-483. ............. —ay Quote hiessure, eah .............................,.................................................4444894.. .................. ... By QUO fer}Ma eeach....................... ...... ..........AQuot o IararedTmpe^atare Gun, ¢ch.... ..... ................ .......»»..., ..................,..5'{�;0t# Amgmetet, each... .... ._... ................. .............................. ............... _................<................,................... .. .448.7 ....... ......._........... ........... 50M TorqueWr^rrch, each ............ .. .................. ........... ........ ....... ....... ___ ...4488............. .... , 75.0(1. 6 of 27 Southern."Californ€a Area i tective�ltitil4 ,tv1.� Laboratory Testing -Concrete 0 Cy1T11ders, warns & Corea Activity CM Compression Test, 6" x. 12" Cylinders, including hold, ASTM C 39, each; ............... ...................... .................4304 ..... ............ ......... ..... $ 211:00 Weight per cubic foot of Iight . ight concrcte cylinders, each_ __...............................................:.......:...........:1303......,.,......:...........,..,,.,...50.4(1 Flexure'rest., 6" x 6"beams, ASTM C 78, each ..... ....................................... ...... 43€54....„ ......... ................ 85.04 Splitting Tensile, 6” x 12 cylinders ASTM 496, each... ................................. ...............4345......................,.., ...., ...... . 65.40 Modulus ol'Elasticity'Test - Statfo, ASTM C 469, each ................»....................... ...,....,.........,........ ,...... ......_....43.0fi...::,........,..................,.125:4(1 Unit Weight, A, btorption, and Void,; is klardened Cont refe, ASTM C642, each... .........:............. 4......,..............4227.................................. 154.00 Compression Test, 2" - 4" - 6" Cares, ASTM C 42, each ................................................... ............... .....431 l ...,..:.:.......... ...,....,........ 50,00 inLaboratory Care Cutting, ea: eh :............................ .....>...»...............,..........,..,,............. ..a.»..... ........ ................ 4312. ...... ..:..._,.......... ...... ..... 50.04 Cylinder Pick-up (within 40•inilc radius from Labora.tory) 6:34 a,nt. to 5:40 P.M., Monday.0nugh;?riday - per ....................»..................................... ..5000. ........... 10.00 Before 6:30 a.m. and after 5:00 p.m. and 5Aturdtty, .. ........ .....................»,.;....... ...5tsti f ....,..,,.. ... ...:......:....... MOO Sunday and"liolidays - per sampk................. ...................._,.................:._ .....::.......,.....5042 :......... ...... . Minitalm Piok-up Charge . ........ ............................................... .........5{103. .... _... ..2 I:4D pick -UJ of PIexurai Te n , each ................... .. ................ st cams, exalt : .5172 t-. „,. 29.00 Forensic Testing lyetroraphle Examinatian,.ASTM C856__ ....... ............. ...... 4319 .......... .............. ... By Ovate Moisture Vapor Tfansmission, Calchim Chloride Moistum Kit, ASTM 1:1869._..........::...................................4459.:..........:....:.....,..,..........25:00 InplaeeMoist= Cantent............. ___ ................... ........... ........... .............:............. ........................ .........._....... 4457 __................................ 75.40 Corrosion PoibntW, Ralf Cell, ASTM 0876 .................._.......,..:.»....... :.;..,...:........ ....... .....,..............:..,....,....,.44H9................. ........ ..._.�y Q' uote PulseVelocity, ASTM C597"............:...................................................................................................4301..........:....:.........:..:..$y Quotc CementAa,i�,is, ASTM Cl 1A, esct€......:.............._......:.....,:...........:.....:.._...... .............. i.....,...,......,...:,,.,......... 4413 ..............,................ By Qaote llA11h-age Leng`df Change (3 bars, 4 readings, up to 90 days),. ASTM C 157 Medi#icrl.... ....................................... ______4307. ------- ....,................. ... 244.00 Additiontti,Aeadin pc;, set of bars_ ..... » ................43118. 40.00 Storage Over 0 days, per set 06 bars, psr month— ........ ................ .............. ....... ............ ............ ..._.......... ..... 4342 .......». ...........,»......40.00 Pick-crp061ver Shrinl Lige w�SnitlsiSuanP es, per. set.............................:..........._..................._..........:._................_.St12a.........................:..:,.....47:4n Mix. I)esign Mix Design, D6e r-ninatlon of Proportions,.(3 Business Day Turn Around) each'.......................... ............:,......9500 N........ ....,.......,,..125.04 Mix_D249n, DOterininadon.ofPropordons, Requiring Sarre Day 5divioe :.................... 9501 150:0.4 Preparation of Speefal Strength forMix. Design, each.............. ............. ....................... 95(32"........... .......200.0(( Amead dr Retype Existing'Smithr Nnery Mfx Designs not. involving calculations, eaoi:..................................:r}503 .„..,.:...:...._.:;.....,.:125.00 kovir,w Mix Design prepared by Others, cach......... ..............,..:...�:..............,......... ......................... ....,... __.9504 ........ .........,...... :........, 10€1.13(0 Laboratory Trial Batch laboratory Trial Batch, (Tneludes stump, % air, unit weight, and up'to 7 -cylinders; ASTM C 192, each ....... ...4309 ...... ....... 700.00 Laboratory Trial Bach, (including the nexus ebave turd shrin€cag'e, ASTM C 192,each....:.....:..........................431 A................................... 750.00 Sampag Matmiat for 1 a6oratory Trial Batches, perhour........................................:...................:...,..<....,.......,....4315....:...........:......_...:.....:. 1.S0.F30' Ganite & Siloterete Campression, 21, 41', e Cores, lnbluding trimming ASTM C 42, eat}t.....:.....:.......................... .._.......,.. ........ 4314 . ...... ...... :.......... .A00 PickYup Shdtcretc Gores...... ............. ......................5016, ........... 14;60 Pick-up Crunice Field Sample (46 -mile radius) less than 100 ibs„ each .......:......:...:................... Sf717 ;...... 50.04 Pick -urs Cuniw Meld°5anxpla X40-rniie.rariil:s) more titan 100 lbs,, each.....................:.......................................5018......100.46 ACI506.2 Cato Grading, por-mre................ �.._......,....:. ,...........:.....:.....x5027..............,......,............: 70.00 Lightweight Roof" Fill STM C; 495 ComprowonTest, each........„ .... :......................... ......... .....................................................................'.....,........:...4s$0...,...,.,.,._.:_,.._........,.,,...50:00 Deasity, sach............................................................... ................. ... ....,....... ...4381 .. ..... 50:00 Spaatherar,"Garlifcrnra F4 a ea EE�ei;tive 7lp 1/1 {i £°Laboratory Testing -Construction Materials Roofing Tile Activity Cost Absorption, eacil................... ..... .............................. ........... ._.:...... ......_:.,.....,............ .............._...._.......,.,;._...4700' ..... ...... .... _................ $ 50.00 Additimaal/Special Tests .................................. .........._... .......... .......11.11........, .4701...,.....,.................._ray Qttote, . 1111. 1111.. 1111.. .., . - breaking Strengthyu 03.11-C., Grr:ki..............................................................................:»..........:..: 1111............. 4702.. ...... ....................... 50.00 Slue Modulus o(Elatsticity, ASTM 0120, 3 pival{el, 3 perpendicular. 90 each ...........,.....».....:..............::......:........4$05.................................. 540.00 Modulus of Rupture, ASTM CI20, 3 parallel, 3 perp radicular, $90 each;.....................-....,..;.--.........-I......4806..............;......,.........,...540.00 Water Alrsorpl4on, ASTM CI 21, 3 parallet, 3 pe,"ndiculaa, $46 each ......... ........ ....... --- .............. ................ 4&£1%._..,........,...:..:.,.......... 244.00 Wcathwhig,; ASTV C21.7, 3�sarnples, $90 each.-,- .......... - ............ ............. . ............... -'-.4808 . ......... . . . ....... 270.00 Wire Rope Wire: Ropp 0 through ill diameter, cach--.......-....... _ ....... 11114426--.... ..... .,»...,.......... ...&q.OQ Ewe Lope l through 2" diaznwer, each . ..........1111 ............................ ........ 4427 , ................... 250.00. Vire Rope over 2" diara7eter, each 4428, ..... lay Quote Note. Sockets furnisbad by 4e�t Epoxy - Cores & Coring Mold Coring Technician and standard equipments per hour—; ....... -'-; ............ ........... -- .......... - ...... ..... ............ ...... ---- ... ISOM Slicer Test on Fpo%Jed Cores, eacit.....:..........:...................,....:............. ................... --- ........... 111..».......,..:..... A 3 i 8 ....... ...... 66.06 Compression "fest, Cylinders ---...... ................... .. ,..,............,....................4316..... ... .............. MW CompressionTest, Cores...........................,,.......:.......,..»11 1.1 ....,..,,,................ ........ .......... .......n....4317...,,..... ............_..•..,..., moo Plok-up Epoxy Cylinders - pa swnlale................. _...._..... .............. ....,.......................- ............ ......... .5026--.- ............ 1-11-1 RM Bait Spray 24 How% per panel. ..................... . . .............. ......1 ........ ......... ......_..,,..,.,...... 4447.............................. By Quote Qvc� n Dry Density, Per sample.. ....,... .............. .................. 435© ....... ........................,. .511.00 Adhesion/Cohesinn'Nst'ing, per hour, 4-hourminlmum....... 111........1„. ...435.1 ............................. .. 140:00 P!& -Up Fimprooiing Satiiples, per'sampie....... .. 1 ........... 11 ......... ,1111. „5414 lD.0i5 Mass Fiber Reinforced Concrete Flexural Strength, vftn atM.013: 6.. mquired, $45-00 each .......................... ........................41320 .....,......,...,......4.,.,,... Z7Cl:0D _ 1111.. .. l lexurai Strength v,* M 4.E., 6 re€lttired, $145.0ti eariir........ ....... ._._..._...:....._.:......:..._........... ......... .,........... 4321. ...... .,..:.,:........:....._....870,00 Density, 3 required, $§0.00 each ............... .........»........._.........._.._.._..........._,_....._... »1111.. ,....._...4322........._........».:........, IS(1x 1111 1111... 1111. ... e Tens"le Strengh 3 r OmA $75,OG each........»..........................................................................,....................4323........:..... ......:,.....225.00 Shear Stt'etrgth, 3'regLdrsd, $75.00 each ............. ...... »........... -I ...... ..... .....,..............,......... ...4324. ............................ 225.00 Fiber Wrap Tensile "atrengtk l,panel [1?"xl2"), 5 Sa gtes, 5150.00 eacli....... ......... ..................... ......:.......:....»........._.......,4325.........,.. ..... ...,..............7S0.0i1 aturatio Resin for Fiber Composite waux Ahsofptton,.ASTM D57.0- ._....1111._ _. _1111..:......._I._1111........... .:.4340.................................'?O M .. 1111.. _.. CornpressiveYield Strength, ASTIVD69.5............................:..................._..............<.,..:.... 43at7..........._..M.,».............._fz0(i.€10 Flexural Strength; ASTIM D790-- .............. . ....... ....... . . -'- ...........1..1......,.4342.....:...................,......... 750:06 Shore HardnwS - TM D2240...... ....1-111.1 ....................... ....1111.4343............ I........._.........-...200.00 1111.. , , 1111. ............ 'i'ertsile Strength and Mougation ASTM.17635:.,.:........::....:....:........:.:..:...:....._...._..........._:.........._............,....4344 .,................................. 750100 Evaloation per MWD PFO104.....:.............. ...................._.,......................».:.......,...._.._.,..w..._........... -................ -4315 ........ .............. ---.._..1Bp Quote I#3 ot'27 11 of 27 'kafffiem California Arez WRvIve Wolylo 42 Laboratory Testing -Construction Materials Continued ': StructuralLumber, Activity cost r1exurq, ASTUD1.99 ...... i ......... ........ . ....... ...... ...........,.,.:.lay Quote Comrrosslon, ASTM D 19# .......................... ............. . ............. -4471 ......... —.4yQuotc Tension, ASTM D198 ....... . ....... ...........I..........................>. , .......................... ....................... ....... . ... —.4472 .... ........ I By Quoit' Torsion, ASTM. D198 ........... -- .................... ............... ... . ... 4479 —.1 .................. Shear; ASThf D198 -- .... . .. ............... ....... Quote -Y Quote Specialty Grout: Repid-Hardtniagg Grout, ASTM C929..,"41111111111 .............. ...... ....... 4395 ... . ......... . Nan -Shrink Graut ASTM. C 1107 .... ....... By Quota . i .... --- ............................. . . ............. 4396— ........ -. By Quote 'rime of Setting, AM C266, emcn. 4190 ............ .... . ....... 150.00 sulfaw Expan�i T4 [0i i6n. AS C 2, ......... 500.DD Newral StrengfC, ASTM C348, epch ............ . ........ . .............................. 4492 .............. consislence (Cone Test), AST14639i ach ..... ........... . ............. 4493 .............. . ......... 250,00 ......... . ... ....... --.4494 ............................ . ..... 35.6.00. Total Chforldpl ASTM C-1 152, each ........ .... ......... ..... .... ...... ...... . ...... ........... 4495-- ........ 150.00 permea�)ility, ASTM C1202, eacil .................... ....... ......... ......... ...._..4496 ........... I-- .......... 600.00 standud for Morfilr for (Iflt IMasonry, AS11Y, C270 ....... ......... .......... ............ — ........ 4550--- ........... ...... )3Y QLA010 Potential Alkali -Silica R=QfivitY l Y MO;* Bar Met -hod, ASTM 01 260 . ........ —o ......... . ... ..,:........,..,..,,_..4551 -.__..:...,,.„.._....._....By Quote Potential Alkali- Silica Reactivity by Acueloratad Mortm bar Mahod, C1557>,...... ....... ........... 4552.---1.-.-1—..........Jay Quota Standard Specification torFlustio (Stucco) Cetnentj ...... ........... ............................... By Quote Standard (brNoq-Asbestos Fiber Cement Substratc, Sheets......................u.........4554.....,:.......................,By Quote 11 of 27 5oiiihem California Area. p1iective'7/€11/10 Laboratory Tesfing--Masonry Brien ASTM C 67 Activity Cost Compressive Strength, each.......... :.. ....................,.....,.,...,.<................ .. Modulus of Rupture (#1k s ure), each ,,, ......................... 4Z{Y6_,..,......................w..... ..................S A00 .................................................. ....42U t .._.._...... 50,fl6- Flexural Bond Stmngih,,One set of Ove j.,,,............... oints _-11111--.1--l. —, ............... Dimensions; overall, earing, shell anis web thlclrness, per brick....................:.........................:...,.............,....._..4202...._..s.,»......................50.44: COefl—Glcnt Of Ffiation (slip fest), each :................. .......,.......................... ..:. 11111111,.... .... ............. ,..... 4203................................., 185,00 Initial .Rate of Absorption, cacti ... .............. ............................._ ............ .................,........................4204>................. ................. 35A 1111.. ......... . . . Absurptian - 5 hour or 24 hour, set of 3 . ................ ................ ....................... ..,...,...:......... :..,..:_.,............,........._42b5.......,.................,......,.. 150:00 Boil, 1, 2 or -5 ?tour, set a£3' ...................... .................................. 1111.„................. ................................... .424G.... ........ ..... ...,.......„...,2SO.Q0 Efflorescence, each:... > ....... .. ...............,....... 42117...... 1111..,1111.. 75,OU Cures, Compression, cads” ......................................:............. ....... „ Cores, Sftegr,, d'' and $” Diameter, .. .... —4208 .......................... 40.00. 1111.. ameter, 2 .Fates, ger ogre. 4209 .................:......70,00 Freeze Thaw i6�8; 4x4)fi 5 satnp]ss; �O cycles,.,.,.,.,. pick-up.13fick Samples,each... ............... 4222:...., ., ........ ...... 1,50{3.06. ..... .:.... 5049........ .......... _ ,., . 1111. C:ozscm& Tacit ASTM C 140 . Corrzlaression, 3 requicerl, S5Q.00 cash.......................................:......,.,.....,...........,.......,............ ....4210...... .._...,...,.,.......... ..... I50.flQ Moisture Content as Received, eaali ...............................................................:......................... 4411 ........ 54.00 Absorpzfon,.3 regtrireil,$Sa.UQ each ..,...:.., 1111_,.._...: .......... 1........ 111........_. ................ 4212 ,,............................ Isom Shrinkage, 4 odffl dBrpidsh; ASTM C 426, 3 required, $95-00 cwh:........._................ ...................................... ..42:13 .,.............. :.:._...:.... .:....285.00 Compression, 4 6" O - " Cares, each_.,. .,.................................--- ............._............. ............ ........... ......,...4721...,..... .......................... ..50.00 Compiwe0144........... ................................. ............ $85.00 Pick-up Black Samples, each.... ...................... ..................,,.,.5010 15.04 Masonry ryls;ns ASTM X 131 CpiniSressiati Test - 8 X1G"£srouh d ['risme eaals....., _..1111,421.8 , 150,00 Campressian iesi,..I2 x?4" Grouted Prisms, each:.,... ..... ...1111... 42.25. 200.04 Compressiott T"t 15"x32" Groute=d Prisms, eaah.. .<..., ........ ........4226..........._....... 25{1:.0.0 1111 1111.. 1111.. . .. .< 1111.. 1111.. Cartpression Test Swifh NJOE, Omuta d Prisms, each ...............................................A223......,..,.......,,................ 600;411 .. ......... lTnit elgltyGr4utadPnsms eac=h : 4224 140.00 Cutting Frr`sms, when required..... - ....... .................................. 4224_ 13y Quoit Vide -up Prisms withig a 40-lniie radius oftabo Tory, eAah .:.:: �:.......:........:. ...:...;......., Sa13 4 ;til} Abrtar & Gron 'UBC S.Vd 21-16 & 21-18. i. Compression, 4" x 4`3`€tilasonry Mortar' Cyliitrier each ............................ .................. . .. .a}214 ..._......... ,........ ......... moo � compression, 2"�Crrout Cubm, ASTM C I0.9, each .............. ............ &215 .._................................. %00 s, COYItj'iGmjon, x 6" Masonry GY0€ 1 each? ...................,.,.,............,....,.................................. b 50:00 ,..,......♦.....421, Pick -00 Mortar Sarlplcs, each ........ ---- ...........>.,...... ..1111:1:.......................... ... Pick-up Grout umples,each .......... ....,......... ....... ........ :._....:..StiC2 5011 ........ 1Q.i10 , ............... _............... la.ao pick-up Groat Cubes, mQh - ............... .............. 5015...................... ........10.40 i Un -Reinforced Masonry Building T is 4 in -Plage Shear (Pusit)'tests.,.................... ; .......... ............. . . ....1111... 4Zi49....... ............. ,.......... By Qum 7.5 Degree (aae 5fiekr Tc s ..................................... ._........... ......1111... 4815 ........... .................. —By Quote §VatF Anchors............................................................. a .......:.:.4816........ .:............,:.....»Dy Quote Flat .Zack Testing ... ...... 111. .., .. ...'.,... ....................,.. ......,..................4527 .,.,..,... , ....,............D ate 0 1' 13 002.7 l•. 5ourhern C aiifarn:u area Ei%ttive W01110 Laboratory Testing -Met I u.rg!cat Professional Staff Activity Cost Metallurgical aginesr, per 13our............. .:...............„.:...._.......,_...:,.:....._................,.................... ...... .,.....:...... 6933 .......... .......... ..:...... $ 200.00 Wtalfingical Technician., per hour_ ......... .............. ........... ............. ...............:........:..... ..._.......,.................._ 6914.._...,.................._.......... 95.00 Metallurgical Services Test CVN at 73°F (Set of sfecimeats):....................................................................................................G902 125..00 _.<.,.............,. Test CVN at 7011 (Set of3 spccirncns)..:.....:.......................„....;. ...........,..................... ............... 6903................... - 155.00 Test CVN st 40* (Sekof3 specimens) ............ .................................... ......... _6976 _...... ,............,.. _._ 175.00 Test CVN at 3.4°F.(Satof3 spcnitrlens)....... ........ ........... .:..........w :.... .......... ... ................................................... G977,-:.......... ........:... . 185.00 Test CVN at 07 (Sat. of specimens): ......... ... G598...................................200.1)0 Nut -Hardnessand ProofLoari.testunder 1'00,0001bf scat,:....... Test, CVN at -24°f (Set of specimens) :..... ...... .................. ,._,....................... ...................... 5979..._._ ..., _. 250.00 Galvanized 'Coaf€mg- Acid Sttrp,Method, perspecimen.orplate,andwire .........:............ ...(904 200.170; Stucco Netting, ICC Evaluation, per ro?1... .. .............. .......... 0........... .. t;912 ............,....,..........ley Quote Riirdn"S.'fests Brinell, Rockwell (Slandard: €ir Supertrcial.), excluding speeimen preparation if rcquired.....,_6905., Washer -Gaivsiiiaed-BaHness'af%erstripping, eacli:......... ............... ,............ ........ ..,..,........ ..... ..... .......4750 CAemical Anal ysis-F&rrous Material of solid piecot each....,...;».....................................................................692{1 Nt-Not Cs.l.v.anized- krdness each,_:- ..:.................... ...:.....,.,................... 335,i3D Chemloel Analysis - FaiTduis Material of filings; eaclt_a.:.:...:.:.......... Nut - Galvanized —.Hault sSsier stripping, ead...................•...........�... ............. ............ By Quote Chemical Analysis -Nou,-l:etro€zs Material of. solid piece; each....< .............. ..............:...............................:....... G9$(i..........<.... I., ...... ..... -By Quote Chemical Analysis- N'66 Ferrous Mnteriai cffilings, cach.:.....:.:....:......::...................:..................::...............69M.:-:::..:....._:..:,............ By Quote Evaluate Carbon Ftivivalent (C.E), e'aah to include chemical analysis ofsolid piece ,.........I ........ ........... ....... ......6943 ............................. ...:,195,00 Evaluate Carbon Equivalent (C.13), each to iiticlude chemical wmlysisofftlings .............. ...................... :...........Et,€111....:.. ........ ....... ....-,ayQueto Micralaardncss Survey, (includes metallurgical mount ,& preparalionj, catch .................. 6017.................. ...By Quote 5caaning Electron Miaroscoj y (SEM), and EDS, per Hour (thin 1- hr) .... ............................ ..... :..:......... ._........ 6913........:..........,...::.:.... 254:00 Scanning Electron i'lsototnicXograOhs, cach (5” x 4'�.......... ............ ....... ............................ ..................5915 LebonrtogNDTTeWng (UT, MT, PT)_ ..... ............... ................... ................ ........ .1, ........... .......... By Quos Mi feage, per tilllc ..............:............... .......... ...... ....... _-5101 .................... ... ..................... ,..:_....,..... fl'.73 Admin€steativeS�iranige .... ... ................... ...................... ..-..,............... ............ 4443. ..................... .2%ofinvoim Meebanica l .. ... .. ......... ._...-------- ----...----- ._._.,---7......--------------------- LDed Tests (ProofLckad, Flexural, Stress corrosion, etc } ..........6907....: By Quote Tensile Test V6'it)z Electronic xtensatnefsr, excludes sszxiple curt ng.xnd speeirriet£ preparatlorr, each...u.....6934 :.,....: ..:.;.......75.00 Tensile Test mm Square or Round Tube up 10 UO -in. 01), Full size with plugs, ea. ............................6939 ,_.._:,............. ..... .... 265.00 Talbot Test - Sample preparation and test diet' 2500 ».............................. ...�.».....,........... ..695 Fastener Testing Tensile Fest- A char Bolts, Swds or Thrcaded lads under 100, DO lbf, tested fat?? -size, each ......:.............5948.....,......................:...... 125..00 TOnsil.s'Test- Anchca i3ulis, Strad ur.Viruaded Rads 10i3; 004-120,1ffi#Q lbf, tested full-size, each ...,..:..._ -..6958 .......:...... 195.00 `tensile "fest--AnohorBolts, Studs orThmaded Rods up. For 1.0 -in diwn' ity machined spcairneus, c,=b........... 059 .....:... ..........................19510 Tensile Test- Anchor Bolts Stuns br Tkrr�2ded i2ads,I (# � 2,4ni diatrs. lzy tnachinect specimens, chola.,.,...,...__6013 :.............................:....2115.04 Tensiie Test- Anchor Bolts, Studs:or Threaded Rads'crvcr'2.0-in diam. by rt,}?cfia ncd specirnctisr each ........ :... 6€i14 ................ .�.............. ... 235:06 Nut -Hardnessand ProofLoari.testunder 1'00,0001bf scat,:....... .........35:0(? $tat- Hardness and PyuGfLoad %st 100,000 -120,001) 3V, each.................:.................................._.._.._.........060.,.........................A......... 4750 f ut - Fla; dhess In Core Ma#tibd in lieu of proof t,:oad test above. 124,OFi01hf. ea-AU..................................___6015 ........:.,.... 55.4Q Mu; her- Not Ciaalvauizetl-13ardoess, eagh:. .:.... :......„. ....... 6950..._......,. .......... ....... ..... 25.[10 Washer -Gaivsiiiaed-BaHness'af%erstripping, eacli:......... ............... ,............ ........ ..,..,........ ..... sb{ti6 M.. 39,50 Nt-Not Cs.l.v.anized- krdness each,_:- ..:.................... ..6992 ........... .............. ..2�5sM Nut - Galvanized —.Hault sSsier stripping, ead...................•...........�... 6983». ..sa Mut Cone ProofLoad`Test; each:... ....................:......:.................... . ....,:.......,.....<.........:...... ........ E961 ....,,... ........ByQuote 14 of 27 Sputharri Calll`arnia Area Ef1'ecti�ie 7{¢1.130 00PAI Fastenei-Tatin,g Con finned Activity Cost A325or A490 - Holt hardness only,eacEt..................:.>.................,....<.,.......................................,.,..,............6951._................................ 47s0 Balt ,4,325 or A490 - Wedge Tensile zip to 100, (*0 lbt, and Hardness, each .................... ................... . 68,0q ............. &952..,..._...........................,.. Balt A325 or A490-Teasiid over 120,000 tbfby trtaohined specimens, each ........:_.,......... . 6975 .................. .........195.00 Boit. A323 or A490- Wed6e Tensile Under 150,000 - 200, 444 Ibf, and klardress, each ......... ...................... &r37(3 :................>......... 1 io.00 Bolt 8325 or A490 - Wedge Tensile Under 200,.000 -250,f600 lb1; and klardness, each..............................:...fi97I ........... 1'50 Ci0 Bolt A325 er A49i1 lkfedge Tensile C3ver 250, Mt ihf aid Hardness, aaeh.....:...............................».»...:.:.:. 6953',,:.,..... _.,..,.....,......:.... 200.Ufl Weld.Procedure Qualif:`cation and Welder Qualification Sample Cut & ivlachitte Specimen - V -�tch to 1.(i -in, cach... ......... .............................................o......,............6911.................................... 'Welded l±abrio Weld shear stretrgt€z, each &amble ............... ...... ........... ........., ..6953 .............. . 7.5.00 Guided Weld 13cod Tcs4 excluding specimen preparation, cath. ..... ....... >.............. .....6927.:....................:.... 38.00' Age mond specimens -48 Hrs, up to 3 specinicas........... ».,.... , .......... ............. ........ 6956. 340,013 Sam,nle Cut & Perform Weld -Fillet Weld Fracture Fest, each E929 IGU.Dit Melfi -Fillet Veld Frnoture Test In Sheet Steel & Evaluate, eaClt ........ ......., __ ..,........... ..... ..... 6959 69$5`,,.....,.....,,,..:................180.00. Weld Macre Etch (Plate)- Tut` polish, etch, and evaluate, cacl............ ........................ ....... . &93f1 .:...>............I. -".-IV Quote . Weld -macro Etch (l7ebar 4 3 tliru # 7) � cut, polish, eteh, and evaluate, each..........................................:.........6972`................................:.. 130.00 Weld -Macro Etch (Rabar.* 8 t4ru#F lo) - cut, poiish,.etch, and evatuate, each ........... ....... ............... ___ ....... ..:6113. ............. ............... ..... 140.00 Weld -Macro .Etch (Rebar # I Ltbiu 4 14j cut,1"Ilsh, eteb, and evaluate each .................... 6973 ..... ......... .:..... ........... 150,00 Vleid- vzacro itch (Robar # 18) - cut, polish, efafi, and evatiiate, cach............:....................................... „......_ 6974 .......»...:..,................... 206.130 Vleid-Radlo rah 6933...:....:..................»..33yQnCie }..:.».....:............»......._..........................».................................,.>......................:......7.............. 1 Weld Transverse Tensile Test, plate up to 1.0 -ht thick excluding machlning, eaait,..........» .:.............................6932...,..,............._>.........:,:.,. 80.00 l Weld,Trsnsverse Tensile Test, plate over 1.0 -in thick excluding machining„ ach..:».....,......m...:..........: 6964 _.,,..,.... 150.00 Welded kebar Tratt�vcisa Tensile Test, 9 3 tftru 9 7` :.:.............. ..:........ .... 13p.0E? Welded Rebar Transverse Teasils'resi, # 8 thru if 30 ... ................. ............................... Fi3I4 150.00 Welded Rebar Transverse Tensile Test, -9 11 thru # 14. 6966 180.00 ''Weldad:Rcbar Transverse Tensile 'rest, #I 19 7 .....................:... »»........ , . ,,. ...... .r ..... . �SD.OIi. l ttevicw Welding Procedive specification (W,PS), eaoh ....,......:I75,€ ............:........................... (927 - 0 PreparC I'veldistg Prnoedulo Speeiiteation (1VpS), each ................... .»....... ..._......... .....,...,., .....»....._..._.6922'....... .,........................ 350:00 WRS. POR 'Weld Certificate. each_._ nn Unless € (licrwise noted; costs above do not inelude.ssimpte l yo*.atian SamploRreparation Sample Cut &Machine specimen --tinder %-in, each:.........................................:............._.......... 6910 ......... ., ............. 65.40 Sample Cut & ivlachitte Specimen - V -�tch to 1.(i -in, cach... ......... .............................................o......,............6911.................................... 86,00 Sample Cut& Machine Specfinen . 1.0 -in to 1 t1r-ineh thick, eac#i....:.....................................,.».......,.._...........6968 ....,.........,..........:::.....140,40 Sample Cut& Machine Specimen -aver IVi ancb 2.0 -in thick, each ............. _....... ............ .... ...........6984.,................,...,..........'164,04 Sample Cut & Machine Specinnen.-, over 2,0 in to 2112 -inch (hick; each ...............................:......................:» , 69$5`,,.....,.....,,,..:................180.00. Sanisly Cut & Machine Specimen - over 217x -inch 3.0.1n thick, e9oh......................:...::......:..:.......:.........:.....::..6986 .::,,.....................:,.....190.60 5arriple Cut &. ivlachlne Spccirnetl -'over 3.0-ia in 3:F7271ztch thlcic; each.......................................................»»..692'7 ..... ........... 2174.€30 Sample Cut & Machii€e.spe6men-'over 314 -inch thick,.:each.............:.................... »:».».. 60$8 ,>......,.»..:».......... ,.&y Quota Sample CQC & Machine Charily V -Notch Specimens (Set of 3 spe6imers_s), per set ...... ....... ....:......»._.,...,.......,..6909 :....,.......,........:..,.........145.00 Machine and V -Notch anc set fWI-size C'V?N specimens from V Section..» ........... ...........................:.......:..„.6941................._............._., 234.00 Machine and V -Notch ov6 sic 214 sizeCVN Spcheat :........:...........:........»...,.......»».....:.......,.,.....,.., ....,..0989...»...........,...............:..234:00 Machine and V-Noteh tine set 213 size CVN SpMMcns..:...............................,...,.......,..__:,._............:..»..:.....:..., 5991}......__...o...........:....:...... 245.t10 . Machine and V -dutch ane sot V/s aize CYN.Speeiniens ....,». „.6g�) »....:......... 25Q.0Q Machine and V -Notch one set % size CVN Spcaime.0 ........ ........... ___ 6992..,»..................»_._:...., 260,00 Machine and V-Nutah one set 114 size CVN Spec; rrnens..,,.......»............................................ 5993 _,..,....... ..... ._....,.,,.<...... 280.04 t5 of'27 5vu_i K,M—Caiif=ia .Arca Pf%c#iva 7!01110 iA CO Laboratory 'besting- eta ital Cont'n ed ��rarca� Sample Preparation Continued Activit Cosh R-Ough eat `K° zroln full beams bort, 1111._ 5994.......1....""., ........ Rough qut`K' fronT beam scction 60.00 . _..........................................................................695... ,........... ........... Rough cut from `K' section only ....................................•............. ....1111 6996...,,................... .,.....,:.30.06 ,. 1111: .. .. 1111., ... 40.00 Rough cut from Fdangc ©f fail beam section .......................... ... . ..... ,.......,...;........69 7 50.bQ Rough cut from Fiange of T beam section.............1.......11:.................... 699& .,.......,.............. ............................................................... 34.D0 Rough ra:t other joint conriguration.:.._....................:...............................................................................:...::.....6999......:..:.....................13y Macrnetch rough out samjgle to laraie IjAZ, ea.:.._. Quote .:...._......-- ., .............. 6111...................,...,.......BY Metallurgical Mount: 1.1/4 -in: fficN ling pmpnratdan without evaluatiotr; arch .................................................6914 Quote 130.00 .........._.............. Metallurgical Mount, 20-1n. 41cluding preparation without evuluatfion, each..... ..........................................;.-6.9t$.......:.:.....................:... 170,40 Addatldit'rorrui,picce In mount, each piece .............,...,........,..,.. - ..,.,..,....,........:., ... ».5925........................,.,..........25.00 .........6115...... Ivlisc, Equipment qu pmentC'harge 1111 ................ .... ....._................. .....,........ ...............4415....,. 'rest Admimstrative Charges Rush . Tlkn.around, 48 - 72 hauts {50% $uicligrge) G935` + 50r$o orinvaice RushTumavound,24-48hours 0©0%.SuiMharze)....... .......:.............. ... —4 ........ ......... :..:..,.:.................693G...,.............. ii}il°laoianvalre • .. Test Report Charge.:._ ..............................1111,, . , 1111.. , , 1111.. . 1111 ....6I10.:.........: I+�iinimsrtit 65.04 5aane Cray fasFilzg a report {24ti°le,5tsrc1large)..............................................:....................................................6937................. + 200%of invoice Minfinum1aboratory Charge:,.:.:.... r ... ............................ .......................... ...... ................... .. ......6923 1111... €5Q.0t1 Multiple copies for distn'lrutiun,; aoptO and titailiM per distributor per copy each ................. . Fr924 ......... 4.50 Digital Photographs, photo qualify paper, each ...._...,................................... ......................:..:._:..................:......9116 -......,...I.............,<..,::......9.50 Digltal Photographs, photo quality pper, per copy report m6h ............. ....................... __,........ I ......... •....... 6115 ... ........... .......♦...:....,:.....,. 4,50 Nfetailurgi,^.aa€ Techniciair Travel Trate, per Irotmr -,;....... .:-----..: ................................,..... .................... . _.._. .........6115...... Ivlisc, Equipment qu pmentC'harge 1111 ................ .... ....._................. .....,........ ...............4415....,. 'rest .....,.......,......8 Y Quote Special Set-up :... . .................... .1--,...— ...................-...........I ...... , ..........942 ............ ..............By Quote Special Testing 1111.. ....,..,... y ..44M............ i3y Qaot-, AdministraVvo Office Support... ............ ....1:11. ...........11.1.1....... ..1111.. ................. .3975......_. ....... By Quote Final Report. ......... ............ ." . ....> ..............91 t:1 By quota Scothern Cafifoi�nia Firea. Ei'TeCtive 7lfil1l4 Laboratory Tesfirqg-R-einforeement 0x'Ai0 Reinforcing Steel AMT A 6151A 7€16 ` Activity Fast. Tensile Test, No. i l- Mir or Smaller, each._,......._ .... .....................460€3 ............ ...... $ 50:40 Fend Test, bio. 11 Bar or Smaller, each ....................................... ......... ._._...,....,.4601 ...... 44.Oq I"ensile Test, No. 14 Bar, eachh- ............... .................................................. . .................:.,..,..100,00 Tensile Test, No. 18 Bar, each ...................................... . .....».,.......... ., ......»...,,.........,....,.4603 200.00 Chcnrical tltralysls...............:....:................................_...::.....,.__...;................._................;.......:,,...,,......:....:.....,4611 ......_.....,............:_...».,150,00 Dor6rmatiart compliance....- ............... ...... --.... . ......... ....... 4617.. ... , .I.,..... 35:(lii Sampling anti: Tagging at Fabricators Plant (within 40 -mile radius from Laboratory) 6% a.rrt. to 5.0 p,rn., Monday tatrough Friday - par sample,,,:...... ..................... 1.9.OQ .................<.......,.....,....:.5405......,.................:.:...... Before 6:36 a,rn. and after 5:00 p.m. and Saturday - per sample....................................::.................._..»„54116..,...................,.......,,.....27.110 Sunday and Holidays. • pa sample .................. ............. ......... ........ .. . ...... ..»., .. .......... ..5007....... ........ 27.4fl Minimm Sample Charge por trip ..... 5008........... SO,Oti Pick-up Rebar Samples at 3.oUte - Per sample ........................ ...................., 5024 ....... .,......... ., ..... ... €960 Reinforcing Steel ASTU A: 1035 Tensile Test, each,_ ................ --- ... . »,,:...... ...: ......:....:.„.................:,._......».4327....... ..'By Quote BendTc�st, each .............................................. ....,.........,........................,..„................. .4,32&................, ., ....By Quote Welded Specimens Tensile Test, Welded, No, 11 liar or Smaller, each --- .:.......... ...................:..:.:......................,..:..,..:..,..................,4604.,...........................:......; 50.00 Tensile Test, Welded, No. 14 Ba, each ................................M...»...... _........ —..,............;.........,...,...,........,;.;.....,4605............ .......L:.............. 15€.00 Tensile fes€,WeJdcd,Np.,18 Bar,eaoh.................................................................._ .».............,......,......,..,......1506..,....,_... 300X01 Mok Break,Weldad Rd -Bar' each.---- ......... . ....................... __............... .......... 4547'....... ................. 65,00 StraightenfagHn©ps.................... ...... .... ......—I., ...... ,...................................... ........................ ,.... ...........4Cs1.5.,,....... , » ,..........46.00 Coupled Reinforcement Tensile Test; Mechardm[TY Ni). l l Bar gr Smaller, each .:.:.:.......... .....: ......,» »....4612 ........... .. . . Tensile Test, Mechanieully Spliced Bar, No. 14 Bac, each' .................................... .....«..4613.......... „ ....,....... . ISti:00 Ca Trans Mechanicd Coupler Slip Tm NO, 11 Dar orsinallcr, 6ob..... . ........... .................. ,.»>.... ....>.........A623 ...,»......_ ii30.gB atT ons iLfec ltanioal Cnuple; 5fig Test; 'c.14 Sar; each .........:.......».,». » ::.;.,..,......4624 ........ ............. 15f?:b0' CalTrans Mechanical Coupler Slip Test, No. 18 Sar, caekz.... ...... .....4625 ..................... 3QQ;00 11%1 Tctisiorting Strand Tensile Test undElongation in 24” for Pecs#toss Strand,.ASTAv1.A 416, eaelr..>.......................< ...:,.............4649.<.,... E..;, 11.0:00 Tensi16'Test and Elongation in 10” for prestressing Wire, ASTM A 421,.each..:.........................:..:........ ....4610.,...,............................. H0.00 Mod4lus of Elasticity (Prestress Strand), each ... ................._................. .......... .......... ........ ................. >.4611 .... .....:.,..,.....:........ :,.... 130.00 Pick-up Post Tension Cables,.per sa npte......................... ....... ...5025... ... ,...... ................. ....... 19.60 Welded Wire Fabric ASTM A 195 .Parent Material `Fensile; >? raauired, $30:00 ea64t.... .......................:,............:.......:...,........:...................4518 .,».....,,.....,_...,..,. ......., 150,00 'Wold:Included Tensile; 5 required, $311:00 oacir...... ........... ........... ---- ...... _......... ...._........ ,....... ....... ............ ..:4619 ..... ,.........,............. ..;...156.00. Shear—%ldArea,5 regtfired,$35..00 .........:.............................:.....................:..............,........,:..,4620..............>..:...<,........175:OQ Bona Test, 5 reGuirred; $20.60 eaoh,...»..::,...,>....,,.,....4&21................................. 1 D0.00 Mesh., valuation, ASTM £:427 ..._ .............. ......1.11...1...............»....,...........,...........,4422 Southern Califbnn a Area Eft"ecave, 7141/10 Laboratory Testing - Structural Testing Testing Machines . Activity Cost 6000 to 120,000 Pound Machine (Universal, including set-up time, per hour :.,,,........:.; ...............................:4400 ..... ..I ....... .,...... ......... S 175.00 440,000 Pound Msohlne.(Unlversaf), including set-up tirue, per hour.._..............>.............,.........:_.....,......,........44tH .,..,....................,....,:...2.00.00 600,000 Pound Maclaine (Compression Only), including set-up gine, per hour ....................... ____ ....<,......... 4402 ..... .,:...,_.,..._....,.....,,....250.R� 1;100,01Di3 Pound lvlaciiine (Universa)); Iacluding sct-up lime, perhour,................................ ..._..... .................7'50:00 ia) d Tests . ........... ......... 1..1.,.11,.,.,......._.. ...1111....................... ...... ..;................ ....... ............ 44n5 ...... By Quote Speain[ Test Ser -Up.. .......... ................................ ..................... ... ................ .4422.., .....,..a...........,...Sy Quote Manhole Cover and Tree Grate Tests, (i ,.A. City) Static Loading, 27-1tich diemeter.or smaller, I-3 Tew, each..............................................................................947.3 ........,:.....,.,.............:...100,0[1 Static Loading, greater than 27 -inches in diameter, -1-3 Tests, each ....... .......:.....:....,...:..... .................... ....._..X1557.:............ .,................... 15€i..00 SEatiq Loading, 4 or more Tests, each....... ............... .......... .. ......,, .... 4424. ......MUD. t y Lia Loadlrtg, each.._ ........ .............111. ....................................... ...4968 ....1 1:11 111 1., 540.0#} Mechanical Testing Services 'i°ertsile T'esE ». No S`i'�afn.bleasuretrren#,'z'lcldL•y iiatE oE'iiial Upto 100,000 i[r.,"Ch...... ......:..................... .......... ... ................. .._..<,.......................... ...,...............,.,......,44i 1....„._....... ........ ........... 5€i.00 100,00 [ to 200,00016„ tach'_ . ................... .... ......... .... .._...... 9412: ........., ........100100 Gvtr 20,00 Ili,; each: :... .......................... ............... ......... I.... ......... ., .....,... ..............111, .....4411F..,. ...: .... _.. ..13y Quote Strain Gauge Testing ....................... ....._................. 1111.. .:.,..... 1111,.. 1:111.. 4438'........... ,..........B Quote. . . - Y Q Special Testing, 3,.071d Tests, Flexural, Bond, ltnpa t, Axtaf, Racking Shear ........................ .,............. 4426__....... ...... ,............. By Quote Tensile Test -- Wehanioal f lan-37rtn€Dili l xiensometer for Strain, t�aoh... ...... __.......... ...:..... ............ ____ ...... AU2.... ..... ............,...,.........50.0,} T'ensttc Tess:.- Electronic ExYensometor wills Aecorded Vrintowl I test................111........1.................................4433 .,.,............ .....:.,,........:15€1.411 MoobanicalBmd Test, each . ............... ...... ............. .................. .................... .......�................... ................ 4435 .......... ............... ........... 40.00 Machining and Preparation ofSamples..................................................... .. 1........ ____ ....................... ...9474.„.:..,........... ...... ,.,.33y Quote Hydostatic Tests ........................... ................. ..................... ..... .4424 ........... ..By Quote IJisttragm....,.. 1111. 1111 4479. .:r3y Quote h onaEoniC Sherr' Wali. ......... ........ .............. 4S5b ....... By Quote CyelicSttear W411-11-1. ........... . ..... ... -.'-"' ;-11. ....:.,............... ...... ...... .......,_._:.....:....443$ 33y 96ie. Moment'rarne Cvnneatlost:1 111» ......................... ...1111... .4555.... ..B Quote 1111. 1111... .: ..:....:. y Gompotient Qt mpressian...... ..:............. ......................: �4+1p............. ......B . Comportentshear............................................................ "1111.. ,........._.........., ............,1111..^ :d .......»...,..,... y Quote .............. 111.1 441 .13Y Quote Component Flexural ..................................... ..... ................................4492 _ .. Ay Quote l t ifaaxtt T crarl....,..... ..........„.......1....1 $SQB........... icy .Quote Geogrid Testing Coriatection Testing, NCMA Test 111etftt4d S12WU-3,.each„.................................................... .ti .......... 4444....,...... ..... m.,.......,....... 350.00 Shear Stren h Teadag, X1CMA Test Method SRS VU -1, each ...... ....:.......... .:....... ............., ..........................4443.,,...::,;_..„..:.:............,..350;bo Product E, Services, XC Bac Pi aduct Evaluation Serxdc'__I.. Quota CiSCA Product Fvaiuddon Seices....................,..,.,....,.,.....By QQugote AAMAProductEvaivation Seruces................ ;1..111.....................»......._..........................4448 1................_...Be ATC.24, FEMA 350, FEMA 450 Pr6duat Evatuaf o.4 Services ..................:..... ...................... ___ ............. .: 4449__---' Quote Product`Coiitsarlting Sez-Oceg CarleCansuiting................................................................................................................................................1.3m .,...... Quote ICCnJAS. ahrieatorQuality Assurance 5ervieea.._............... ..._.:...,........._...:,......... .......... ....:...,......,.....:.._3Ei30_....:....:,......,......_.,...13y Quote ICCUS. Praduat Consulting Servicas......... ..:.......,...:.............:....a:.........:........................,......,...............:._:._.._...3051.....:..,--............:.a3Y QuatN CISCAProduct Consulting Services,.. ...... :....:........... ..............................:.,...:.........................._.._........,..,....._..3092...... Qtzata AAMAProduct Consulti tServir s ........................ .............:,..<.......,.................... ....,.......................... ,....,........... 303 ................ r ..... .,... By Qum - ATC C 24, FFkfi 3501 FFMA 4:50 Frotlurt Consulting 5eruices _._...... _....... .,.:.................„..:.................. .......,....3094.... .............. .------- _BY Quote 20 of 27 Southem (aiMmia Area 1~liecays 7101/10 IN Laboratory Testing - Chemical. xxar0`� Administrative Charges. Activity Gust Manager. Supervisor, or Gunsultant, per hour................:...........:..................1,111..................... ...... - ................ 6409 ...... .... ...... 11.» .... By Quotation Chemist, -per. hour .......... .......................:................................ ......,.............,»........--i.............................,,...,...:.bot?5.».....................,SyQuotalicoo Cleridu] Assisimr, per hour .................................... .. .... ..... ................... >............ ,...... I ...... I ......... «.., f432:..:...._...... . ...T3y QuotMon Caioulation Churge.... ». »1111 .... »............... ..................._......... ....... ......»......... ..,. 1403 "11 11...»1111... , ...By Quotat16ii Report Prepara:fon Charg@ ........._........ ,1111,-.. ..... .........1111... .....». ..,.,1111. _.. ..64 i $ .......................T3y Quotation SamplePreparation .............. ......................... ............... ._...............>.............. :..............642A 111......1...... ..By Quotation. Sample'Gomposito, per such, ie....................»...........,,.............,..,.,.,.,...,..,.....,...,..........,.......,........... ........,.6425......._...............13y Quotation 5arripeDisposal..........,:...........,»..........,................. ..a;.......,,................................................»..,.. .642€ .................... By Quotation Sample Tranaport, per pour.» ................. ,... -I-.................... ... ............................. ,6427.........,....,...,......By Quotation Shipping Charges .......... .. ...... ,6433 ... ,,....,............... By Quotation. 1quiptmeatRental ....... ................111,1. - »,. ..6435 ....... .. ........i3Y. uofation -..- ADtograplly ..............:»1111........ ..... ., 1111 .. ........:.<..:.......... 6A201111.Fay Quotation Standard eportlQC 1'ticiwge; ....1 ............111 ................................. . ..651-1 .....................By Qt�otnt*n Diskette Surchnrge ...................1111. ............. ---11-1.11---...- ..... »11,11.. G5i2,.,............._. ay Qlsotation. EDF Surcharge. ..... 5513, ............. ..Hy Q� otad6a i SSA, Army Corps ofEgincers, Ci.F, .Eta.; Surcharge.. ., . „ Z5 4 .........................By Quotation. Field Sampling Teulrniciam Per €tour........................1................................,..............».......,.._ ......64301 ...-....... , By Quotatim . ,1111.. 1111 ;. 1111., .. Mileege, per mile...:».................................r ,1 �_64€5.........................T3y Quotation 11.1.1 Automatic Composite Sampler, per 24-hours......;..,.....,......,...»..............................................:..:..::........,.......64x0,11......................€17 Quotation Dish€iar& Mow Measurement, each ..........................: S.npplies 5035Encore f5g), each . ..................111,1.. ........... „. 5533 ... ........ ....,........ . Hy Quotuiivn 5 3S SarriPlblg ioai; each ................ 111........1 .... ........,.»........ ---6435 .................. By Quotation. , 5035 Easy Draw.......................................................»............ ........... ..... Quaiatiori Rush Analyses Rush'Sttrchargo,.72 Hours. »... 5535..,..» , ........... Byquotadon i ush Surcherge;'49 Hours—... ».......... 6540 ... , .......By Quotation Rush Surchorgv,.24 Hours,......... 5530 ............... 8y Q3totat'son Bush 5uroharge, Same Day........ »,................. .........................................._,........._.............................,,.G545............., . By Quotdfot 23 of 27 Labol-ratory'rests 0 0 — Organic Chemistry South= Calif'ornia Area EfrCctive 7101tlo Organic Analyses Activity cost EPA 1664TRPft_. ....... ......... I ...... Quotation EFA[664 Oil and Grease__" .................... .............. .......... ... . .. ....... .......... ......,......,....,....,By Quotation Oil & Circase, Floatable__ ............. ......... ......... 6237 .............. BY Quotation EPA 418. lTRPFI ..... ............... . ........... By Quotation EPA 80158 T?H-Gasofine .... . ...... ........ ........ : . .........By Quolatimi ...... .... ......................................6269,.... EPA 80158 TPhi-Diesel............... ........... Quolatio ....... Quotation EPA 01531IIII-Gasoliho and Dic5a). ..... .................... ........ .. . ....... __6zff ......................... By Quotation WFT— G"Oline and Diesel .............. ---'-..I--..- ........ ........................ 210_ ...................... By Quotafton r - P.A 8015B TPP-Hydrocaftm ,R* ... . .................... ................... . ......... . ......... .. ........ ........... -,6263 .........................13y QuOWIOA. EPA BD15B MeffiatiollEthanol ................" ... ........ ........... . ......... ... t_6264: ...... .......... -,-Sy Quotatior, EPA 602 or 80211 BTEX: ......•.................. ............... ....... ............... ...... .......... ......... ...... ....................,..6203....................., ,By Quotation EPA 6.924.182608 Volatile Organics___ ........... ........ . t-- .......... ...... ............ By Quotation. EPA524 Volotile Organia_. ...... _.." ....... ......... ................. ...... .......... 624.9...... -:...,........,..By Quotation tPA 625'or 8276[ FXtractiiblc Orpmes ...... ...... ............................ 11 ...... Quotation -FPA 608 or 9092 IICRs %Vr, . ter or.soil . _. . ........ .... ................. . ......... .......... .. ...... . ... . ...... By Quotatilin EPA8032 PCBs ....... ....... ........ ......«............_............6244°.. ............. " By Quotation F -PA 608 or 8081A Chlorinated Pesticides ......... .... ....................... .......... . . .......... ;__ 006 .......... By Quotation EPA 609 or 9082 1809 [A PCBs and Pesticides-- -------_ ...... ...... Flash Point..._ .. ...... ..... ___ .... . -.1 ........... I ...... I ........ ............. A219 ................ By Quotation Petroleum Analysis......, ...... ........ .; ................. ....... ............... _ ....... __6246 ___........,...........fly Quotation .............r,,,.. .....:..,..,.....-...-...._..:..:...,...................62&0 ...... ____By Quotation EPA $035 or 5030,8260D Gasoline and Volatih-, DrWica ......... ........ .._ ....... .. ............ . . .............. 620C. Qu6wioti EPA 8270 SIM - Polycyclic AmMatio Hydrocarbons .............. . 6205 ......... By Quotation EPA 8266 — Soil Vapor (CRHSL)._; .....:..............................>...... =8 _......-.......,.........'6y Q40tpaion Mobile Laboratory Services Services ............ . . ... . .......................................................... . . . ...... I ... . ................................................................................................................................................................................ . ..... . .................... . ..................... . Mobile Labper 10 hour Weekday ....... ..... . . .. . . .... . ............. ................ . ................ .. ...... 6460 per 16 hour weekend ................. ....... ............................. * ........ ........... ....... 6465:.� ... .............. _._By Quotation ,i.�IqWeJ,,%b Mobile ' Lab hours of 10 hour§__ ........ ........ ... ......... ..... ....... 1� .......... . 6461 QuOtitton. ?Mobilization f4 . . ........ . ..... . .. . ....... ............. ...... '7_ ......... ............ 645 By Quob flon Mbbll.p Lab Standby Tirnee .... .... ......... . ......... ............I.............._ ..6439 .......................By Quotation MoWle Lab .......... .............. ......... ..... ...............By Quotatioll 24 (& 27 sowhcrn calffomia Area A Y aboratory ests — Inorganic Chemistry Inoqtartle Analyses - Wet Chemistry Activity cost Alk2linily .......... a.i ......... ...... ............ ........... ......... ....... _........5341 . .................... -By Quotation Arnmanja, Direct .... . ...................... ........... - ......... ............ ........ ........... * .............. . ........... Quotation Ammonia, Distfflgtiad ...... ---- ....... ........ . ... .......... ...... Anions (F, Br, Cl, NOI, NO2, SO4� PO4) ..»................... --- ........... --'- ......... . ............. ....... ........ ....... »,..._.... By Qtlottaion 13j'ochcmical Oxygm Morand(BOD) ......... ---1-.'".1-- .............. . ...... ...... . ...... . . ........ .. By Quowtoo chcMical Oxygen Nmoad (CO.D) .............................. - .................... -11 ...... . . .... ..._................13y Quotation Chlorldet . ....... .......... ...... -.- .... . ..................... ....... ....... - ...... 19Y Quotation Chlorine, Residual .................. ................................. .! ............ .... . ........... ......... Cobr...... .............. .................. ........ ......... ......... . ......... -.1- ...... ..........-By Quotation conduomwe-i ....... .. .......................... . .. ...... ........ - ........ .... ................. _&418....,....»........».,.. By Quota -116a CyzuM.el Ahl'ema.hk *-(surcharge to Totai qanide). ... ....... ................... ........ ...... ---By Quotation Cyanide, Ftee........................... ........... .......................... ....... ......... By qa6lat.im- CXanido, Tout .......... .......»..., .. ..By Quotatkm�. Cyanide, Rcactivc---. ........... . .. ........... ............ Quotation. Hardness ......... .... ....... . ... ......... ... . ........... . ..... . ..... ....... ................... y Quota Mproaplans ...................... .......... .... . ... ......... ........ ............. By. Qixritatloil Nitropti, Kjeldahl .................... ..................... . ............................ . . ........ ..... . . ............ ....... By Quotatioll Oxygen,-.isolved ........ i.11-1-1--1 ........... -11 ............... .. . ....... ......... .1'iYQuotutiou. pH, ...... ........ .......-».._... .,...............,...519z'.............. .... .By Quotatiork VH, PanOxygen Bomb ............... . ............................................................... ........ .............. ............ .... . .. -By Quotatioa Flibsphorous......... -- .. . ................................................ ........... __ .............................. ...................:6497............_... ferehlar€ite.:........... . ... ............ ................... ... . ..... ........ . .................;5499. ..,........... . By QUOIRti0ii. Pheaols-- . . ................ ..«.........................,...... ......... - ........ --.- .............. . ...... ....... ...r.., ........ - .... --6104-- ...... - ..... --By Quotation SRIblity - MCI - ........ .......... . ................. . -- ......... ............. ...... ................. ...... ---,--RY Quotation Solids, ........ . ...... %-- .............. - .... ...... .. ..... ..... . ...... ... . ....... .......... By Qtlmaflon Solids, settleable......... I ................ ................. ......... .............. ...... —By Quotation Solids, Suspeqdcd .......... .......... - - ---- ................... . ....... ....... By Quotation Sof ids, ....... . ... ............. . ....... splids, volatile; -..� .... ;-- ...... .......... ...... . ............ ......... ....... ...... ........ ......_..By Ouotation WRL&I D1Sqo1Ved-.--- .... ............. .. . ........... . ......... ............... By Quotatioff SstIfide' ...... ......... ............. ........».6114 ........... By Quotation Sulade, Total'- ............... ....... ... . ...... . .. .......... ........ Sulf&e, Gravinawic... 11-1.1- ................. ............ . . ............,.»................_...6134 ..................... . By Quotation gurfartan% MBAS . ............ ........... ........ * . . ........................ . . .......6154................... -.By Quotation Thiosulf-ate .............. ....... ............. --- ...... Quotation Turbidity,....... ....................<....................................«............ .....................»»... .......61'74 ....... hy QUZt2fJOn Water by Karl Fiwhertil�aflari-_- ......... ......................... .... -'..'62{2:...................... BY Q40.tatim Construaim WtM41* Analysis--- ........... ....... ; ......... ........... ;:. ...... ...... ---- ............. ....... . .. ............... By Quotatko 25 of 27. Southern Cali bmia Area EfeetiW 7101110 Cb mistry Continued i A -TO Metals reparationActivity Cost 'Dlgestiun, Aqucous........ .... ....... :................................:....,..........»................G43U:.,....._ ....,.......13y Quotation:...., Digestion, Nonaqueous.................................................................:............:......._................-_.,......,................:.{p32...........,,:....,,.,...By 6344 Quotation ST11CExtraction, ...... ......... . .......... . ....... ......... ....... ...... __6036 .......... Q.00ratlon ...........,,....,..6034:..—....-,.-,........13y EP-T#x........._......_....................................:..........:............................................ .. ..... ....,......6346 .Quotation 'MPVXtraolion-......... .............................. ,5154 ......... ... 135 QunCaion VOC Extraction Z1E, (STLC andlor TCLi') :..,.., ..... ............... 6155 ... ..-................. By Quotation oialS AbalyS ... ....... ,.,. X254:... , - >... . t3y rotation Q ... ........:....:. ... .: Caioinm C}x€da ...... ...................:. 614$ . ......By ... ... Quotation Ind'rviduat,iviete2s, per element ................................. ., .>.... ...... ....... G1372..................:......By Quotation ile�avaltChrnrrii �iYt 6.052 ..............By Qt10t4on, Trivalent ................ ....... ..........,..,... fiAQ3 ........ ..... By Quotation iron(Ferrous). ............ I-— ....... ............................................ ... , ............ .............. G4t34. ...._ I3y Quota€ion Total lead-. .. ............................ ...................... ......,. . ,.,... ........61)69 .. ........f3y Quotatrion Leadin i'aint.......... .............. ............ ............ .. ............ ,................... .......6068 ... By Quatation . Me ais Urnu r ete lxlznat o is MeCAMMetals:....................... .::...r...... .............. ..................... ............. ;........;........ ...................... ....::....fi(b2.......»..,..:..:....... By Quotation STLCCAM Metals..............:......................................................... ............ ...,..................6160 ..............By Quotation ......... ...... .................. .................................................................................... „6.11$..., ,.................t3yQuotation Priority Pollutant Mia: Is ........................> ....... ......... 6.1]2 13y Quotaoon 1� in[ciria taxer Ai a)yss's Metals .... .................................:...-.........:1........................,.................. .........:,,.;.,. G(1&7........,...,......,...By:Quataiinn TAL Mm!$ (?3) i By Quotation ...->..........:...�..,,,...........,..-_...........,................,........:..<............._....,.::.................:..::.,..,-.......:...-...607 ......,.......:.,:-...... Outside Labomtoty Set -vices: Asbestos Ana lysis....,:. .....:..............:.. . fi3fl0 ....,...,.,..........,. Quotation ......... ......... .......Mise . Analyses ......... ..... .».. ,.> ... ..., . ..... •.... 6344 $y Y Q as i, 4 -1iflKahC . .. ..._ .. Q IIDt2ti0n EPA 33 10.. ............. ....,......6346 By f uotatipn EPS. 304 Hti13 �, ... ©rguophosphonus Nstiddes:.,,. .., 6149 By QIFpfatlbxl Too Organic arb€an.. ........ ......... ......... ...............».............. ... ....... ,.,. X254:... , - >... . t3y rotation Q 8.iotoxicity,aqueous: -. .• 6500 Quotation 13ic,toxicity,niiriagueous,...<..... ...............____ .......... 6505..,...,...,,..,....... ..By Quotation. Coliforiat, total, ..................... ..... ._ ........ ..__.......,............_ .6515 ........ ........i3y Quotation Cciliinrtrq, le t,., ................ ......... ...,..:651fi .........................By Quotation EPA 9151A Chlorinatetlfisrbiciries.......,..._.......................................:„..::62D7 .,..:................fay Quotation TotalOrgat& Carbon ...................... .............................:...............:>......:.....,..........•._.............................,,,.6254............. ........By Quotation FDA Vesting of Lead and Cadmium, Proposition 65 Fb.,. Testing of Lead ndCndyzziutn;Propositzats65........., .... .-.................6ti38......,..................BY.Qwtation VOC Testing EPA24 - VOC ter AQiI1..................:............................................... ....................................... .:................„.. b2tab ..,..................._...By Quotation 2r of 27