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SMITH-EMERY LABORATORIES - 2005-07-05
Council/Agency Meeting Held: Deferred/Continued to: Approved i] Conditionally Approved © Denied I 's Si ture Council Meeting Date: 715/2005 Department ID Number: PW 05-039 CITY OF HUNTINGTON BEACH REQUEST FOR CITY COUNCIL ACTION a SUBMITTED TO: HONORABLE MAYOR AND CITYCOUNCIL MEMBERS �F SUBMITTED BY: PENELO CULBR TH-GRAFT, CITY ADMINISTRATOR PREPARED BY: PAUL EMERY, ACTING DIRECTOR OF PUBLIC WORKS SUBJECT: Award Contracts for Professional Testing & Inspection Services r, Statement of Issue,Funding Source,Recommended Action,Alternative Actions),Analysis,Environmental Status,Attachments) Statement of Issue: The Public Works Department requires independent inspection and testing services for a variety of projects. Services include geotechnical testing, material testing, welding, and concrete inspection. Contracts with three qualified firms to perform these functions on an on-call basis are proposed. Funding Source: Funds are available within budgeted capital improvement projects. Additional Council authorization will be requested for unbudgeted projects, as necessary. Recommended Action: Motion to: Approve and authorize the Mayor and City Clerk to execute contracts for professional testing and inspection services between the City of Huntington Beach and the following three firms: AESCO Technologies, Inc. in the amount of$1 million; Harrington Geotechnical Engineering, Inc., in the amount of $1 million; and Smith- Emery Laboratories, Inc. in the amount of $1 million. Alternative Action(s): Do not authorize the contracts. This action will delay capital project completions. REQUEST FOR ACTION MEETING DATE: 7/512005 DEPARTMENT ID NUMBER:PW 05-039 Analysis: The Public Works Department contracts with several different firms to provide on- call geotechnical testing, materials testing and other inspection services. The services are necessary when the contract requires independent or specialty services. Occasionally, inspection services will be requested if Public Works staff is not available. It is critical to project schedules that these services be readily available. The on-call agreement provides maximum flexibility when testing and inspection services are required on short notice. The agreements are established for a not-to-exceed dollar amount over a five-year term. Proposals were requested and submitted in compliance with Chapter 3.03 of the Huntington Beach Municipal Code. Funding sources will be primarily capital project accounts, using the approved project budget. Testing and inspection services are examples of supplemental expenses that are budgeted in each project. Public Works Commission Action: Not required. Environmental Status: Not applicable. Attachment(s): City Clerk's Page Number No. Description Ff -c- 1. Professional Services Contract with AESCO Technologies, Inc. � 5 2. Professional Services Contract with Harrington Geotechnical Engineering, Inc. 3. Professional Services Contract with Smith- Emery Laboratories, Inc. G:IR C AQ005105-039 July 5 Verone Award Contract Prof Testing&Inspec Sery .doc -2- 61201200511:29 AM ATTACHMENT #3 PROFESSIONAL SERVICES CONTRACT BETWEEN THtnE• CITY OF HUNTINGTON BEACH AND Il,, _ FORS� r Table of Contents 1 Scope of Services.....................................................................................................1 2 City Staff Assistance................................................................................................2 3 Term; Time of Performance.....................................................................................2 4 Compensation..........................................................................................................2 5 Extra Work............................................................... ...............................................2 6 Method of Payment..................................................................................................3 7 Disposition of Plans, Estimates and Other Documents ...........................................3 8 Hold Harmless .........................................................................................................3 9 Professional Liability Insurance.............................................................................4 10 Certificate of Insurance............................................................................................5 11 Independent Contractor............................................................................................6 12 Termination of Agreement.......................................................................................6 13 Assignment and Delegation......................................................................................6 14 Copyrights/Patents...................................................................................................7 15 City Employees and Officials..................................................................................7 16 Notices.........................................................................................7 17 Consent....................................................................................................................8 18 Modification.............................................................................................................8 19 Section Headings .....................................................................................................8 20 Interpretation of this Agreement..............................................................................8 21 Duplicate Original.....................................................................................I..............9 22 Immigration...............................................................................................................9 23 Legal Services Subcontracting Prohibited................................................................9 24 Attorney's Fees..........................................................................................................10 25 Survival.....................................................................................................................10 26 Governing Law.........................................................................................................10 27 Entirety......................................................................................................................10 PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH_AND FOR ,Tn§Pec+-.Z^ .^d t ,1.5 Pro �s�«•.QL �rzsce� THIS AGREEMENT ("Agreement") is made and entered into this day of ! 20().<by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY, and hereinafter referred to as "CONSULTANT." WHEREAS, CITY desires to engage the services of a consultant to Pc r �•�. -res ; q,%.L S rw�Pec��o n ; and Pursuant to documentation on file in the office of the City Clerk, the provisions of the Huntington Beach Municipal Code, Chapter 3.03, relating to procurement of professional service contracts have been complied with; and CONSULTANT has been selected to perform these services, NOW, THEREFORE, it is agreed by CITY and CONSULTANT as follows: 1. SCOPE OF SERVICES CONSULTANT shall provide all services as described in Exhibit "A," which is attached hereto and incorporated into this Agreement by this reference. These services shall sometimes hereinafter be referred to as the "PROJECT." CONSULTANT hereby designates who shall represent it and be its sole contact and agent in all consultations with CITY during the performance of this Agreement. agree/forms/profservl0/15101-A 1 2. CITY STAFF ASSISTANCE CITY shall assign a staff coordinator to work directly with CONSULTANT in the performance of this Agreement. 3. TERM; TIME OF PERFORMANCE Time is of the essence of this Agreement. The services of CONSULTANT are to commence as soon as practicable after the execution of this Agreement by CITY (the "Commencement Date"). This Agreement shall expire on j lane Z t . 2d i a , unless sooner terminated as provided herein. All tasks specified in Exhibit "A" shall be completed no later than Tare Z 1 , 2.o 16 from the Commencement Date of this Agreement. These times may be extended with the written permission of CITY. The time for performance of the tasks identified in Exhibit "A" are generally to be shown in Exhibit "A." This schedule may be amended to benefit the PROJECT if mutually agreed to in writing by CITY and CONSULTANT. 4. COMPENSATION In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT on a time and materials basis at the rates specified in Exhibit "B," which is attached hereto and incorporated by reference into this Agreement, a fee, including all costs and expenses, not to exceed 0 n¢ �"1 l 4 �, Dollars ($ 000 oD o. `*" ). 5. EXTRA WORK In the event CITY requires additional services not included in Exhibit "A" or changes in the scope of services described in Exhibit "A," CONSULTANT will undertake such work only after receiving written authorization from CITY. Additional agree/forms/profservl0/15l01-A 2 compensation for such extra work shall be allowed only if the prior written approval of CITY is obtained. 6. METHOD OF PAYMENT CONSULTANT shall be paid pursuant to the terms of Exhibit "B." 7. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONSULTANT agrees that title to all materials prepared hereunder, including, without limitation, all original drawings, designs, reports, both field and office notices, calculations, computer code, language, data or programs, maps, memoranda, letters and other documents, shall belong to CITY, and CONSULTANT shall turn these materials over to CITY upon expiration or termination of this Agreement or upon PROJECT completion, whichever shall occur first. These materials may be used by CITY as it sees fit. 8. HOLD HARMLESS CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents and volunteers from and against any and all claims, damages, losses, expenses, judgments, demands and defense costs (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) arising out of or in connection with CONSULTANT's (or CONSULTANT's subcontractors, if any) negligent performance of this Agreement or its failure to comply with any of its obligations contained in this Agreement by CONSULTANT, its officers, agents or employees except such loss or damage which was caused by the sole negligence or willful misconduct of CITY. CONSULTANT will conduct all defense at its sole cost and expense and CITY shall agree/formslprofsery 10/1 5/01-A 3 approve selection of CONSULTANT's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as limitation upon the amount of indemnification to be provided by CONSULTANT. 9. PROFESSIONAL LIABILITY INSURANCE CONSULTANT shall obtain and furnish to CITY a professional liability insurance policy covering the work performed by it hereunder. This policy shall provide coverage for CONSULTANT's professional liability in an amount not less than One Million Dollars ($1,000,000.00) per occurrence and in the aggregate. The above- mentioned insurance shall not contain a self-insured retention, "deductible" or any other similar form of limitation on the required coverage except with the express written consent of CITY. A claims-made policy shall be acceptable if the policy further provides that: A. The policy retroactive date coincides with or precedes the initiation of the scope of work (including subsequent policies purchased as renewals or replacements). B. CONSULTANT shall notify CITY of circumstances or incidents that might give rise to future claims. CONSULTANT will make every effort to maintain similar insurance during the required extended period of coverage following PROJECT completion. If insurance is terminated for any reason, CONSULTANT agrees to purchase an extended reporting provision of at least two (2) years to report claims arising from work performed in connection with this Agreement. agree/forms/profserv10/15/01-A 4 10. CERTIFICATE OF INSURANCE Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverage as required by this Agreement; the certificate shall: A. provide the name and policy number of each carrier and policy; B. shall state that the policy is currently in force; and C. shall promise that such policy shall not be suspended, voided or canceled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice; however, ten (10) days' prior written notice in the event of cancellation for nonpayment of premium. CONSULTANT shall maintain the foregoing insurance coverage in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverage shall not derogate from CONSULTANT's defense, hold harmless and indemnification obligations as set forth in this Agreement. CITY or its representative shall at all tunes have the right to demand the original or a copy of the policy of insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on the insurance hereinabove required. 11. INDEPENDENT CONTRACTOR CONSULTANT is, and shall be, acting at all times in the performance of this Agreement as an independent contractor herein and not as an employee of CITY. CONSULTANT shall secure at its own cost and expense, and be responsible for any and agree/forms/profsery 10/15101-A S all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONSULTANT and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services to be performed hereunder. 12. TERMINATION OF AGREEMENT All work required hereunder shall be performed in a good and workmanlike manner. CITY may terminate CONSULTANT's services hereunder at any time with or without cause, and whether or not the PROJECT is fully complete. Any termination of this Agreement by CITY shall be made in writing, notice of which shall be delivered to CONSULTANT as provided herein. In the event of termination, all finished and unfinished documents, exhibits, report, and evidence shall, at the option of CITY, become its property and shall be promptly delivered to it by CONSULTANT. 13. ASSIGNMENT AND DELEGATION This Agreement is a personal service contract and the work hereunder shall not be assigned, delegated or subcontracted by CONSULTANT to any other person or entity without the prior express written consent of CITY. If an assignment, delegation or subcontract is approved, all approved assignees, delegates and subconsultants must satisfy the insurance requirements as set forth in Sections 9 and 10 hereinabove. 14. COPYRIGHTS/PATENTS CITY shall own all rights to any patent or copyright on any work, item or material produced as a result of this Agreement. agreelforms/profsery 1 0/1 510 1-A 6 15. CITY EMPLOYEES AND OFFICIALS CONSULTANT shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the applicable provisions of the California Government Code. 16. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONSULTANT's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below. CITY and CONSULTANT may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, a reputable overnight carrier or U. S. certified mail-return receipt requested: TO CITY: TO CONSULTANT: City of Huntington Beach ATTN: � r� Ue�aron 137a lJ�(��y lf;s `4 p�, 2000 Main Street Huntington Beach, CA 92648 17. CONSENT When CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be a consent/approval to any subsequent occurrence of the same or any other transaction or event. agceelformslpcofsery tof 15101-A 7 1 S. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 19. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of matters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 20. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement agree/forms/profserv1 0/1 510 1-A 8 which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 21. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 22. IMMIGRATION CONSULTANT shall be responsible for fall compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of the United States Code regarding employment verification. 23. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONSULTANT and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONSULTANT understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY, and CITY shall not be liable for payment of any legal services expenses incurred by CONSULTANT. 24. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, agree/forms/profserv10/15101-A 9 each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the non-prevailing party. 25. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement, shall so survive. 26. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 27. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached exhibits, contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. agree/forms/profsery 10/15101-A 10 r IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. CONSULTANT, CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California 1� sty C1er print name ITS: (circle one)Chairman/Presiden ice'Presi APPROVED AS TO FORM: D City Attorney By: 14�iod Oxc i REVIEWED AND APPROVED: print name ITS: (circle one)Secretary! hief Financial OfficerlAsst, secretary—Treasurer City dministrator Wrect6r ND PPROVED ublic Works agree/forms/profsery 10/15/01-A 11 EXHIBIT A n r Proposal for: Professional Testing and Inspection Services For Capital Improvement Projects i $c Proposal to: City of Huntington Beach Attn: Eric R. Charlonne Construction Manager City Hall- 2000 Main Street Huntington Beach, CA 92648 1tY Submitted by: HB SMITH-EMERY LABORATORIES Contact: Erica Schulz 1195 N. Tustin Avenue 4f Anaheim,CA 92807 °' A (714) 238-6133 I- D""'�, ORAY44 April 18, 2005 CITY OF HUNTINGTON BEACH RFP: TESTING AND INSPECTION SERVICES APRIL 1 S,2005 FABLE OF CONTENTS Qualifications, Related Experience and References........................................I Proposed Staffing and Project Organization..................................................II Work Plan / Technical Approach..................................................................III Costand Price................................................................................................IV Exceptions / Deviations.................................................................................V Appendices....................................................................................................VI 4f % A Qualifications, Related Experience and `4e ORA-TQ��� References Smith-Emery Laboratories Section A: Qualifications This proposal has been submitted by the following firms.- Smith Emery Laboratories A Corporation in the State of California 1195 N.Tustin Avenue Anaheim, California 92807 Phone: (714) 632-3371 Fax: (714)23M144 "During the past 100 years ofservice, our Mr. Robert Greeley, operations manager has the authority to bind our corporate goal has been to company into contractual agreement, provide engineering, technical support and field Smith Emery has been an industry leader in providing qualified testing and personnel which are the inspection services throughout the United States since 1904. Our firm is most qualified in the certified by Caltrans, AASHTO, Division of State Architect(DSA) and industry CCRL. " Dan Slater The following are staff employed full-time as certified materials technicians Vice President by Smith-Emery Laboratories: -Mark Dunn -Jeff Kopp -Matt McCall -Sergio Banuelos -Robert Greeley -Mark Lustufka The following are staff employed full-time as proposed certified laboratory managers by Smith-Emery Laboratories: -Carlos Lievanos f9eORAtaR`�go Smith-Emery Laboratories Section C:Past Project Experience Smith Emery Laboratories, does not plan to use any subcontracted labor for this project. a4AYo� References City of Cypress (5 Years Service) Various Street Improvements & Construction Kamran Dadbeh P.E. (714)229-6756 Orange County Sanitation District (17 Years Service) Various Sites& Structures Terry Krie (714) 962-2411 City of Fullerton (18 Years Service) Various Street &Building Sites Mehrdad Miralaie P.E. (714) 738-6866 City of Irvine (12 Years of Service) Various Improvements& Construction Jim O'Connell Chief Inspector (949) 724-6505 City of Tustin (2 Years of Service) Various Street & Site Development Chris Martin Senior Inspector (714) 573-3166 Orange County Water District (11 Years of Service) Plant Expansion& River Channel Michio Miyake P.E. (714)378-3232 Port of Long Beach (14 Years of Service) Wharf Construction& Railways 4 Proposed Staffing and Project Organization 44&o4ATo�5 Smith-Emery Laboratories The following is some specific information regarding our Project Management Team Organization. Professional Engineer: Mr. Ted Peet ' Operations: Mr. Robert Greeley Management Lead Tech: Mr. Mark Lustufka "Our 11 Materials Technicians and Inspectors are fully trained in sgfety requirements and practices. " Management Lead Technician: -Cheryl Grant • Responsible for all written documentation including daily inspection Safety Manager reports, RFI's, overtime authorizations, issues of non-compliance. *Works closely with the Owner, Project Architect, Structural Engineer and Smith Emery Project Engineers t Project Manager to ensure project is built per approved plans and specifications. • Maintains daily field reports which are available on site daily. •As you may know Smith Emery employs over 225 full time inspectors in California (including geotechnical) ... no company employs or has more multiple-licensed inspectors to handle your project, in or out of State than Smith Emery Laboratories. At Smith Emery Laboratories we have a profile for qualifying inspectors that would be made available to work for City of Huntington Beach. Currently we have over 45 full time inspectors that not only fit this profile by having various inspection capabilities, but have first hand knowledge of working on projects with members of your construction /design team. We look forward to being of service to you and your project. s R. Theodore Peet, RCE Title: Project Manager/Smith-Emery Laboratories Summary of Qualifications: Provides management and technical support for field inspection. personnel. Coordinates inspection activities with general contractor. Monitors inspection activities and budgets for owners: Prior to joining Smith Emery: Sixteen years experience in structural steel fabrication of buildings and bridges, including construction site direction and contractor coordination efforts. Ten years in the Power Energy business as Senior Technical Service Field Engineer building, operating and maintaining electric generation facilities worldwide. Also concurrently providing Non- destructive testing f training, and auditing services per ISO 9000, ICBO and AISC Certified Fabrication Program. Academic Background: B.S.C.E. (1972) University of Pittsburgh, Pittsburgh, PA Qualifications: Registered Civil Engineer 62632 Class A Hospital Inspector—OSHPD Structural Steel Welding—I,C.B.O. Certified Welding Inspector—AWS Level III —ASNT(UT, MT, PT, RT) Professional Experience: *Williamsport Fabricators Inc. Quality Assurance Manager I Project Manager •ABB Combustion Engineering Inc. Senior Technical Field Service Engineer •R.T. Enterprises Engineering Consulting Services Recent Projects: a UCLA Westwood Replacement Hospital, Los Angeles • Hollywood & Highland, Hollywood •Carnival Cruise, Long Beach; CA •St. Francis Medical Center-Acute Care, Lynwood (80 Million) •Arcadia Methodist Patient Tower Replacement(50 Million +) • Long Beach Memorial Medical Center (S.B. 1953 Evaluation) •Good Samaritan Hospital, Los Angeles (S.B. 1953 Evaluation) • Riverside Medical Center (S.B. 1953 Evaluation) •Saddleback Memorial Hospital (S.B. 1953 Evaluation) • UCLA Gonda Research Facility(48 Million +) • Kaiser Elevator Upgrade, Los Angeles • L.A. Co. Dept. of Public Works, Alhambra •400 North Brand Tower&Parking Structure, Glendale •Sinai Temple Expansion, Los Angeles •Westside Pavilion, Los Angeles •Glendale Plaza Tower& Parking Structu�e fornia for 100 Years i r � Jeffrey Kopp Title: Senior Field Technician Summary of Qualifications: Mr. Kopp has over 11 years of experience as a senior field technician. He has experience with all aspects of soil testing including: mass grading, A/C laydown control, A/C and concrete coring, soil compaction tests by use of nuclear density gauge and sand cane method, Duties also include field inspection, ACI, pull testing, quality control. Caltrans inspection, and related documentation. Quality control for batch plants both concrete and asphalt. Certifications: ACI Certified-Grade 1 Nuclear Gauge Certified Caltrans Certified in the following test methods: •375, A/C Testing •231, Soils Testing •533, Ball Penetration •539, Sampling Freshly-Mixed Concrete •540, PCCCylinder Fabrication •125A, Sampling Highway A/C •125B, Sampling Highway AGG •125C, Sampling Highway PCC Professional Experience: City of Tustin, Tustin California Currently working as an assistant public works inspector for the City of Tustin' s public works department. Project Ref: Red Hill Median, duties included: project budgeting, public works inspection and public relations as requested by the City of Tustin. City of Cypress, Cypress California Worked closely with the City officials during 2003-2004 residential street improvement project. Jeff worked as a public works inspector directly for the City of Cypress. City of Fullerton, Fullerton California Field technician for soils and asphalt testing for the Harbor Boulevard project including the Highland Avenue Grade Separation. City of Irvine, Irvine California Field technician for soils and asphalt testing for a pedestrian bridge located Jeffrey Road and the 405 Freeway. Required Caltrans certifications. Serving California for 100 Years �,:' 'L••ii . O 1�+ySi+i+i a}''4`i i'.r'+i".71yi;'+:iri*i:+'+i+i+i i:'i+a+i+i'iyi':•+i: i'''+:i i i«ii i�'•'?'•.'Oii+:ii*•'fir+:+�4 :rs:+:+.d+isi:4i':ii•iai+i+sairi+r rl:•i ia'+i+i�'vhr::+:+*iai+i�+ai%� I i±r_i•++nie r�+±�r4�',,�-siad±�•.!r.±i±�+a±may +siaiia�+�4at+:i:i s±i i±+:', •,::':±;!:ari�+M.�*..:+:•,w:•,:±ni;:•,: w+t+•?.'.�a.±.'.i!.'.+•_.'.QS_+�a,±.•,+.?wr+?..:+±w4y.Y•'r'a'.i+•r'O.+s+ri0.:.:rar:...',+: . CALIFORNIA�: ss r 1 +�" i•: ' 3a I• ; •f" . Presents this I OS+t+� CERTIFICATEOF ,PROFICIENCY o '+r+i� IY�f+f�• JEFF r a+r+ SO.: 1 i•�r r; lY+`r• EmerySmith Laboratories '•ial EXPIPES X who is qualified to perform thefollowing tests: 3 75a In-Place Density&Relative Compaction,AC Pavement(Parts 1,3,4,&6) 15 March 2005 231 Relative Compaction of Soils & r `hh ` Aggregates _ November 41 23 •4, �a4+'.r I r4• Y 1 ih+a: rS+•+ 5 3 9 Sampling Fresbly Mixed Concrete 23 November 2005 125B Sampling Highway Materials & Products(AGG) 23 November 2005 i 125C Sampling Highway Materials & Products (PCC) 1 125A,Sampling Highway Materials & Products (AC) 23 November 2005. �••'S� +••�•�• I"M r• ,;i I Ne Y++a'Li• Oa.•1 r'rj•�: ire++i I Y*Swe Yr�a;?I IpS4.. I I Y�++ 3�a•�I icy: `.tr�•�[ Ya,•:4i ��, •�I 14arKi for: Behdad Baseghi, District Materials Engineer li+�i�' I•i4.i' + nAL s 2004 ;4 i ` Certified Independent Assurance IA Certificate No. - 068 f1 � 1i +� +< I complies i Y�aa+a+i w r aSS•44 r4 P +.•+�••i«.'•J+•• •'iaa'a•+aT'••a�••� :,«•. •y S•i OP«« `.•+.•.Y.•.S.*.«+Y+••4•.*i«+'+•Or•OPVOOOra'OOi:i.S:•.•r•..'•4'«Oi I � I� •,,+0♦+Oa s�+ A,•a r�•O,a+:a i+i+ib.+ i a a 1.•:•�•�'i'a•f+•:«;::+:+'•:+;aJ.dr4•b..a+'.'i i:+'ai:•:.+Oa..a+4.4a•a,.•a•�•a+,�,.,+,a,a aaSYi::+•�:'dd•a+••••a i a•+.a ai r;l `a rs•a� +.+. s+•+ ♦a+ .4•rfa '•i+'••:•ar rra4a4,a+�++a+•.ra+s r+r•r.r�•+r++ .ii. � s as+ ♦+ r ♦+. 1 ��w++:QaS:..�a:a±y:r!IaTa:+4•.a:r!aAS::r:.4'..:?a:..�•T:•+T.•aT+?a*Or':•.iw++Sw4?..ir!..+...:.*+.!1.!aaf:!a!:!a'a:r?+?+!OOa•.a:a:y.•'fa:+:r?Of.wa..?•:+.•:w•w.!+:?a�?I.i«.•!•ild�dr:a+?•?.+.a*.a.+..i:?.•,:rs?.•s?a:r:v-1:;:\ � 0.� �� a! A Work Plan 1 Technical Approach �4QRAT�¢� Smith-Emery Laboratories See attached SOO for detailed outline of Smith-Emery Laboratories technical capabilities. "Our Deputy Inspectors are fully trained in safety requirements and practices. " -Cheryl Grant Safety Manager Celebrating 100 Years AN INDEPENDENT COMMMCIAL TESTING LABORATORY,ESTABLISHED 1904 CALIFORNIA:ANAHEIM,Los ANGELEs OREGON:SALEM �ORATOf�- 1904-2004 MEMORANDUM To: To Whom It May Concern From: John Latiolait,PE cc: File Date: 10/04 Re: Smith Emery Laboratories-SOQ Staffing,Certification and Accreditation,Third Party Audits,Proficiency Sample Testing,and Available Resources Smith-Emery Laboratories is an independent commercial testing laboratory. We are the testing arm of the Smith-Emery Group of Companies. Our offices are located in Los Angeles and Anaheim, CA;and Salem,Oregon. Smith-Emery Laboratories is comprised of ten separate testing departments, each specializing in a different area of materials testing; namely, Construction Materials Lab, Tile and Stone Lab, Structural Lab, Geotechnical Lab, Curtain Wall Lab,Metallurgical Lab, Chemical Lab,Public Works Construction Lab, Product Testing Lab, and Field Services. The following is an outline of Smith-Emery Laboratories current status in terms of staffing,certification and accreditation, third party audit participation, proficiency sample participation, and available technical resources from Smith-Emery Companies as a whole. STAFFING Engineers: ...................................................................15 Registered Civil Engineers:...............................3 Registered Geotechnical Engineers:.................. 1 Registered Metallurgical Engineers:..................I Staff Civil Engineers:.........................................S Mechanical Engineers:.......................................I Electrical Engineers:..........................................I Environmental Engineers:..................................1 Geologists: ....................................................................8 Registered Geologists:............................... ......3 Staff Geologists: ................................... ............5 Certified Environmental Assessors:...................3 Managing Technicians:...................................................2 Field Technicians:.........................................................60 Lab Technicians:...........................................................20 Dispatchers: ....................................................................2 Administrative Staff:.......................................................7 Total Current Staff. .................................................117 E;VFormsIQOSmith Emery LabaratoriesSOQ10-27-04.doe Page Iof 12 Celebrating 100 Years AN INDEPENDENT COMMERCIAL T.ESTILNG LABORATORY,ESTABLISHED 1904 .d CALIFORNIA:ANAHEIM,LOS ANGGELES { o� OREGON'SALEM 9e �w ORA�p� 1904-2004 LABORATORY CERTIFICATION AND ACCREDITATION We currently maintain the following certification and accreditation: City of Los Angeles We are certified by the City of Los Angeles Department of Building and Safety under Los Angeles Municipal Code Section 98.0503. Our Lab Certification identification Number is 2122. Our certification expires on June 1,2005. We are certified to, perform testing on the following materials; Soils, NDT, Fireproofing, Glazing, Concrete/Masonry/Grout Compression, Reinforcing Steel, Structural Steel, Slip Resistance, Stone, Tile, Ceramics, Curtain Walls,Industrial Storage Racks,Moment Frames,Load Testing,and Manholes. City of San Diego We are certified by the City of San Diego Development Services Department, Inspection Services Division as an Approved Construction Materials Testing Laboratory and Special Inspection Agency. Our certification expires in 2005. We are certified to perform testing and inspection on the following .materials; Concrete, Masonry, Structural Steel and Welding,Fire-Proofing,Reinforcing Steel,and High Strength Bolting. Division of the State Architect We are certified by the Division of the State Architect under ASTM E329 and relevant Section of the California Building Code, Our Lab Certification Identification Number is 25. Our certification expires on March 28,2005. We are certified to perform testing of the following materials; Masonry: Portland Cement, Masonry Units, Aggregates, Mortar and Grout, Masonry Prisms, Masonry Cores,Masonry Shear. Concrete: Aggregates,Tensile Splitting,Concrete Cylinders, Concrete Cores, Composite Construction Cores, Shotcrete Cores, Lightweight Concrete Fill Cores, Mix Designs, Gypsum,Expansion Bolts and Epoxy Anchors in Concrete. *We subcontract chemical analysis of cement. There are no DSA approved labs certified for this testing. Reinforcement: Reinforcing Bars, Prestressing Steel and Anchorage, Reinforcing Bar Couplers. *We subcontract chemical analysis of reinforcing steel for weldability. There are no DSA approved labs certified for this testing. Structural/Light Metals: Structural Metals, Light Gage Metals,High Strength Bolts,End Weld Studs, Open Web Steel Joists,and Aluminum Alloys. Foundation: Fill Material and Soil Compaction, Soil Bank Stability. Roofing: Roofing Tiles. E:!FormsIQC1Smith Emery Laboratories SOQ 10-27-04.doc Page 2 of 12 Celebrating 100 Years E F� AN INDEPENDENT COMMERCIAL TESTING LABORATORY,ESTABLISHED 1904 aR d CALiFORNIA:ANAHETM,Las ANGELES pep OREGON:SALEM 4DRAT6¢ 1904-2004 Certification and Accreditation-Division of the State Architect, Continued Other Capabilities: Proof Load, Tile, Window Wall, Fireproofing, Slip Resistance, Stone, Ceramics, Moment. Frames, and Load Testing, We are certified to perform inspection services in the following areas: Masonry Units: Reinforced Masonry Wood: Light Gage Metal Plate Trusses *We subcontract Glued Laminated Timber Fabrication, Timber Connector Installation, Hybrid Trusses Fabrication,and Wood I-Joists. Concrete: Batch Plant, Concrete and Reinforcement Placement, Prestressed Concrete, Shotcrete, Welding Reinforcing Bar, Expansion Bolt Tests and Anchor Installation, Epoxy Injection, Reinforced Gypsum Concrete. Structural/Light Metal: Shop Fabrication, High Strength Bolting Installation, Shear Stud Installation, Non- destructive Welding Inspection including; visual, magnetic particle, ultrasonic (ASTM E54 and ASNT); liquid penetrant,light gage metals,and aluminum alloys. *We subcontract radiographic.examination. NDT Personnel: We have on staff 2-ASNT Certified Level III and AWS/CWI, 24-Certified Level II and AWS/CWI,and 17-AWS/CWIs. Foundations: Soil Compaction, Piles,and Caissons. International Accreditation Service—Testing Agency We are accredited by the International Accreditation Service(formerly ICBO-ES)under ISO/IEC 17025, the international standard for the General Requirements for the Competence of Testing and Calibration Laboratories. Our Lab Certification Identification Number is TL191. Our accreditation expires on April 1,2006. We are accredited to perform testing the following materials; Physical Testing of Concrete under ASTM C39, C138, C143, C511, C617, and ICC ES AC170. Soil Testing under UBC 18-1 and 18-2. Physical Testing under ASTM A370, A4I6, A615, E18, ICC ES AC133, and ICC ES AC 129. Structural Testing of Panels under E72. Mortar and Admixtures under ICC ES AC87. Structural testing of Skylights, Windows,and Curtain Walls under ICC ES AC16 and ASTM E330. Structural Testing of Floor and Roof Diaphragms under ASTM E455. International Accreditation Service-Third Party Quality Control Agency We are accredited by the International Accreditation Service under ISO/IEC 17020, the international standard for the General Requirements for the Operation of Various Types of Bodies Performing Inspection. Our Lab Certification Identification Number is AA554. Our accreditation expires on March 1, 2006. E:IFornWQCSmith Emery Laboratories SOQ 10-27-04.doe Page 3 of 12 Celebrating 100 Years H-£4fRP AN INDEPENDENT COMMERCIAL TESTING LABORATORY,ESTABLISHED 1904 CALIFORNIA:ANALEIM�LOS ANGELES r y ORRGON:SALEM 4$ Nr4 ORATO 1904-2004 International Accreditation Service-Third Party Quality Control Agency-Continued We are accredited to perform Quality Assurance services for; Pre-cast Structural Concrete, Pre-stressed Concrete, Steel Fabrication, and Spa Shells.Please note that this accreditation does not apply to Deputy Inspection work. American Association of State and Highway Transportation Officials(AASHTO) We are accredited by AASHTO under AASHTO R18;Standard Recommended Practice for Establishing and Implementing a Quality System for Construction Materials Testing Laboratories. Our Lab Certification Identification Number is 280. Our accreditation expires on April 8,2005. We are accredited for testing of the following materials and ASTM test methods: + Aggregate: C40 Standard Test Method for Organic Impurities in Fine Aggregates for Concrete C 117 Materials Finer than 75µ(No. 200) Sieve by Washing C127 Specific Gravity and Absorption C128 Specific Gravity and Absorption C 136 Sieve Analysis C566 Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying C702 Standard Practice for Reducing Samples of Aggregate to Testing Size C1077 Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation + Portland Cement Concrete: C31 Standard Practice for Making and Curing Concrete Test Specimens in the Field C39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens C138 Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete C 143 Slump C172 Standard Practice for Sampling Freshly Mixed Concrete C 173 Air Content(By Volume) C231 Air Content(By Pressure) C617 Standard Practice for Capping Cylindrical Concrete Specimens C1064 Temperature of Freshly Mixed Concrete C 1077 Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation • Soil: D 421-02 Dry Preparation for Particle Size Distribution&Soil Constant D 422-63 Particle Size Analysis D 698-00 Compaction Characteristics by Standard Effort D 854-02 Specific Gravity of Soils E.1Forvu QC.Smith Emery Laboratories SOQ 10-27-04.doc Page 4 of 12 Celebrating 100 Years AN[NDEPENDENT COMMERCUL TESTING LABORATORY,ESTABLISHED 1904 L CALIFORNIA:ANAHEIM,Los ANGELES OREGoN:SALEM {94ORATO` 1904-2004 American Association of State and Highway Transportation Officials(AASHTO)-Continued • Soil: Continued D 1140-00 Materials Finer than 75um (No.200)Sieve D 1156-00 Density and Unit Weight by Sand Cone D 1557-02 Compaction Characteristics by Modified Effort D 1883-99 CA Bearing Ratio(CBR) D 2166-00 Unconfined Compressive Strength D 2216-98 Water Content D 2217-85 Wet Preparation for Particle Size Analysis D 24I9-02 Sand Equivalent Value of Soil and Fine Aggregate D2435-03 One-Dimensional Consolidation Properties D 2487-00 Classification of Soils D 2488-00 Description and Identification of Soils(Visual-Manual Procedure) D 3080-03 Direct Shear Test in Consolidated Drained Conditions D 4318-00 Liquid & Plastic Limit and Plasticity Index • Asphalt Concrete: D1560 Hveem Method D1561 California Kneading Compactor D6307 Asphalt Content of Hot Mix Asphalt(1HMA)by the Ignition Method • Metal: E 18 Rockwell Hardness M 111 Zinc(Hot-Dip Galvanized)Coatings on Iron and Steel Products- Adhesion of Coating M 270 Tension Test R:lFormsIQCVSm th Emery Laboratories SOQ 10-27-04.doc Page 5 of 12 Celebrating 100 Years AN INDEPENDENT COMMERCIAL TESTING LABORATORY,ESTABLISHED 1904 �l 4 CALIFORNIA:ANAIIEIM,Los ANGELES OREGON.SALEM �eORAYa4�g 1904-2004 Certification and Accreditation-Continued American Architectural Manufacturers Association We are certified by the American Architectural Manufacturers Association under ISO/IEC I7025, the international. standard for the General Requirements for the Competence of Testing and Calibration Laboratories. There is no Lab Certification Identification Number for this certification. Our certification expires on.tune 11,2006. We are certified to perform testing to the following standards: ASTM E283: ' Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls,and Doors Under Specified Pressure Difference Across the Specimen. ASTM E330: Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. ASTM E331: Standard Test Method for Water Penetration of Exterior Windows,Curtain Walls, and Doors by Uniform Static Air Pressure Difference. ASTM E547: Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Difference. ASTM E 1105: Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Curtain Walls,and Doors by Uniform or Cyclic Static Air Pressure Difference. ASTM E1233: Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Differential. AAMA 501.1: Standard Test Method for Exterior Windows, Curtain Walls, and Doors for Water Penetration Using Dynamic Pressure. AAMA 501.2: Field Check of Metal Storefronts,Curtain Walls, and Sloped Glazing Systems for Water Leakage. U.S Army Corps of Engineers We are accredited by the Department of the Army,Engineer Research and Development Center,Geotechnical and Earthquake Engineering Branch under Engineer Regulations 1110-1-8100(Laboratory Investigations and Testing)and 1110-1-261 (Quality Assurance of Laboratory Testing Procedures). Our accreditation expires on July 27,2006. We are accredited for testing of the following materials and ASTM test methods: * Aggregate: C40 Standard Test Method for Organic Impurities in Fine Aggregates for Concrete C117 Materials Finer than 75pi(No.200) Sieve by Washing C127 Specific Gravity and Absorption C 128 Specific Gravity and Absorption C136 Sieve Analysis C566 Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying C702 Standard Practice for Reducing Samples of Aggregate to Testing Size D2419 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate E:iForms!QC'S'mah Emery Laboratories SOQ 10-27-04.doc Page 6 of 12 U.S Army Corps of Engineers- Continued • Portland Cement Concrete: C31 Standard Practice for Making and Curing Concrete Test Specimens in the Field C39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens C 138 Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete C 143 Slump C 172 Standard Practice for Sampling Freshly Mixed Concrete C 173 Air Content(By Volume) C231 Air Content(By Pressure) C511 Standard Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic Cements and Concretes C617 Standard Practice for Capping Cylindrical Concrete Specimens C 1064 Temperature of Freshly Mixed Concrete C 1077 Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation • Soil: D 421-02 Dry Preparation for Particle Size Distribution&Soil Constant D 422-63 Particle Size Analysis D 698-00 Compaction Characteristics by Standard Effort D 854-02 Specific Gravity of Soils D 1140-00 Materials Finer than 75um (No.200) Sieve D 1156-00 Density and Unit Weight by Sand Cone D 1557-02 Compaction Characteristics by Modified Effort D 1883-99 CA Bearing Ratio(CBR) D 2I66-00 Unconfined Compressive Strength D 2216-98 Water Content D2435-03 One-Dimensional Consolidation Properties D 2487-00 Classification of Soils D 2488-00 Description and Identification of Soils(Visual-Manual Procedure) D 3080-03 Direct Shear Test in Consolidated Drained Conditions D3740-01 Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction D 4318-00 Liquid&Plastic Limit and Plasticity Index D4546-03 Standard Test Methods for One-Dimensional Swell or Settlement Potential of Cohesive Soils E.lForms'iQOSmith Emery Laboratories SOQ 10-27-04.doc Page 7 of 12 Celebrating 100 Years AN INDEPENDENT COMMERCIAL TESTING LABORATORY,ESTABLISHED 1904 -4 CALIFORNIA:ANAHEIM,Los ANGELE5 9 �g ORFGON:SALEM 1 O&Aia� 1904-2004 THIRD PARTY AUDITS We are audited by the following agencies on a regular basis: Cement and Concrete Reference Laboratory for testing of Portland Cement Concrete and Aggregates for Concrete under ASTM C1077, as well as Reinforcing Steel under ASTM A615/6.15M and A706/706M, and for compliance with ASTM E329 and AASHTO R18. American Materials Research Laboratory for testing of Soil under ASTM D3740, Asphalt Concrete under ASTM D3666,and Metal under ASTM D3740,as well as compliance-with ASTM E329 and AASHTO R18. City of Los Angeles Department of Building and Safety for testing under the relevant standards for the testing listed on our certificate,and for the requirements of the Los Angeles Municipal Code 98.0503. City of San Diego Development Services Department, Inspection Services Division for testing under the relevant standards for the testing listed on our certificate. American Architectural Manufacturers Association for testing under the relevant standards for the testing listed on our certificate and for compliance with ISO/IEC 170h5, the international standard for the General Requirements for the Competence of Testing and Calibration Laboratories. International Accreditation Service for compliance with. ISO/IEC 17025, the international standard for the General Requirements for the Competence of Testing and Calibration Laboratories. International Accreditation Service for compliance with ISO/IEC 17020, the international standard for the General Requirements for the Operation of Various Types of Bodies Performing Inspection. Division of the State Architect for testing udder the relevant standards for the testing listed on our certificate_ ,and for the requirements of the Part l and Part 2 of Title 24 of the California Building Code. Metropolitan Transit Authority for general laboratory quality control functions as well as specific testing methods on a job to job basis. ANSI/ASME NQA-1 for compliance to quality control and management provisions of ASME NQA-1 requirements for laboratories performing testing for nuclear projects,and inclusion on Bechtel National's approved subcontractor list (ASL). U.S Army Corps of Engineers for compliance with Engineer Regulations 1110-1-8100(Laboratory Investigations and Testing)and l 110-1-261 (Quality Assurance of Laboratory Testing Procedures). E.IFormslQC$mith.Emery Laboratories SOO 10-27-04.doc Page 8 of 12 Celebrating 100 Years t N � AN INDEPENDENT COMMERCIAL TESTING LABORATORY,ESTABLISHED 1904 A —� CALIFORNIA:ANAHEm,LOS ANGELES OREGON:SALEM 4ORA7��` 1904-2004 PROFICIENCY SAMPLE PROGRAM PARTICIPATION . We participate if the following reference sample programs: • Cement and Concrete Reference Laboratory for testing of freshly mixed Concrete: ASTM C173 Air Content(By Volume) ASTM C231 Air Content(By Pressure) ASTM C143 Slump ASTM C138 Unit Weight ASTM C 192 Making and Curing Concrete Test Specimens ASTM C 1064 Temperature of Freshly Mixed Concrete • Cement and Concrete Reference Laboratory for testing of hardened Concrete: ASTM C39 Compressive Strength of Molded Concrete Cylinders • Cement and Concrete Reference Laboratory for testing of Masonry: ASTM C140 Sampling and Testing Concrete Masonry Units • American Materials Research Laboratory for testing of Fine Aggregates: ASTM C117 Materials Finer than 75p(No.200)Sieve by Washing ASTM C 136 Sieve Analysis ASTM C128 Specific Gravity and Absorption ASTM C88 Sulfate Soundness ASTM D2419 Sand Equivalent • American Materials Research Laboratory for testing of Coarse Aggregates. ASTM C 117 Materials Finer than 75µ(No.200) Sieve by Washing ASTM C 136 Sieve Analysis ASTM D4791 Flat and Elongated Particles ASTM C 127 Specific Gravity and Absorption ASTM C 131 Los Angeles Abrasion ASTM C88 Sulfate Soundness • American Materials Research. Laboratory for testing of Soil. ASTM D2844 Resistance(R)-Value ASTM D421 Sample Preparation ASTM D422 Particle Size Analysis ASTM D4318 Liquid Limit ASTM D4318 Plastic Limit ASTM D698 Moisture Density Relation(2.5kg rammer) ASTM D854 Specific Gravity E:WormsVClSmith Emery Laboratories SOQ 10-27-04.doc Page 9 of 12 Celebrating 100 Years �\I H E 4 f AN IlNDEPENDENT COMMERCIAL TESTING LABORATORY,ESTABLISHED 1904 CALIFORMA:ANAHEI.M,Los ANGELES (9 OREGON:SALEMI ORATO 1904-2004 Proficiency Sample Program—Continued American Materials Research Laboratory for testing of Not Mixed Asphalt Concrete. ASTM C 136 Sieve Analysis of Aggregates CTM 382 Extraction by Ignition Oven CTM 105 Calculations Pertaining to Gradings and Specific Gravities of Aggregates CTM201 Sample Preparation CTM202 Sieve Analysis Asian Pacific Laboratory Accreditation Council for Structural Steel Tension and Hardness Testing. ASTM E18 Rockwell Hardness ASTM A6 Tensile Properties of Steel: Diameter, Gage Length, Yield by 0.2% offset, Tensile, elongation, Area Reduction E:VFormsIQCVSmith Emery LaboratoriesSOQ 10-27-04-doe Page 10 of 12 Celebrating 100 Years �A Fp AN INDEPENDENT COMMERCIAL TESTING LABORATORY,ESTABLISHED 1404 r0 1 CALIFORNIA.ANAiamm,LOS A:NGELE5 C OREGON'SALEM �0ORAso: tq 1904-200d AVAILABLE TECHNICAL RESOURCES—SMITH-EMERY COMPANIES Principals JamesE.Partridge P.E.-Civil.................. .............................._..-----...........,........................_..__..._..........................President Professional Staff James E.Partridge P.E.-Civil,M.S.C_E, U. C.Berkeley Praful Patel P.E.-Metallurgy, Ph.D,Sheffield University, U.K. Artedi Cortez P.E.. G.E., M.S.C.E. World Open University,S Dakota Guilda Neshvad,Ph.D.-Chemistry,Essex University,U.K. John Latiolait P.E.-Civil,B.S.C.E.,Cal State University,Long Beach Ester L.Trivino R.G.,R.E.A,M.S.,Loma Linda University Robert Theodore Peet P.E.-Civil,B.S.C.E., University of Pittsburgh Ayesha S.Syeda R.E.A.,M.S.,Cal State University,Long Beach Andrew Tan P.E.-Civil,B.S.C.E.,CaCState University,Long Beach Jim T.Madden R.G.,R.E.A.,B_S.,Lorna Linda University Simon Bittar E.LT,B.S.C.E,Cal State University,Los Angeles Daniel M.Slater,B.S.,University of Southern California Angelito Cabanilla,B.S.C_E.,Adamson University,Philippines Joseph G.Ramm,R.E.,R.E.A.,B.S.,California Lutheran University Jaime Ordonez,B.S.C.E.,National University,Philippines Rico Lubas,B.S.M.E.,Central Philippines University Agerico Banzucla,B_S.E.M„tbllT,Philippines Rafael Cruz,B.S.E.E.,University of Santo Tomas William Bote,B.S.C.E,Central Luzon Polytechnic,Philippines Dante Sedantes,B.S.C.E.,Central College of the Philippines Janeth Quintero,B.S.C.E,Javeriana University,Bogotd Colombia Meredith Church,M.S.,Loma Linda University Ildebrando Resurreccion,B.S.C.E.,Far Eastern University,Philippines Mathew Rodda,R.E.A. E:1FormslQCiSmith Emery LaboratoriesSOQ 10-27-04.doc Page I I of 12 Celebrating 100 Years 04ffi0AN INDEPENDENT COMMERCIAL TESTING LABORATORY,ESTABLISHED I904 CALIFORNIA:ANAHEIM,LOS ANGELES 9 - �gOREGON:SALEM QRATd�� 1904-2004 End of Document. E:IFormslQCWmiih Emery Laboratories SOQ 10-27-04.doe Page 12 of 12 Cost and Price RATo�� Smith-Eatery Laboratories All on-site testing and special inspection are Included in the hourly rates for labor. *Cost Estimate enclosed in separate sealed envelope. "Ourfinancial strength and stability is proven as we celebrate our 100,A year. " -Chuck Adams Chief Financial Officer m A Exceptions 1 Deviations 9�a�a�a¢*�� Smith-Emery Laboratories Smith-Emery Laboratories does not take any exceptions to or deviations from the requirements of the RFQ. A Appendices {�QORA'ro�`,�� Smith-Emery Laboratories Smith-Emery Laboratories will attend the Pre-construction conference with the general contractor and his subcontractors, along with the construction management staff. Smith-Emery Laboratories will perform testing and inspection as required by the project plans and specifications, the Caltrans Construction Manual, California Building Standards Administrative Code, Division of State Architect and as directed by the project manager. Multi-licensed inspectors will be used as often as possible and all staff will sign in and sign out as directed by the project manager. Notification for 'a first-day inspection is requested at least 24 hours in advance_ Subsequent 'inspections need only be acknowledged by on-site communication with inspection staff. "Smith-Emery Laboratories maintains current insurance at all times - valued at over 4,000,000. All of our Insurance: employees are covered by Smith-Emery Laboratories maintains and will continue to maintain valid workers compensation insurance throughout the duration of the contract. insurance. " Smith-Emery Laboratories meets and/or exceeds all coverage minimums -Helen Choe as required by the City of Huntington Beach. Contracts Manager Smith-Emery Laboratories is insured by the following: Hartford Fire Insurance Company National Union Fire Insurance Company Lexington Insurance Company State Compensation Insurance Fund k 1 4 l It I t Our Authorized Insurance Representative is: Gallagher Construction Services " 580 California Street, Suite 1400 San Francisco, CA 94104-1035 (800) 500-7202—Phone (415) 391-1882—Fax 9eaRA-To4`��0� Smith-Emery Laboratories Smith-Emery was also recently-featured in an article in the Downtown L.A. News. This article highlights our expertise in testing and inspection and x_ � reiterates the fact that we are the industry leader. F Conflicts of Interest: _. As of the date of this proposal, we are not aware of or do not foresee any conflicts of interest which would be created by the contract with for the "They[Smith-Emery] have project as same as defined by California Law. We will report any and all the best reputation in the suspected conflicts of interest, existing or potential, to Owner immediately. business. " Recycling: -Mark Kersey Concrete is-often recognized as rigid and permanent, anything but Project Executive reusable. But like many aspects of design and construction, technology is Clark Construction changing the rules of industry practices. Today, the industry norm is to gain Caltrans District 7 HO as much economy as possible for the re-use and recycling of construction Los Angeles. CA and demolition (C&D)waste, including concrete. According to the LEER Silveri^" Environmental Council of Concrete Organizations(ECCO), C&D waste comprises one-quarter to one-third of municipal solid waste, with concrete, asphalt and rubble representing approximately half of the total amount, With landfill space at a premium, and the costs and environmental impact of hauling and dumping also increasing, recycling old concrete into new aggregate is economically and environmental advantageous. -_, Smith-Emery is committed to our environment, thereby we recycle sampled 4Z� - materials. This year, we anticipate testing roughly 75,000 concrete cylinder test samples_ At 30 pounds per sample we will recycle 2,250,000 pounds A� 1 of concrete which will be transformed into crushed aggregate base material, used in landscape retaining wall schemes and other recycled concrete ` material usage. We also anticipate several thousand tons of rebar that will be sampled, tested and recycled this year. %*N.1 4 � f� 4�1 edRAT4Q`,�� Smith-Emery Laboratories "The Inspection firm shall purchase and maintain such insurance as will protect the firm from claims under workers' compensation laws and STATE employee benefit acts, and as will protect the proposing firm and Owner from General Liability, Automobile Liability and Property Damage claims which may arise out of or result from the proposing firm's operations under Contract, whether such operations be by himself or by a Subcontractor or anyone directly or indirectly employed by any of them. This insurance shall name the Owner as additional insured. Certificates of such insurance shall be filed with the Owner prior to commencement of work. The Owner shall be responsible for purchasing and maintaining his own liability insurance and, at his option, may maintain such insurance as will protect him against claims which may arise from his operations under Contract." Smith-Emery Company is pleased to inform you that it is able to comply with ALL the insurance requirements lister) above. Our company maintains Workers' Compensation insurance on ALL its employees so that every individual who works on your project either directly or indirectly is already covered by Workers' Compensation insurance and will remain covered. We know that many of our competitors use independent contractors (also referred to as1099 employees) to staff their respective projects and these individuals are NOT covered by Workers' Compensation insurance. We strongly encourage the Owner to demand proof of coverage by Workers' Compensation insurance on all the individuals providing inspections on and off-site since they have the greatest risk of injury and have legal recourse in the civil courts again the Owner if they have an injury or accident. Providing Workers' Compensation insurance for all our employees is very expensive as we are certain you know only too well from your own Workers' Compensation premium costs_ We are very proud to provide all our customers with the peace of mind that comes from knowing their liability is significantly reduced because they are working with a company whose business practices are customer-oriented and who follow ail legal requirements to the letter. Of course, this comfort comes with a price and our unit prices may be higher than other companies you have asked to bid on this project. If our competitors bidding on this project intend to be honest and provide the Owner with all that has been requested in this section, their unit rates should also reflect these costs_ If you receive proposals with much lower rates, we would highly suspect that they are not going to provide you with the insurance you are requiring. We believe this is important for the Owner to understand as we are proud of the protection we provide our customer by covering our most valuable commodities - our employees and our customers. EXHIBIT B SMITH-EMERY LABORATORIES SCHEDULE OF FEES City of Huntington Beach Southern California Area June 2005 SMITH-EMERY LABORATORIES SCHEDULE OF FEES Table of Contents Effective June 2005 Southern California Area Professional Staff, Memberships, and Accreditations ........................................... 1 Charges for Services and Contract Terms........................................................... 2-3 Inspection Services .........................................................................4-5 Laboratory Services............................................................................................. 6-8 General Laboratory................................................................................................. 9 Concrete.................................................................................................................. 9 Call the Physical Laboratory for Concrete Mix Designs. Reinforcement....................................................................................................... 10 Masonry................................................................................................................ 11 Construction Materials ......................................................................................... 12 Calibration ............................................................................................................ 13 CeramicTile ......................................................................................................... 14 Plastic and Plumbing ........................................................................ .... 15 Metallurgical................................................................................ ............... 16-17 CurtainWall.......................................................................................................... 18 Geotechnical .................................................................................................... 19-22 Chemical ..........................................................................................................24-2 7 San Bernardino / Riverside / Orange County 714/238-6133 • FAX 714/238-6144 Los Angeles 213/749-3411 • FAX 213/ 741-8620 Southern California Area SMITH-EMERY LABORATORIES Principals JamesE.Partridge P.E.-Civil,...........................—......................._....................................................................................._..........President Professional Staff James E.Partridge P.E.-Civil,M.S.C_E, U. C.Berkeley Praful Patel P.E.-Metallurgy, Ph.D.,Sheffield University, UK. Artedi Cortez P.E.,G.E.,,M.S.C.E. World Open University,S.Dakota Guilda Neshvad,Ph.D.,Essex University,U.K. John Latiolait P.E_-Civil,B.S.C.E.,Cal State University,Long Beach Ester L.Trivino R.G.,M.S.,Loma Linda University Robert Theodore Peet P.E.-Civil,B.S.C.E., University of Pittsburgh Ayesha S.Syeda R_E.A.,M.S.,Cal State University,Long Beach Andrew Tan P.E.-Civil,B.S.C,E,,Cal State University,Long Beach. Jim T.Madden R_G.,R.E.A.,B.S.,Lama Linda University Simon Bittar E.LT,B,S.C.E,Cal State University,Los Angeles Daniel M.Slater,B.S., University of Southern California Angelito Cabanilla,B.S.C.E.,Adamson University,Philippines Joseph G.Ramm,B.S.,California Lutheran University Jaime Ordonez,B.S.C.E.,National University,Philippines Rico Lubas,B.S.M.E.,Central Philippines University Angerico Banzuela,B.S.C.E.,MIT,Philippines Rafael Cruz,B.S.E.E., University of Santo Tomas William Bote,B.S.C.E, Central Luzon Polytechnic,Philippines Dante Sedantes,B.S.C.E.,Central College of the Philippines Partial List of Professional Membership of Staff Personnel International Conference of Building Officials American Institute of Chemical Engineers American Concrete Institute American Society of Safety Engineers American Marketing Association American Welding Society American National Standards Institute Association of Engineering Geologists American Society of Civil Engineers Society of Petroleum Engineers American Society for Non Destructive Testing Geological Society of America American Society for Testing Materials International Association of Plumbing& Construction Specifications Institute Mechanical Officials Society of Fire Protection Engineers Structural Engineers Association of Southern California California Geotechnical Engineers Association National Society of Professional Engineers Partial List of Accreditations American Water Works Association International Code Conference(ICC/ICBO) California Department of Health, National Bureau Regulatory Commission Sanitation,and Radiation Dept, Nuclear Regulatory Commission Ceranuc Tile Institute United States Navy City and County of San Francisco Office of Statewide Health Planning and Development City of Los Angeles Division of the State Architect California Department of Transportation American Architectural Manufacturers Association International Accreditation Service NQA-1 (Bechtel ASL) 1 Southern California Area Charges for Services and Contract Terms The Charges for Services and General Conditions set forth below will govern the provision of services and will constitute the contract terms,between Smith-Emery Laboratories("Smith-Emery")unless the Client and Smith-Emery have executed a written contract with respect to such services,in which case the terms and provisions of the written contract shall control. 1. Working Conditions and Hours 1.1 Minimum Charges No minimum charges will apply.All hours worked will be billed in 2,4,6,8 hour increments for Onsite Inspection and Testing 1.2 Regular Time First 8 hours,Monday through Friday. 1.3 Time and One-Half Hours 9 through 12,Monday through Friday. Hours 1 through 12 Saturday. Day Shift between 3:00 a.m.and 5;00 a.m. 1.4 Double Time All hours after 12 Monday through Saturday and all day Sunday. All holiday hours for in-plant off-site shop inspections. The first Saturday following the first Friday of the months of June and December. 1.5 Triple Time Holiday at jobsite.Holidays are: New Year's,Memorial,Independence,Labor,Veterans,Thanksgiving,Day after Thanksgiving, and Christmas. 1.6 Travel Time and Mileage Travel Time and Mileage Will Not Apply For This Project. (Travel Time and Mileage Will Apply For Projects That Are Outside of Our 51)rnile radius.) 1.7 Parking When not furnished for inspector,parking will be charged as paid by the inspector. 1.8 Subsistence Per Diem Charges Du Not Apply For This Projeet 1.9 Shift Differential Second(Swing Shift)--Eight(8)hours will be charged for first 7'/2 hours worked. Time worked in excess of 7'/z hours will be billed at time and one-half rate_ Third (Graveyard Shift) -- Eight (8)hours will be charged for first 7 hours worked. Time worked in excess of 7 hours will be billed at time and one-half rate. Northern California Steel Shops--add 12.5%for Night Shift Differential. 1.10 Completion Inspector will remain on job until discharged by competent authority 1.11 Cancellation No charge if made before 4:00 p.m.of the preceding day.See Minimum Charge. 1.12 insurance Smith-Emery carries all insurance required by law. Additional costs of extra insurance certificates,coinsurance endorsements or additional insurance will be invoiced to the client. 2 Southern California Area Charges for Services and Contract Terms - Continued Z. Terms of Payment 2.1 Upon ordering work from Smith-Emery and in consideration of the extension of credit,Client and Smith-Emery agree as follows: a. invoices for services will be rendered weekly and payments thereof are due upon presentation of invoice. b_ Where credit terms have been requested and approved by Smith-Emery,invoice terms will be net fifteen(15)days. c. Client will notify Smith-Emery of any invoice errors or necessary corrections within fifteen(15)days of receipt of invoice; thereafter,client acknowledges invoices shall be deemed to be correct. d. Invoices shall be deemed delinquent if not paid within thirty(30)days from the date of invoice,and will be subject to a late payment charge of 1.5%of the invoice total plus an additional charge of 1.5%of the invoice total for each month for additional credit and collection expense incurred thereby. e. Smith-Emery reserves the right to terminate its Services to Client,with 3-day notice, if all invoices are not paid currently. Upon such termination of Services, the entire amount accrued for all Services performed shall immediately become due and payable. Client waives any and all claims against Smith-Emery, its subsidiaries, affiliates, servants and agents, in connection with termination of work pursuant to this paragraph. f. Should Smith-Emery deem it necessary to refer a past-due account to an attorney or to file suit for collection,Client agrees to pay all actual expenses and costs incurred thereby, including actual attorney's fees and costs. Jurisdiction and venue of all such actions and any other actions arising from this agreement or the provision of services by Smith-Emery shall be in Los Angeles County,State of California. 3. Escalation Clause 3.1 The prices quoted below for All Services are firm until November°°2005. On August first of each year thereafter,the charges for services set forth in this Schedule of Fees will be adjusted by corresponding changes in our general administrative and overhead expenses. These adjusted charges shall become the agreed upon basis for charges by Smith-Emery to Client. 4. Anticipated Costs 4.1 Client recognizes and agrees that any"anticipated costs," "budget estimates,"or the like that may be prepared by Smith-Emery are NOT "guaranteed maximums,""lump sums,"or"not-to-exceed totals." Client will be invoiced for all work performed and only for work performed based on Smith-Emery's Working Conditions and Hours as an attachment to their contract. 4.2 The Client recognizes that if Shop Steel inspection is listed in the proposal,that unless noted,the inspection is estimated to be performed in only one steel fabrication facility. In addition, it is recognized by the Client that any weekly overtime hours, Saturday or Sunday work, double shift, and/or night shift differential for shop steel inspection is not included in this proposal unless noted. 3 Southern California Area Schedule of Fees for Inspection Services The prices quoted below for inspection Services are firm until June 31'. On August first of each year thereafter,the charges for services set forth in this Schedule of Fees will be adjusted by corresponding changes in our general administrative and overhead expenses. These adjusted charges shall become the agreed upon basis for charges by Smith-Emery to Client. Special prices quoted to City of Huntington Beach.All invoices paid within 30 days. Concrete Inspection Steel Shop-Visual Inspection 1110 Shoring $57.00 $75 00 1210 Visual 5 .00 75-00 $ 1111 Foundations 75.00 1211 Materiall.D. 7500 1112 Walls/Columns 75.0 1212 Quantity Verification 7S 00 1113 Slabs on Grade 75.00 1213 Procedure Qualification 75.00 1114 Elevated Slabs 75 00 1214 Welder Qualification 75-00 1115 Slabs-Metal Deck 75.00 1216 1'W=st Plant 65.0 7500 1117 Gunite/Shotcrete 73-00 Steel Shop-Non-Destructive Testing ills Prestress/Post-Tension 79.00 2210 Ultrasonic(Plus Equipment) 61.00 1119 Batch Plant 75.00 2211 Magnetic Particle(Plus Equipment) 61.00 Masonry Inspection 2212 Dye Penetrant(Plus Equipment) 61.00 1410 Retaining Walls $57.00 75.00 2400 NDT Equipment,per day 61.00 1411 Structural Walls 75.00 1412 Stair Shaft 7509 Miscellaneous Inspection 1413 Veneer 75.00 1613 Fiberwrap $57.00 7400 1414 Grouting 7500 2010 Essential Building Inspector 75.00 1415 Repointing 75 00 2013 Concrete/Epoxy Injection 75-00 1416 Pressure Grouting 75.00 2014 Dowels/Anchors-Pull/Torque 7500 Fireproofing Inspection 9310 Quality Control Inspection 75.00 1810 Thickness Evaluation $57.00 7540 9311 Epoxy Dowels/Anchors 75-00 1811 Density Sampling 75 nn 9312 Expansion Anchors 75.00 1812 Repair Application 75.00 9313 Grouting of Baseplate 75.90 1813 Adhesion/Cohesion 75.00 1815 Miscellaneous Inspection :75-00 Steel Field-Visual Inspection 1817 Combination Concrete/Soils 77.00 1310 Weld-Frame $57.00 75-00 1818 Project Inspector/IOR/OSA By Quote 1311 Weld-Deck 75 g0 2016 Deputy Grading Inspector 90.00 1312 Weld-R.ebar 75.00 Additional Services 1313 Weld-Shoring 7500 2018 Seismic Evaluation By Quote 1314 Weld-Miscellaneous 7500 9110 Report Charge,each 1.75 1315 High Strength Bolts 75.00 9119 Cellular Phone,per day 35.00 1316 Curtain Wall 73.00 1317 Procedure Qualification ^re.nn 1318 Welder Qualification 75.0 1319 Precast Panel 7500 Steel Field-Non-Destructive Testing 2310 Ultrasonic(Plus Equipment) S61.00 74-A0 2311 Magnetic Particle(Plus Equipment) 75,90 2312 Dye Penetrant(Plus Equipment) 75.00 2400 NDT Equipment,per day 40.00 4 Southern California Area Schedule of Fees for Inspection Services — Continued Professional Staff Activity Cost Registered Professional Engineer,Laboratory,per hour......................................................................................9602.................................S 138.00 StaffEngineer,per hour.......................................................................................................................................9600...................._....._.......... 95.00 MetallurgicalEngineer.per hour....-...................................................................................................................6933....................................200,00 Inspection Supervisor,regular time,per hour......................................................................................................1247.._........—........................85.00 Level III Supervisor—ASNT,per hour................................................................................................................2443........_...........................100.00 Expert Witness Testimony Court Appearance,per hour,four-hour minimum........................................................................................9603....................................350.00 Preparation for Court,Consultations,per hour............................................................................................9605..._................................250.00 Plus actual expenses when out-of-town Administrative Fees Administrative Support for Special Projects........................................................................................................9000....._....._+20%of Hourly Rate ReportCopy Charge,per sheet....-......................................................................................................................9110........................................1.75 FileRetrieval,per file..........................................................................................................................................9104......................................20.00 Insurance,Extra Charges as ordered by Client....................................................................................................9105................................By Quote Administrative Office Support..................... ............... ....................................... ..................•.... 9106......................................46.00 Processing Certificates,Affidavits&Notary Services each................................................................................9108......................................16.00 TaskTracking......................................................................................................................................................9114.............._.......................65.00 ShippingCharges.................................................................................................................................................9200...................................At Cost Facsimile,per page....._...----...........................................................—............................................................_....._...........................................1.00 Reproduction,per page........................................................................................................................................................................................1.50 ReportSurcharge,per copy................................................................................................................................................................................50.00 CellularTelephone,per day.................................................................................................................................9119......................................35,00 AirExpress/Delivery,each......... ......................................................................................................................................................................35.00 ContractedServices.................................................................................................................................................................................Cost+20% FinalReport...................... .............. ...... ............ ........................ 9111................................By Quote Subsistence..........................................................................................................................................................1103............................ 100 per day TravelTime.....................................................-...................................................................................................1102................................By Quote Mileage,per mile.................................................. ............................................................... 1101........................................0.75 Outside Services ConcreteCore Cutting.........................................................................................................................................4313..................._........Cost+25% MaterialsPurchased........—.—..............................................................................................................................4406................................By Quote Rentalof Equipment............................................................................................................................................4416........_..........._.......Cost+20% Outside Laboratory...—...................... ................ ........ ..... ... 4417................................By Quote OutsideServices..................................................................................................................................................9702............................Cost+25% Notes : Verbal requests will be considered authorization to perform billable work,please designate those members of your staff who have authority to request our services. 5 Southern California Area Schedule of Fees for Laboratory Services Smith-Emery Laboratories - A division of Smith-Emery Laboratories Professional Staff Activity Cost Registered Professional Engineer,Laboratory,per hour......................................................................................3011.................................$ 138.00 StaffEngineer,per hour.......................................................................................................................................3015...................................$95.00 Laboratory Supervisor,regular time,per hour.....................................................................................................3012.........,.....,..............._....._85.00 Test Technicians--Laboratory,regular time,per hour........................................................................................3013......................................55.00 Test Technicians--Away from Lab,regular time,per hour............... ............................................................3014......................................65.00 Expert Witness Testimony Court Appearance,per hour,four-hour minimum........................................................................................9603....................................350.00 Preparation for Court,Consultations,per hour............................................................ ...............................9605....................................250.00 Plus actual expenses when out-of-town Field Services Technician with Pachometer,per hour.................................................................................................................3110......................................65.00 Fireproofing Technician,per hour.......................................................................................................................3210..............................._......57.00 FirestoppingTechnician.......................................................................................................................................3211_.....................................5T00 BatchPlant Technician...................................................................... .................................................................3310......................................57.00 RoofingTechnician,per hour..............................................................................................................................3410.........................._....._.....57.00 Membrane Technician,per hour............... ................ ........._..........................................3510..................,...................57.00 Roofing/Waterproofing Technician,per hour......................................................................................................3511......................................57.00 Water Control Technician,per hour....................................................................................................................3610.....................---..............57.00 Field Coring Technician,per hour..................... Mileage................................................................................................................................................................5101........................................0.75 Special Testing/Inspection Services.....................................................................................................................4420................................By Quote Add for equipment used away from Lab,per hour.......................................................................................................................................By Quote Structural Investigations of Existing Buildings ........................................................................................................................................................ Overtime Monday through Friday,Over 8 Hours or after 4:00 p.m.;Saturday, 1 to 12 Hours......................................................................time and one-half Sundays and Holidays, 1 to 8 Hours...............................................................................................................................................time and one-half Monday through Saturday,Over 12 Hours;Sundays and Holidays,Over 8 Hours.................................................................................double time Administrative Fees Administrative Support for Special Projects........................................................................................................3074...._.......+20%of Hourly Rate AdministrativeOffice Support............................................................................................................................3075......................................46.00 TaskTracking......................................................................................................................................................3076......................................65.00 ReportSurcharge,per copy.............I.................................. ................................................................................3077......................................50-00 ReportCopy Charge,per sheet............................................................................................................................3078........................_...............1.75 Reproduction,per page........................................................................................................................................3079........................................1.50 FileRetrieval,per file..........................................................................................................................................3080......................................20.00 Insurance,Extra Charges as ordered by Client....................................................................................................3081...................._...---.....By Quote Processing Certificates,Affidavits&Notary Services,each................................................................................3082................................._....25.00 Facsimile,per page..............................................................................................................................................3083...................................—.1.00 ShippingCharges.................................................. ... ._...... ...., 3084...................................At Cost AirExpress/Delivery,each..................................................................................................................................3095............................Cost+20% CellularTelephone,per day.................................................................................................................................3086......................................35.00 ContractedServices.............................................................................................................................................3087............................Cost+20% 6 Southern California Area Laboratory Services-Continued Miscellaneous Support Fees Activity Cost GeneralTesting-Rush Charges_....._.... .................._..........._._............................................................. ...._4912......................... ............1500/0 Miscellaneous Sample Pick-up,per hour.............................................................................................................5022.....---..............................50.00 Miscellaneous Pick-up,per trip minimum............. SamplePreparation....................................................................................._._..................................................4408................................By Quote FinalReport.........................................................................................................................................................9111................................By Quote SampleDisposal..................................................................................................................................................4425................................By Quote SpecialTest Set-Up..............................................................................................................................................4422................................By Quote Material................................................................................................................................................................4406................................By Quote Subsistence..........................................................................................................................................................1103..............................85 per day TravelTime............................................. ............................................................................................................4456.............................55 per hour Mileage,per mile.................................................................................................................................................5101........................................0.75 Equipment Charges Skidmore,per day........................................... ...................................................................................... .............4415......................................50.00 TorqueWrench,per day.......................................................................................................................................4413................................_...25.00 Multiplier,per day.............................. ............ ............................................4414......................................10.00 Pull Test Equipment(ram,pump,gage),per day.................................................................................................4464...............................-- ....50-00 Dynamometer,per day............ ............................................................................................................................4465......................................25.00 Schmidt Hammer,per day.............................. ................................ 9704......................................40.00 Windsor Probe,per location(3-shots).................................................................................................................9705......................................50.00 RentalDipstick 2000,per week..................................................................................................................... .....4825.......................,..........2500.00 Flatness Testing,(under I0,000-square feet),per hour........................................................................................4814....................................135.00 Flatness Testing,(over 10,000-square feet),per square foot................................................................................4826....................--..................0,05 FieldHardness Equipment,per day.....................................................................................................................9117......................................50,00 Metallographic Replication Kit,per day..............................................................................................................9118............................11......,.50.00 DryFilm Thickness Gage....................................................................................................................................4409...................---...---..........40.00 Misc.Equipment Charge.....................................................................................................................................4416................................By Quote Photostressperday ..---. ................................................... ................................, ..........................................................By Quote Vibration and Sound Monitoring,per day...................................................................................................................................................By Quote Outside Services ConcreteCore Cutting.........................................................................................................................................4313............................Cost+25% MaterialsPurchased..-..................................................I........I.........I.................. ......................11........................4406................... ...........By Quote Rentalof Equipment............................................................................................................................................4416............................Cost+20% OutsideLaboratory..............................................................................................................................................4417................................By Quote OutsideServices..................................................................................................................................................9702............................Cost+25% Product Evaluation Services CodeConsulting.........................................................................................................................................................................................By Quote ICBO ES Fabricator Quality Assurance Services........................................................................................................................................By Quote ICBO ES Product Evaluation Services........................................................................................................................................................By Quote CISCA Product Evaluation Services_............................................................................................ ............................_.............................By Quote AAMA Product Evaluation Services...........................................................................................................................................................By Quote ATC 24 Product Evaluation Services..................................................................................................... ....................................................By Quote Laboratory Hours Laboratory hours are 7:OOAM through 4:OOPM,Monday through Friday,Hours 7:00AM through 12:OOPM Saturday. Additional charges will be made for off-hours or weekend testing as follows: Off-hour Laboratory Operations..........................................................................................................................5051......................S1,000 per hour Holiday Laboratory Operations............................................................................................................................5052......................$1,500 per hour Notes : Verbal requests will be considered authorization to perform billable work,please designate those members of your staff who have authority to request our services. A 50%surcharge will be applied for all rush testing. 7 Southern California Area General Laboratory Testing Machines Activity Cost Testing Machine with Operator in Laboratory 60,000 to 120,000 Pound Machine(Universal),including set-up time,per hour................................................4400.................................$ 175.00 440,000 Pound Machine(Universal),including set-up time,per hour................................................................4401....................................200.00 600,000 Pound Machine(Compression only),including set-up time,per hour...................................................4402....................................2%00 1,100,000 Pound Machine(Universal),including set-up time,per hour.............................................................4462....................................750.00 LoadTests.,.......... ..................-.................................................................................................. ..................4405........................... ...By Quote SpecialTest Set-Up....................................... ....................................................................4422........................By Quote Laboratory Testing-Concrete Cylinders, Beams & Cores Compression Test,6"x 12"cylinders,including hold,ASTM C 39,each..........................................................4300...................................$ 15.00 Weight per cubic foot of lightweight concrete cylinders,each............................................................................4303......................................20.00 Flexure Test,6"x 6"beams,ASTM C 78,each...........................................................................____...........4304......................................85.00 Splitting Tensile,6"x 12"cylinders,ASTM C 496,each...................................................................................4305......................................65.00 Modulus of Elasticity Test-Static,ASTM C 469,each......................................................................................4306....................................125,00 Compression Test,2"-4"-6"Cores,ASTM C 42,each....................................................................................4311..................................-...40,00 InLaboratory Core Cutting,each.........................................................................................................................4312......................................45.00 PetrographicExamination ...................................................................................................................................4319................................By Quote CalciumChloride Moisture Kit............................................................................................................................4459.....................................-25.00 Cylinder Pick-up(within 40-mile radius from Laboratory) 6:30 a.m.to 5:00 p.m.,Monday through Friday-per sample......................................................................5000......................................10.00 Before 6:30 a.m.and after 5:00 p.m.and Saturday,Sunday,and Holidays-per sample...-...... 5001/5002......................................19.00 Minimum Pick-up Charge........................... ......... ......................... ............................5003......................................21.00 Pick-Up of Flexural Test Beams,each............................................................................................................__5021......................................29,00 Shrinkage Length Charge(3 bars,4 readings,up to 90 days),ASTM C 157 Modified.......................................................4307....................................240.00 Additional Reading,per set of 3 bars................................................................... ...............................................4308......................................40.00 Storage over 90 days,per set of 3 bars,per month................ .....--...4308..................... ..40.00 Pick-up/Deliver Shrinkage Molds/Samples,per set.............................................................................................5020.....---..............................42.00 Mix Design Mix Design,Determination of Proportions,each .................................................9500....................................100.00 Mix Design,Determination of Proportions,Requiring Same Day Service..........................................................9501....................................125.00 Preparation of Special Strength Documentation for Mix Design,each................................................................9502....................................125.00 Amend or Retype Existing Smith-Emery Mix Designs not involving calculations,each....................................9503.........................I I...........50.00 Review Mix Design prepared by Others,each.....................................................................................................9504..............---.....................85.00 Laboratory Trial Batch Laboratory Trial Batch,(includes slump,%air,unit weight,and up to 7-cylinders;ASTM C 192,each...........4309....................................400.00 Laboratory Trial Batch,(including the items above and shrinkage;ASTM C 192,each.....................................4310....................................500.00 Sampling Material for Laboratory Trial Batches,per hour..................................................................................4315......................................53.00 Gunite & Shoterete Compression,2",4",6"Cores,ASTM C 42,each..............................................................................................4314..............................-...$40.00 Pick-up Shoterete Cores.......................................................................................................................................5016......................................10.00 Pick-up Gunite Field Sample(40-mile radius)less than 100 lbs.,each...............................................................5017......................................60.00 Pick-up Gunite Field Sample(40-mile radius)more than 100 lbs.,each.............................................................5018....................................100,00 Lightweight Roof Fill ASTM C 495 CompressionTest,each........................... ........... ... ... ..... .................................................4380......................................45.00 Density,each........................................................................................................................................................4381......................................40,00 8 Southern California Area Laboratory Testing-Reinforcement Reinforcing Steel ASTM A 615/706 Activity Cost Tensile Test,No. l 1 Bar or Smaller,each............................................................................................................4600...................................$35.00 Bend Test,No. 11 Bar or Smaller,each...............................................................................................................4601......................................20.00 TensileTest,No. 14 Bar,each.............................................................................................................................4602...........__....................100.00 TensileTest,No. 18 Bar,each.............................................................................................................................4603....................................300.00 Sampling and Tagging at Fabricators Plant(within 40-mile radius from Laboratory) 6:30 a.m.to 5:00 p.m,,Monday through Friday-per sample......................................................................5005..............,,....,.................19.00 Before 6:30 a.m. and after 5,00 p.m.and Saturday,Sunday,and Holidays-per sample...................5006/5007......................................27.00 MinimumSample Charge,per trip...............................................................................................................5008_-_................................50.00 Pick-up Rebar Samples at Jobsite-per sample....................................................................................................5024......................................19.00 Welded Specimens Tensile Test,Welded,No. 11 Bar or Smaller,each.............................................................................................4604..................................... 40.00 Tensile Test,Welded,No. 14 Bar,each...............................................................................................................4605....................._............_.100.00 Tensile Test,Welded,No. 18 Bar,each............................... ................................ ....................... .........._....4606.............................._...300.00 Nick Break,Welded Re-Bar,each.......................................................................................................................4607......................................65,00 StraighteningHoops.......................... .. ........... ............ ........_...... 4615......................................40.00 Coupled Reinforcement Tensile Test,Mechanically Spliced Bar,No. 11 Bar or Smaller,each.................................................................4612......................._.....__.....110.00 Tensile Test,Mechanically Spliced Bar,No. 14 Bar,each..................................................................................4613....................................300.00 Tensile Test,Mechanically Spliced Bar,No. 1 S Bar,each..........................................................................._,_4614....................................500.00 Post-Tensioning Strand Tensile Test and Elongation in 24"for Prestress Strand,ASTM A 416,each.....................................................4609......................................90.00 Tensile Test and Elongation in 10"for Prestressing Wire,ASTM A 421,each..................................................4610_.....................................90.00 Modulus of Elasticity(Prestress Strand),each.....................................................................................................4611....................................130.00 Pick-up Post Tension Cables,per sample.............................._"_.................................... ...........................__5025.............................. .......19,00 9 Southern California Area Laboratory Testing-Masonry Brick ASTM C 67 Activity Cost CompressiveStrength,each.................................................................................................................................4200...................................$30.00 Modulusof Rupture(flexure),each.....................................................................................................................4201......................................30.W Dimensions,overall,coring,shell and web thickness,per brick..........................................................................4202.......................... .....-30.00 Coefficient of Friction(slip test),each..................................................................................................-.............4203......................................90.00 InitialRate of Absorption,each..........................._.............................................................................................4204......................................25.00 Absorption-5 hour or 24 hour,each---................................................................................................................4205..............-......................35.00 Boil,1,2 or 5 hour,each.........____......................................-.......................................................................A206......................................40.00 Efflorescence,each....................................................................................................................... ......................4207......................................30.00 Cores,Compression,each.-................................ ......................... .....................................................................4208............ ......................._40,00 Cores, Shear,6"and 8"Diameter,2 Faces,per core...........................................................................................4209......................................70.00 Pick-up Brick Samples,each...............................................................................................................................5009..........................--............9.00 Concrete Block ASTM C 140 Compression,each...............................................................................................................................................4210......................................40.00 MoistureContent as Received,each........................................................-..........................................................4211......................................25.00 Absorption,each..................................................................................................................................................4212......................................35.00 Shrinkage,Modified British,ASTM C 426,each.----------....................._...,,.__..........................................-......4213......................................85.00 Compression,4"-6"-8"Cores,each.................................................................................................................4221......................................40.00 Pick-up Block Samples,each...............................................................................................................................5010......................................12.00 Masonry Prisms ASTM E 447 Compression Test,Grouted Prisms,each.............................................................................................................4219....................................150-W Cutting Prisms,when requested...........................................................................................................................4219................................By Quote Pick-up Prisms-within a 40-mile radius of laboratory,each..............................................................................5013......................................40.00 Mortar & Grout UBC St'd 24-22 & 24-28 Compression,2"x 4"Masonry Mortar Cylinder,each........................................................................................4214......................................20.00 Compression,2"Grout Cubes,ASTM C 109,each.............................................................................................4215......................................50.00 Compression,3"x 6"Masonry Grout,each........................................................................................................4216......................................25,00 Pick-up Mortar Samples,each.............................................................................................................................5011.............I...............I........10.00 Pick-up Grout Samples,each...............................................................................................................................5012......................................I0.00 Pick-up Grout Cubes,each.......-.............................................................. ..........................................................5015......................................10.00 Unreinforced Masonry Building Tests In-Place Shear(Push)Tests......... .......................................................................................................................4809................................By Quote 15 Degree Core Shear Tests......................................................................................................____...............4815................................By Quote WallAnchors.......................................................................................................................................................4816................................By Quote FlatJack Testing...................................._..................................................... .....................................................A 827..............................-.By Quote 10 Southern California Area Laboratory Testing-Construction Materials Roofing Tile Activity Cost Absorption,each..................................................................................................................................................4700....................................$40.00 Additional/Special Tests...___............................................................................................................................4701................................By Quote BreakingStrength per U.B.C.,each.....................................................................................................................4702..........----..--....................45.00 )wilding Stone CompressionTest,each.................................._..................................................................................................4800......................................50.00 FlexStrength,each..............................................................................................................................................4801......................................50.00 Modulus/Rupture............................................................................................ ....................................................4802......................................50.00 SpecificGravity...................................................................................................................................................4803......................................50.00 WaterAbsorption.................................................................................................................................................4804........---...........................50.00 Slate Modulus of Elasticity,each.................................... ......... .....- ...... ............ 4805......................................90.00 Modulusof Rupture,each....................................................................................................................................4806............ ....--..................90.00 WaterAbsorption,each............................................................ ................................................. 4807......................................40.00 Weathering,each........................................_.......................................................................................................4808................................By Quote Wire Rope WireRope 0 through 1"diameter,each...............................................................................................................4426......................................80.00 Wire Rope 1 through 2"diameter,each...............................................................................................................4427....................................250.00 WireRope over 2"diameter,each.......................................................................................................................4428................................By Quote Note:Sockets furnished by client Epoxy - Cores & Coring Field Coring Technician and standard equipment,per hour................................................................................3710....................................130.00 Shear Test on Epoxied Cores,each......................................................................................................................4319......................................45-00 CompressionTest,Cylinders...............................................................................................................................4316......................................50.00 CompressionTest,Cores.....................................................................................................................................4317......................................50.00 Pick-up Epoxy Cylinders-per sample.................................................................................................................5026........................................9.00 Manhole Cover and Tree Grate Tests,(L.A. City) 1.3,each...............................................................................................................................................................4423....................................100.00 4 or more,each....................................................................................................................................................A424......................................80.00 Salt Spray 24 Hours,per panel..............................................................................................................................................4407................................By Quote Fireproof»g Tests OvenDry Density,per sample.............................................................................................................................4350......................................35.00 Pick-up Fireproofing Samples,per sample..........................................................................................................5014......................................10.00 Adhesion/Cohesion Testing,per hour(4-hour minimum)...................................................................................4351.....................................-65.00 Mechanical Testing Services Tensile Test--No Strain Measurement,Yield by Halt of Dial Upto 100,000 lb.,each................................................................................................................................4411....................--................50.00 100,001 to 200,000 lb.,each................................................................ ..44I2....................... 100.00 Over200,000 lb.,each.................................................................................................................................4410................................By Quote StrainGauge Testing............................................................................................................................................4418.....................---........By Quote Special Testing,Load Tests,Flexural,Bend,Impact,Axial,Racking Shear.......................................................4420................................By Quote Tensile Test--Mechanical Non-Printout Extensometer for Strain,each.............................................................4432..................--..................35.00 Tensile Test--Electronic Extensometer with Recorded Printout, 1 test..............................................................4433......................................45.00 MechanicalBend Test,each.......................................... ................... .................. ........................ 4435......................................35.00 Machining and Preparation of Samples...............................................................................................................4435................................By Quote HydrostaticTests......................................................................................................................................4429................................By Quote 1] Southern California Area Laboratory Testing-Calibration Services Calibration of Skidmore-Wilhelm Device & Torque Wrench Activity Cost Calibration of Skidmore-Wilhelm Device,in Lab........... ...................................................................................4403..................................$100.00 Calibration of Torque Wrench,each bolt size(3 required)..................................................................................4404................................By Quote Calibration of Hydraulic Jacks Upto 50-tons.......................................................................................................................................................4450....................................125.00 50 to 74-Tons.......................................................................................................................................................4451....................................150.00 75-99-tons......................................... ..................................................................................................................4452....................................160.00 100 to 199-tons....................................................................................................................................................4453..................................1.180.00 200-300-tons........................................................................................................................................................4454...._............................_250.00 CustomSystems...................................................................................................................................................4455................................By Quote Note: Extra-handling charges will be made on any ram or pump too heavy or bulky for one man to lift. 12 Southern California Area Laboratory Testing-Ceramic Tile Ceramic Tile Institute Standard Activity Cost C.T-1. Stain Resistance(8 required)Set.........................................................................CTI T72.......................4921.................................$ 108.00 ReflectanceTest,each..........................................................................................................................................4922................................By Quote ShearTests, 1 to 5 incl-,each............................................I..........................................."...11....I.......................__4925__,___._..........-..........35-00 ShearTests,each .................................................................................................................................................4926......................................32.00 MortarSkinning Test,each..................................................................................................................................4941....................................115.00 MortarInitial Setting Time,each...........................................................................•.............................................4942......................................73.00 MortarDrop-off Test,each..................................................................................................................................4943....---.........--..............By Quote GroutSkinning Test,each................................................ ..................................................................................4951....................................115,00 GroutCompression-2"cubes,each....................................................................................................................4954......................................34.00 Autoclave(3 required),each................................................................................................................................4930....................................350.00 Water Immersion Processing for Shear Tests,each.............................................................................................4931......................................15.00 Oven Processing for Shear Tests,each................................................................................................................4932.............................---......15.00 Low Temperature Processing for Shear Tests,each.............................................................................................4933......................................15.00 Test In Accordance with A.S.T.M. LabTechnician,per hour.................................. ............................................_'_...............................................3013......................................55.00 FieldTechnician,per hour...................................................................................................................................3014.....-.....-..........................65.00 Thickness,5.50 each(ANSI requires 80)...............................................................ASTM C499.......................4900....................................480.00 Facial Dim,5.50 each(ANSI requires 80)..............................................................ASTM C499.......................4901....................................480.00 Warpage,7.00 each(80 required)...........................................................................ASTM C485.......................4902.....-.....-........................560.00 Wedging,6.50 each(80 required)...........................................................................ASTM C502.......................4903-..................................560,00 Coefficient of Friction(3)per set(Not Modified)................................................ASTM C1028.......................4904....................................185.00 Water Absorption,35.00 each(5 required).............................................................ASTM C373.......................4905....................................175.W Bond Strength,47.00 each(shear test)(5 required)................................................ASTM C482.......................4906....................................235.00 Breaking Strength,20.00 each(10 required) .................................... ..ASTM C648.......................4907..............._._..............200.00 Abrasive Wear Index,95.00 each(4 required) ............_............................ ..ASTM C501 .......................4908....................................380.00 Crazing,74.00 each(10 required)................................................................._._...ASTM C424.......................4909................ ...................740.00 (ANSI Crazing Requirement)per set...........................................................................................................4910...._._.........................209.00 Thermal Shock,73.00 each(3 required).................................. ASTM C484.......................4911....................................219.00 ColorUniformity....................................................................................................ASTM C609.......................4912................................By Quote Chemical Resistance...............................................................................................ASTM C650.......................4913....................................122.00 Freeze-Thaw Resistance(10) 15 cycles,per set....................................................ASTM C1026...................._4914....................................850.00 Additional cycles,per cycle/tile ...................... Modulus of Rupture,34,00 each(3 required) ......................... ............................ASTM C133.......................4916....................................102.00 Moisture Expansion,73.00 each(5 required) ........................................................ASTM C370.......................4917....................................365.00 Floor installation Performance Level.................................................................ASTM C627-76 First Panel--Not Including Tile..................................................................................................................4918..................................1800.00 Second or More on Same Purchase Order...................................................................................................4919..................................1200.00 Impact,(IS required),per set..................................................................................ASTM C368.......................4920....................................225.00 MohsHardness(5 required)per set.....................................................................................................................4923....---...---...---...................75,00 Tensile Tests in Laboratory(5)each....................................................................................................................4924......................................50,00 Ceramic Tile Miscellaneous.................................................................................................................................4929...............................By Quote Coefficient of Friction(3)per set(Modified).......................................................ASTM C 1028.......................4934....................................275.00 MortarANSI Test................................................................................................................................................4940................................By Quote Mortar Compression Test,each............................................—..............................ASTM C109.......................4944......................................45.00 MortarMiscellaneous Test...................................................................................................................................4945.....................,..........By Quote GroutANSI Test..................................................................................................................................................4950......-.....-.....-.............By Quote GroutDrop-off Test.............................................................................................................................................4953................................By Quote GroutMiscellaneous Test.............................................................................................................................. 4955-...............................By Quote Ceramic Tile Material Purchase...........................................................................................................................4956................................By Quote Field Slip Resistance Test,ASTM C1028,first test.............................................................................................4957....................................375.00 Field Slip Resistance Test,ASTM C1028,additional test in same area,each.....................................................4958......................................175.0 Pick-up Sample,per hour..........._.......................................................................................................................5019......................................55.00 Ceramic Tile Technician Mileage,per mile...................................................................................................••---.5101........................................0.75 Flexural Strength of Dimensional Stone,ASTM C880,Cut Samples(20) ...................................................................................................1000.00 Flexural Strength of Dimensional Stone,ASTM C880,Full Size Samples(20) ......................................................................................-.3,500.00 13 Southern California Area Laboratory Testing-Plastics & Plumbing Activity Cost WeatherometerTest,each...................................................................................................................................4422................................By Quote Plastic Tensile Tests,each................................................................................................................................._4425................................By Quote PlasticPipe Flexural Tests,each........................................................................................................................4500................................By Quote PlasticPipe Load Tests,each...............................................................................................................................4501................................By Quote Plastic Pipe Acetone Test,each.............................:................................................................................I.... I......4502................................By Quote Plastic Pipe Flattening Tests,each.............................................................. ........................................................4503................................By Quote Plastic Pipe Heat Distortion,each........................................................................................................................4504................................By Quote Plastic Pipe Hydrostatic Burst.............................................................................................................................4505................................By Quote Plastic Pipe Impact Tests{Reduced Temperatures},each....................................................................................4506................................By Quote Plastic Pipe Impact Tests(Ambient Temperatures),each............... ................................................ ...._._........4507................................By Quote Plastic Pipe Joint Tightness,each........................................................................................................................4508................................By Quote PlasticPipe Load/Crush Test...............................................................................................................................4509................................By Quote Plastic Pipe Miscellaneous Tests.........................................................................................................................4510................................ y Quote Plastic Pipe Stiffness,Deflection Load,Crush Resist,each.................................................................................4511................................By Quote Plastic Pipe Sustained Pressure............................................................................................................................4512................................By Quote PlasticPipe Tensile Tests................... ...................... ........................---... ............ ....................................4513................................By Quote Plastic Pipe Water Resistance,each.....................................................................................................................4514................................By Quote Plastic Pipe Water Absorption Test.....................................................................................................................4515..........................---...By Quote PlumbingArea Impact Tests................................................................................................................................4516................................By Quote Plumbing Bond Strength Tests,set of 5...............................................................................................................4517................................By Quote PlumbingCigarette Test,each.............................................................................................................................4518................................By Quote PlumbingChemical Resistance............................................................................................................................4519................................By Quote Plumbing Cleanability and Wear,each.................................._.—...................................................._................4520................................By Quote Plumbing Color Fastness 200 hr............................................................................_.—.......................................4521................................By Quote Plumbing Color Fastness 700 hr...................................................................................................._._...............4522.............................._By Quote Plumbing Color Fastness 1000 hr........................_.............................................................................................4523................................By Quote Plumbing Cracking And Crazing,each................................................................................................................4524................................By Quote Plumbing Fitting Dimensions,each.....................................................................................................................4525................................By Quote Plumbing Pipe Dimensions,each................................_._.........................................._............................_.......4526—...._...._................By Quote Plumbing Drain Fitting Connections,each..........................................................................................................4527................................By Quote PlumbingFire Tests,each....................................................................................................................................4528................................By Quote Plumbing Barcal Hardness,each.,.................................... .............................................. .........._.._................4529................................By Quote PlumbingLoad Tests,each..................................................................................................................................4530................................By Quote PlumbingMiscellaneous Tests.............................................................................................................................4532................................By Quote Plumbing Point Impact Tests,each.................................................................................... ....................4533................................By Quote PlumbingSidewall Load Tests.............................................................................................................................4534................................By Quote PlumbingStain Resistance,each.........................................................................................................................4535................................By Quote Plumbing Subsurface Test,each..........................................................................................................................4536................................By Quote PlumbingSurface Test,each................................................................................................................................4537................................By Quote Plumbing Temperature Resistance,each...................................................................._._..................................4538...---...---....................By Quote PlumbingWashability,each.............................._...............................................................................................4539................................By Quote PlumbingWater Absorption,each.......................................................................................................................4540................................By Quote Plumbing Water Resistance,each.................................................................................................._._...............4541................... ............ByQuote Plumbing Water Resistance Cycling Test........................ ........................................... ..........................4542.... ...........................By Quote GelCoat Thickness,each.....................................................................................................................................4543................................By Quote 14 Southern California Area Laboratory Testing-Metallurgical Professional Staff Activity Cost Metallurgical Engineer,per hour.........................................................................................................................6933....................................200.00 MetallurgicalTechnician,per hour......................................................................................................................6919..................................... 85.00 Metallurgical Services Charpy Impact Test-Ambient Temperature(Set of 3 Specimens),per set......_................... .......6902......____...................S 65.00 Charpy Impact Test-Reduced Temperature(Set of 3 Specimens),per set .............................I..........................6903......................................95.00 Galvanized Coating-Acid Strip Method,per specimen of plate,and wire ........................................................6904....................................120.00 Galvanized Coating—Stucco Netting,Acid Strip Method,per specimen ..........................................................6912....................................250.00 Hardness Tests Brinell,Rockwell(Standard or Superficial),excluding specimen preparation if required........_.6905......................................15.50 HeatTreatment to I hour.....................................................................................................................................6906......................................60.00 Grain Size by comparison method,includes metallurgical mount,preparation,and evaluation,each.................6942............. ....................... 90.00 Spectrographic Chemical Analysis—Ferrous Material(carbon steel,low alloy),each.......................................6920.......................... .....,....120.00 Wet Chemical Analysis From Filings—Ferrous Material(carbon,low alloy),each..................................6943.................................200.00 Microhardness Survey,(includes metallurgical mount&preparation),each......................................................6921..................................... 90.00 FieldHardness Equipment,per day.......................................___......................................................................9117......................................60.00 Metallographic Replication Kit,per day..............................................................................................................9118......................................60.00 SpecialPreparation..............................................................................................................................................6917......................................60.00 Mileage,per mile.......................................................................................................... ., ....................,............5101............_...........................0.75 Scanning Electron Microscopy(SEM),and EDS,per Hour(min 1 hr).............................................................6913... .........................I80.00 Scanning Electron Photomicrographs,each(5 x 4")..............................................................................6915...............................5.50 Mechanical Testing BendTest—Base material....................................................................................................................................6900................................By Quote Load Tests(Proof Load,Flexural,Stress-corrosion,etc.)....................................................................................6907................................By Quote Tensile Test--Under 100,000 lb.,excludes sample cutting and specimen machining,each...............................6926..................................... 45,00 Tensile Test--Over 100,000 lb.,excludes sample cutting and specimen machining,each.................................6944..................................... 55.00 Tensile Test—With Electronic Extensometer,excludes sample cutting and specimen preparation,each..........6934......................................75.00 Tensile Test—Square or Round Tubes up to 1.75-in.OD...................................................................................6939....................................105.00 Talbot Test—Sample preparation and test per specimen.....................................................................................6957........................._...250.00 High Strength Bolt, Nut, and Washer Testing Wedge Tensile Test- A 490 or A 325 Bolts—Under 100,0001bs,each...................................................6945......_......_................ 41.00 Wedge Tensile Test-A 490 or A 325 100,000—200,000 lbs,each.........................................................6946..................................... 51.00 Wedge Tensile Test-A 490 325 Bolts—over 200,000 lbs,each............................... ...................... 6947 ................................._61.00 Tensile Test—Anchor Bolts,up to 1-3/8-in diameter,tested with displacement transducers,each....................6949..............._....._........250.00 Tensile Test—Anchor Bolts,over 1-3/8-in diameter,tested with displacement transducers,each .....................6958..............................500.00 Tensile Test—Anchor Bolts,over 1-3/8-in diameter by machined tensile specimen,each ................................6959..............................200,00 Nut--Hardness and Proof Load test under 100,000lbf,each.............................................................................6949......................................25.00 Nut—Hardness and Proof Load test over 100,000 lbf,each.......................... ........................................6960.............................. .......35.00 Washer or Nut-Hardness,each...........................................................................................................................6950...............................20,00 Nut Cone Proof Load Test,each.................................................. ....................................6961..................................45.00 A325 or A490—Bolt hardness only,each....... ..................................................................................................6951..................................25.00 Bolt A325 or A490—Wedge Tensile Under 100,000 lbs,and Hardness,each... ..._--------------__........-....-...._6952......................................66.00 Bolt A325 or A490—Wedge Tensile Over 100,000 lbs,and Hardness,each ..................... ............................6953.................................... 76.00 Bolt,Nut,and Washer--hardness,wedge tensile,and proof load under 100,000 lbs........................................6954.....................................95.00 Bolt,Nut,and Washer—hardness,wedge tensile,and proof load over 100,000 lbs..... ....................................6955...................................115.00 15 Southem California Area Laboratory Testing-Metallurgical Weld Procedure Qualification and Welder Qualification Activity Cost Sample Cut&Machine for Weld Test,over 1.0-in thickness,each.....................................................................6962................,,....,,.........$ 120.00 Sample Cut&Machine for Weld Test, 1.0-in thickness,each.............................................................................6908...................................$80.00 Sample Cut&Machine for Weld Test,under 1/2-in thickness,each.....................................................................6910.................................I....50.00 Sample Cut&Machine for Weld Test, %z- I.Oin thickness,each.......................................................................6911..................................--..60.00 Welded Fabric Weld shear strength,each sample......... ..................................... ................. ..............................6963............................ .........75-00 Guided Weld Bend Test,excluding specimen preparation,each.........................................................................6927..................................I...29.00 Age Bend Specimens—48 Hrs,up to 3 specimens.............................................................................................6956......................................60.00 Sample Cut&Perform Wcld-Fillet Weld Fracture Test,each.............................................................................6929.-....................................65.00 Weld-Fillet Weld Fracture Test In Sheet Steel&Evaluate,each........................................................................6969......................................38.00 Weld-Macro Etch-cut,polish,etch,and evaluate,each.....................................................................................6930......................................65.00 Weld-Radiography................. ......... ........................ .................................. 6931................................By Quote Weld Transverse Tensile Test,plate up to 1.0-in thick excluding machining,each.............................................6932..................................... 55.00 Weld Transverse Tensile Test,plate over 1.0-in thick excluding machining,each..............................................6964.................I................... 85.00 Welded Rebar Transverse Tensile Test, #3 thru#9..........................................................................................6965---....-............11............... 55.00 Welded Rebar Transverse Tensile Test, # 10 thru# 14......................................................................................6966................................... 120.00 Welded Rebar Transverse Tensile Test, # 18......................................................................................................6967................................... 350.00 Unless otherwise noted,costs above do not include sample preparation. Administrative Charges Rush Turnaround,48-72 hours(50%Surcharge)..............................................................................................6935....................+50%of invoice Rush Turnaround,24-48 hours(100%Surcharge)............................................................................................6936..................+100%of invoice TestReport Charge..............................................................................................................................................9110.....................Minimum 63.50 DigitalPhotographs,photo quality paper,each...................................................................................................9116........................ ...............8.50 Sample Preparation Sample Cut&Machine Specimen-over 1.0-in thick,each...............................................................................6968....................................120.00 Sample Cut&Machine Specimen- 1.0-in thick,each............................... ..............6908......................................80.00 Sample Cut&Machine Charpy V-Notch Specimens(Set of 3 specimens),per set............................................6909....................................130.00 Sample Cut&Machine Sub-size Charpy V-Notch Specimens(Set of 3 specimens),per set..............................6940....................................150.00 Sample Cut&Machine Charpy V-Notch Specimens From`K'Section(Set of 3 specimens),per set................6941....................................160.00 Sample Cut&Machine Specimen—under%:-in,each....................I....................................................................6910..................................... 50.00 Sample Cut&Machine Specimen—%z- 1.0-in,each..........................................................................................6911..................................... 60.00 Metallurgical Mount including preparation without evaluation,each....:........... ...6914................... ....120-00 16 Southern California Area Laboratory Testing - Curtain Wall and Window Wall Services Mock-Up Performance Testing 9 Testing Bays Available in the Following Sizes: Number of Available Test Bays Height feet Width qeEtj 1 100 35 1 45 75 5 34 20 1 30 10 1 20 20 Custom Test Bay Sizes Available by Quote. Inspection and Testing Cost Special Curtain Wall Evaluation,per hour..................................................... ........ ....... $ 125.00 CurtainWall Attachment,per hour..................................................................................................................................................................125.00 Exterior Skin from Swing Stage(2 men),per hour..........................................................................................................................................250.00 Caulking,Sealants,Adhesives,per hour..................................................................................................................................... ....................125.00 Coatings,Paint.............................................................................................................................................................................................By Quote ChemicalAnalysis.......................................................................................................................................................................................By Quote Materials Evaluation Glass,Granite,Metal Cladding,Caulking,Paint Coatings AdhesiveBond.....................................................................................................................................................................................By Quote Field Water Test,AAMA 501,2,(2 men)per hour..........................................................................................................................................250.00 Static Water Infiltration,ASTM E 331/1 l05.......................................................................................................................................By Quote Static Air Infiltration,ASTM E 283/783................................................................._.........................................................................By Quote SeismicStructural Loading.......................................................................................................................................................................•..By Quote Structural Performance ASTM E 330..................................................................................................................................................By Quote Concentrated Load Testing(window washer,etc.)......................................................................................................................................By Quote Stress and Rupture-Stone and Granite.......................................................................................................................................................By Quote DynamicWater Infiltration......................................................................................................................................................................$1,500 Water Penetration By Cyclic Air Pressure,ASTM E 547....................................................................................................................By Quote AAMA Thermal Testing...................................................................... ... .. By Quote Special Testing Multi-Channel Computer Aided Data Acquisition of: Acceleration.................................................................................................................................................................................................By Quote Vibration............................................................................................................................................... ..-..................................................ByQuote Movements(1.0001 inch)............................................................................................................................................................................By Quote Pressure........................................................................................................................................................................................................By Quote MachineControl Movement........................................................................................................................................................................By Quote Temperature.................................................................................................................................................................................................By Quote StrainGauge................................................................................................................................................................................................By Quote StressAnalysis.............................................................................................................................................................................................By Quote Cyclic Seismic Testing of Components of Stec]Structures,ATC-24..........................................................................................................By Quote 17 Southern California Area Geotechnical and Environmental Services GeoServices - A division of Smith-Emery Laboratories Soils--Foundations—Geology Professional Staff(Geotechnical Engineers, Geologists, Staff Specialist) Activity Cost Professional,per hour..........................................................................................................................................7207...................................$70.00 Staff'Professional,per hour..................................................................................................................................7206......................................80.00 ProjectManager,per hour...................................................................................................................................7205......................................85.00 ProjectProfessional,per hour..............................................................................................................................7204......................................90.W SeniorProfessional,per hour.............—.......................................-................................................................,.....,7203....................................100-00 PrincipalProfessional,per hour...........................................................................................................................7202....................................110.00 Senior Principal Professional,per hour...............................................................................................................7201....................................150.00 ExpertWitness,per hour..................I...—................................-..................................,.....,,....,,....,.....,.................7200................................By Quote OfficeSupport,per hour......................................................................................................................................7209......................................35,00 WordProcessor,per hour....................................................................................................................................721%.....................................40.00 Illustrator,per hour.............................................................................................................................................7208.............-........................45.00 Field Staff Field Technician,Laboratory and Field,per hour................................................................................................7212......................................56.00 Environmental Technician,per hour................................ ........................................................... .........7240......................................56-00 CalTrans Certified Technician............................................................ ................................................................7274......................................56,00 Supervising Technician,Laboratory and Field,per hour.....................................................................................7214......................................60.00 SoitsDeputy Grading Inspector...........................................................................................................................7563...............-......................60,00 Overtime Monday through Friday,Over 8 Hours or after 4:00 p.m.;Saturday, 1 to 12 Hours...........................................7222...................time and one-half Sundays and Holidays, 1 to 8 Hours....................................................................................................................7222...................time and one-half Monday through Saturday,Over 12 Hours; Sundays and Holidays,Over 8 Hours.............................................7232............................double time Administrative Charges Pick-Up/Delivery,per hour(2-hours minimum)..................................... .........................................................7215......................................35-00 Mileage,per mile.................................................................................................................................................7313........................................0.75 TravelTime,per hour..........................................................................................................................................7235......................................50.00 Facsimile,per page..............................................................................................................................................7315........................................1.00 Reproduction,per page................................................................................................................. ......................7225........................................1.50 ReportSurcharge,per copy..................................................................................................................................7317......................................50.00 CellularTelephone,per day.................................................................................................................................7319......................................35.00 Air Express/Over-night Delivery,each................................................................................................................7325......................................35.00 Contracted Services...........................................................................7300-Drilling/7301-Testing/7303-Expenses............................Cost+20% 18 Southern California Area Geotechnical and Environmental Services-Continued Foundation/Geological Investigations Activity Cost Geotechnical Field Exploration...........................................................................................................................7308................................By Quote Final Report of Compacted Fill(submitted at end of project,if required)...........................................................7305................................By Quote Support Equipment Foundation/Geological Investigations NuclearDensity Gage,per day.............................................................................................................................7327............................._Field Staff SandCone Kit,per day........................................................................................................................................7328.......,.....,................Field Staff Soil Sampling: Encore Sample Container,per container......................................................................................................7125........................................9.00 Tubesand Rings,per sample.......................................................................................................................7122........................................5.00 Environmental Investigations and Reports Site Assessments Phase I&Il.................................................... ...........................................................7306&7307................................By Quote Groundwater Monitoring;Remediation Oversight;Risk Assessment;Site Characterization;Work Plan...........7340................................By Quote Support Equipment Environmental AirMonitoring Equipment,per day.....................................................................................................................7216.................................$ 100.00 MagnetometerEquipment,per day......................................................................................................................7309.................... ............100.00 WaterPump and Generator,per day....................................................................................................................7311....................................150.00 WaterMonitoring Equipment............................................................................................................................................................................50.00 Health Safety Equipment: LevelA,per Person..............................................................................................................................................................................By Quote Level B,per Person,per day,plus hourly rate......................... By Quote Level C,per Person,per day,plus hourly rate...........................................................................................................................................75.00 Healthand Safety Supplies,per day.............................................................................................................7217............................. ........50.00 Concrete Coring Services Technician and Equipment Concrete(4 and 8 hour minimum),per hour............................................................3710.................................$ 130.00 Individual Core Prices(all prices are for a four core minimum job): Slab on Grade Coring for 2",3"and 4"Diameter(First 6"in depth),each.................................................7023......,.....,.._....................60.00 Slab on Grade Coring for 6"and 8"Diameter(first 6"in depth),each.....................................................................................................65.00 Slab on Grade Concrete Core(price per inch after 6"in depth),each.........................................................................................................5.00 Wall Cores 2",3"and 4"Diameter(first 6"in depth),each......................................................................................................................75.00 Wall Concrete Core(price per inch after 6"in depth),per inch....................................................................................................-...........5.00 (Wall core prices based on Contractor supplying access to area to be cored) Miscellaneous Concrete Coring Prices: Patching Slab on Grade Cored Holes with 2500 psi Concrete Patch,each................................................................................................10.00 Thickness Determination per ASTM C42,each.........................................................................................................................................10.00 CompressionStrength Determination........................................................................................................................................................40.00 Pachometer to Locate Reinforcing Steel(coring jobs only,2 hour minimum),per hour.............................7344......................................85.00 TravelTime,per hour..........................................................................................................................................7235......................................50.00 Mileage,per mile.................................................................. ... ........................................................................7313......................................_.0.75 Asphalt Concrete Coring Services Technician and Equipment Asphaltic Concrete Cores(4 and 9 hour minimum),per hour..................................3710................................ $130.00 Alternate Individual Core Prices(all prices are for a four core minimum job); Asphaltic Concrete Cores 2",3"and 4"Diameter(First 6"in depth),each................................................7022......................................60.00 Asphaltic Concrete Cores 6"and 8"Diameter(first 6"in depth),each.....................................................................................................60.00 Asphaltic Concrete Cores price per inch after 6"in depth),each................................................................................................................3.50 Miscellaneous Asphaltic Coring Prices: Patching of Core Drilled Holes Using Cold Patch Material,each.............................................................................................................25.00 Thickness Determination per ASTM C42,each.........................................................................................................................................25.00 Specific Gravity for Determination of Percent Compaction per ASTM D 2726 (Includes thickness determination),each...................................................................................................................................................35.00 Specific Gravity for Determination of Percent Compaction by paraffin,each...........................................................................................55.00 19 Southern California Area Laboratory Testing-Soil Soils Activity Cost Atterberg Limits,(LL,PI)ASTM D 4318,each..................................................................................................7100....................................100.00 California Bearing Ratio,ASTM D 1883,set........................... ..............................................................7130....................................450.00 California Impact,CAL 216,each.......................................................................................................................7018....................................150.00 ChuckDensity,each............................................................................................................................................7555.................................._40.00 CollapsePotential,each.......................................................................................................................................7559._......_................._.........100,00 Consolidation Test,ASTM D 2435,each............................................................................................................7102....................................200.00 Consolidation Time/Rate Curves,each........................................................................................................7103......................................30.00 Remoldingof Samples,each......................................................................................................................................................................30.00 Corrosivity,each..................................................................................................................................................7020...................._.....__........250.00 Direct Shear Test,ASTM D 3080: Consolidated,Drained 1 Point,each.................................._............................................... .......................7107....................................125.00 Consolidated,Undrained 1 Point,each........................................................................................................7106........I.....,......I..............100.00 Unconsolidated, Undrained, 1 Point,each...................................................................................................7105......................................65.00 Remoldingof Samples,each.............................................._......................................._................__...._....._....._..........................................30.00 Expansion Index,UBC-18-2,ASTM D 4829,each........................................................._.................................7109....................................110.00 Material Finer-#200 Sieve,ASTM D 1140/C 117,each....................................................................................7110..........,...........................50.00 Moisture,ASTM D2216,each.............................................................................................................................7111......................................25.00 Moisture(microwave),ASTM D4643,each........................................................................................................7019......................................15.00 Moisture-Density Relations of Soils,ASTM D1557,Method A each.................................................................7113....................... ............100.00 Moisture-Density Relations of Soils,ASTM D1557,Method B or C each.........................................................7114....................................100.00 Moisture-Density Check Point,each....................................................................................................................7135......................................50.00 Permeability,Constant Head,ASTM D 2434,CAL 220,each............_._.........................................................7116....................................175.00 Permeability,Falling Head ASTM D 5084,CAL 220,each................................................................................7117....................................225.00 "R"(Resistance)Value,Lime Treated or Requiring Recombining,each............................................................7120....................................250.00 "R"(Resistance)Value,Calif.301,ASTM D 2844,each...................................................................................7119....................................200.00 Relative Density(max/min)D 4254,each................ ...... ...... ......... ........ ........ ........ ...._....._.7534..__...._............_.......•..By Quote Sieve Analysis of Combined Fine and Coarse,ASTM D-422,each.............................................................._...7124....................................110.00 Sieve and Hydrometer Analysis,ASTM D 422,each..........................................................................................7109....................................110,00 Specific Gravity for Soils,ASTM D 854,each....................................................................................................7127......................................60.00 Triaxial Unconsolidated,Undrained,ASTM D 2850,each.................................................................................7132..._....._.....__....__....._.....__150.00 Unconfined Compression Test,ASTM D 2166,each..........................................................................................7129......................................70.00 Peat Moss Losson Ignition,ASTM D 2974 each...............................................................................................................................................................45.00 BulkSpecific Gravity,ASTM D 4531,each......................................................................................................................................................45.00 Classification,ASTM D 4427,each............................................................................ ....... ....................................................150.00 pH,ASTM D 2976,each..................................................................................................................................................................................A5.00 Absorption,ASTM D 2980,each......................................................................................................................................................................20.00 20 Southern California Area Laboratory Testing-Aggregates Aggregates Activity Cast Absorption,Coarse,ASTM C 127,each..............................................................................................................7000......................................45.00 Fine,ASTM C 128,each.................................................................................................................7001......................................55.00 Clay Lumps/Friable Particles,ASTM C 142,each..............................................................................................7101......................................80.00 Cleanness Value,Calif.227,each........................................................................................................................7004....................................125.00 Durability Index,Calif.229,Coarse/Fine,each...................................................................7005-Coarse/7006-Fine....................................150.00 Hardness Test,ASTM D 1865,each.-.................................... .................. .....................................7557....... ........................By Quote Lightweight Aggregate,ASTM C 123,each......................................................................................................_7007......................................70.00 Los Angeles Rattler,ASTM C 131,each.............................................................................................................7008....................................150.00 Los Angeles Rattler,ASTM C 535,each.............................................................................................................7009....................................175.00 Unconfined Compression Test of Intact Rock,ATM D2938,including coring to 3"diameter,each..................7021....................................$70.00 Organic Impurities,ASTM D2974........................................................................ ..........................7115....................................$45.00 Percent Flat/Elongated CRD C 119,ASTM D 4791,each..................................................................................7010...................................200.00 Plate Bearing Test,ASTM D 1195,D 1196...................................................................... .................................7118................................By Quote Petrographic Analysis of Aggregate for Concrete,ASTM C295,each................................................................7024.................................1,200.00 Potential Alkali-Silica Reactivity of Aggregate for Concrete,ASTM C 289,Chemical Method,each...............7551....................................300.00 Potential Alkali Reactivity of Aggregate for Concrete,ASTM C 1260,Mortar-Bar Method,each.................................................................800.00 Potential Alkali Reactivity of Carbonate Rocks for Concrete,ASTM C 586,Rock Cylinder Method,each................................................1,000.00 Sand Equivalent(Average of 3)Calif.217,ASTM D 2419,each.........................................................7123 or 8516......................................80-00 Sieve Analysis,Fine or Coarse,ASTM C 136,each............................................................7015-Coarse/7016-Fine....................................100.00 Sieve Analysis,Fine and Coarse Combined,ASTM C 136,each........................................7015-Coarse/7016-Fine....................................150.00 Sodium or Magnesium soundness,5 cycles,ASTM C 88,each..........................................................................7012................................ 200.00 Specific Gravity,Bulk SSD,Coarse,ASTM C 127,each....................................................................................7013........................ .............60.00 Fine,ASTM C 128,each.............................................................................................................................7014..................................._75,00 Staining Materials,ASTM C 641,each...............................................................................................................7553......................................90.00 Unit Weight,ASTM C 29,(No Air Void Determination)each...........................................................................7017......................................60.00 Unit Weight and Air Void Determination—Coarse Aggregates,ASTM C 29,each.......................................................................................120.00 Unit Weight and Air Void Determination—Fine Aggregates,ASTM C 29,each...........................................................................................120.00 21 Southern California Area Laboratory Testing-Asphalt Concrete Asphalt Concrete Activity Cost Aggregate Correction for Ignition Oven,each.....................................................................................................4l l7......................................50.00 AsphaltCore Density,each.................................................................................................._.............................4112......................................35.00 Centrifuge Kerosene Equivalent............................... ...... ................................................. .............4118....................................150.00 Complete Asphalt Concrete Mix Design,each....................................................................................................4119................................By Quote Extraction,%Asphalt,ASTM D 2172(Method A,B,or C)or Calif.310.Excluding Ash Correction,each.....4110................................-....75.00 Extraction,%Asphalt,Ignition Oven,each................................................................................................._......4111....................................100.00 Gradation on Extracted Sample(Including Wash)Calif.202,each.....................................................................4108....................................100.00 Maximum Density Hveem,Lab-mixed-Calif.366,each..........................................................................................................4104..................._................175.00 Hveem,Pre-mixed-Calif.366,each...........................................................................................................4105................................_...100.00 Marshall,Lab-mixed-ASTM D 1559,each................................................................... ............................4I06.................I..................175.00 Marshall,Pre-mixed-ASTM D 1559,each................................................................................................4107....................................125.00 Maximum Theoretical Unit Weight(Rice Gravity)ASTM 2041,each...............................................................4120....................................175.00 MoistureVapor Susceptibility.............................................................................................................................4113....................................200.00 PenetrationASTM D 5,each.............................................................................................................................................................................60.00 Stability Tests: Hveem,Lab-mixed-Calif.304,each..........................................................................................................4100....................................250.00 Hveem,Pre-mixed-Calif.304,each...........................................................................................................4101....................................150.00 Marshall,Lab-mixed-ASTM D 1559,each................................................. ........................................4102.......,............................250.00 Marshall,Pre-mixed-ASTM D 1559,each...............................................................................................4103...................I................150.00 Note: Verbal requests will be considered authorization to perform billable work. Please designate those members of your staff who have authority to request our services. 22 Southern California Area Laboratory Tests - Chemical Administrative Charges Activity Cost Manager,Supervisor,or Consultant,per hour.....................................................................................................6409--..................................125.00 Chemist,per hour.................................................................................................................................................6406..............................---.....65,00 Technician,per hour......................... ...--.... 6430......................................48.00 ClericalAssistant,per hour..................................................................................................................................6432...........—........................60,00 CalculationCharge..............................................................................................................................................6403.......---.....-.........By Quotation ReportPreparation Charge.................................................................................................................... ..............6418.........................By Quotation SamplePreparation..............................................................................................................................................6424.............I.....II....By Quotation SampleComposite,per sample............................................................................................................................6425......................................10.00 SampleDisposal................................................... ...... ... ................................,. 6421......................................10.00 SampleTransport,per hour..................................................................................................................................6427......................................4&00 ShippingCharges.................................................................................................................................................6433............................Cost+20% SampleContainers...............................................................................................................................................6434-------....-.....-..........Cost+20°/a Equipment Rental............................... ..... ...........- ..- ........ 6435.........................By Quotation Photography.........................................................................................................................................................6420.........................By Quotation StandardReport/QC Package...............................................................................................................................6511........................................N/C DisketteSurcharge, 10%...................................................................................................................................-6512............................Cost+ 10% RWQCBPackage Surcharge, 15%•.....................................................................................................................6513............................Cost+ 15% NEESA,Army Corps of Engineers,CLP,Etc.,Surcharge..................................................................................6514----..................By Quotation Field Sampling Technician.Per hour............................................................................................................................................6430......................................45.00 Mileage,per mile.................................................................................................................................................6415......--..----..........................0.75 Automatic Composite Sampler,per 24-hours......................................................................................................6400......................................25.00 Discharge Flow Measurement,each....................................................................................................................6412.-.....-........—...................25.00 Supplies 5035 Encore(5g),each......................................................................................................................................................................................10.00 5035 Sampling Tool,each...............................................................................................................................................................................150,00 5035 Easy Draw................................................................................................................................................................................. .....,...15,00 Rush Analyses RushSurcharge,25%...........................................................................................................................................6535............................Cost+25% RushSurcharge,50%...........................................................................................................................................6540............................Cost+50% RushSurcharge,75%...........................................................................................................................................6545............................Cost+75% RushSurcharge, 100%.........................................................................................................................................6550............-.............Cost+ 100% RushSurcharge....................................................................................................................................................6530............................................... 23 Southern California Area Laboratory Tests — Organic Chemistry Organic Analyses Activity Cost 1664 TRPH......................................1.............................-------..................................,,....,,.....,.............................................................................42.00 413.1 Oil and Grease...........................................................................................................................................6236......................................57.00 Oil&Grease,Floatable.......................................................................................................................................6237................................. ....35.00 418.1 TRPH.........................................................................................................................................................6258.........._..........................57,00 8015BTPH-Gasoline........................._...........................-....................................................................................6268.....-.....-.....-......_............46.00 8015BTPH-Diesel...............................................................................................................................................6269......................................54.00 8015B TPH-Gasoline and Diesel.........................................................................................................................6267....................................100.00 8015BTPH-Hydrocarbon Range.........................................................................................................................6263....................................110.00 602 or 8021B BTEX.........................................................................................................................................-.6202......................................46.00 8015B/8021 B Combination-Gasoline..................................................................................................................6203-.....................................53.00 601 or 8021B Halogenated Organics...................................................................................................._............6229....................................106.00 624/8260B Volatile Organics........................................................................... ................................................6250....................................105.00 524 Volatile Organics..........................................................................................................................................6249....................................125.00 625 or 8270C Extractable Organics.....................................................................................................................6216....................-...............130,00 608 or 8082 PCBs Water or Soil........................................................................................... ......6242......................................86,00 ........................ 8082 PCBs Oil.....................................................................................................................................................6244......................................62.00 608 or 8081A Chlorinated Pesticides..................................................................................................................6206----------.....-.... 94.00 .................. 608 or 8082/SOS 1A PCBs and Pesticides..........................................................................................................6243....................................120.00 8151AChlorinated Herbicides............................................................................................................................6207.........................By Quotation TotalOrganic Carbon..........................................................................................................................................6254....-....................By Quotation TotalOrganic Halides............................... ...................................._........................................................... .......6256.........................By Quotation FlashPoint...........................................................................................................................................................6218......................................57.00 OrganicAnalysis..................................................................................................................................................6238.................-.......By Quotation PetroleumAnalysis..............................................................................................................................................6246.........................By Quotation identification/Interpretation of Spectrum................ ...6232.............., By Quotation 5035 or 5030, 8015B/8260B Gasoline and Volatile Organics.......................................................................................................................155.00 Mobile Laboratory Services Mobile Lab per 10 hour weekday........................................................................................................................6460..................................1300.00 Mobile Lab per 10 hour weekend........................................................................................................................6465...---.....-.....-................1500.00 Mobile Lab hours in excess of 10 hours.............................. ...............................................................................6461....................................100.00 Mobilizationfee...................................................................................................................................................6467.........................By Quotation Mobile Lab Standby Time...................................................................................................................................6439-.....-.....-............By Quotation MobileLab Cancellation.......................................14.............................................................................................6468.........................By Quotation All tests are per sample unless otherwise noted. 24 Southern California Area Laboratory Tests — Inorganic Chemistry Inorganic Analyses-Wet Chemistry Activity Cost Alkalinity......................... ............ ...... ......... .. ....._ 6001......................................45.00 Ammonia,Direct..................................................................................................................................................6002......................................36.00 Ammonia,Distillation..........................................................................................................................................6004......................................44.00 BiochemicalOxygen Demand(BOD)..................................................................................................................6006...................... 61.00 ChemicalOxygen Demand(COD)......................................................................................................................6008......................................42.00 Chloride,IC ........................................................................................................................................................6010......................................28.00 Chloride,Argentometri c......................................................................................................................................6012......................................28.00 Chlorine...............................................................................................................................................................6014............_....._.....__-..........40.00 Color....................................................................................................................................................................6016......................................30.00 Conductance........................................................................................................................................................6018......................................17.00 Cyanide,Amenable*(surcharge to Total cyanide)..............................................................................................6022_....._.........-..................45.00* Cyanide,Free.......................................................................................................................................................6024.............................-.......46.00 Cyanide,Total......................................................................................................................................................6028......................................46.00 Cyanide,Reactive................................................................................................................................................6026......................................56.00 Fluoride,IC..........................................................................................................................................................6042..................................._28.00 Hardness..............................................................................................................................................................6050......................................34.00 Mercaptans...........................................................................................................................................................6070._....................................35.00 Nitrate,IC............................................................................................................................................................6078................................_.....28.00 Nitrate,Colorimetric............................................................................................................................................6076......................................34.00 Nitrite...................................................................................................................................................................60 8 0......................................2 8.00 Nitrogen,Kjeldahl...............................................................................................................................................6082....................._....._-........55.00 Oxygen,Dissolved...............................................................................................................................................6096......................................39.00 pH,Aqueous........................................................................................................................................................6102...._.....-..........................10.00 pH,Non-aqueous.................................................................................................................................................6100......................_......_....._-17.00 Phosphate,IC................................................................................ ......................................................................6110......................................28-00 Phenols................................................................................................................................................................6104......................................52.00 Solids,Total Dissolved........................................................................................................................................6132...................................._.23.00 Solids,Settleable..................................................................................................................................................6126......................................23.00 Solids,Suspended................................................................................................................................................6128......................................23.00 Solids,Total.........................................................................................................................................................6130..................._............_.....23.00 Sulfide,Dissolved................................................................................................................................................6138......................................30.00 Sulfide,Reactive...................................................... ...........................................................................................6140......................................48.00 Sulfide,Total.......................................................................................................................................................6142......................................31.00 Sulfate,IC.................................... ....................... ......... 6136......................................28.00 Sulfate,Gravimetne.............................................................................................................................................6134......................................33.00 Surfactants,MBAS..............................................................................................................................................6150..._..................................44.00 Thiosulfate...........................................................................................................................................................6159................................-....33.00 Turbidity..............................................................................................................................................................6174......................................17.00 Waterby Karl Fischer titration............................................................................................................................6272.........................By Quotation ConstructionMaterials Analysis..........................................................................................................................6020...................... By Quotation Semi-Quantitative Screen by 1CP.............................................................................................. .........................6062....................................135.00 Semi-Quantitative Screen by 1C...........................................................................................................................6058....................................105.00 All tests are per sample unless otherwise noted. 25 1 Southern California Area I Laboratory Tests — Inorganic Chemistry Continued Metals Preparation Activity Cost Digestion,Aqueous..............................................................................................................................................6030......................................12.00 Digestion,Nonaqueous........................................................................................................................................6032......................................25.00 STLCExtraction........................................................................................................................................--'--'6036......................................45,00 EP-Tox.................................................................................................................................................................6034......................................72.00 TCLPExtraction.................................................................................................................................................6154......................................35.00 ParrOxygen Bomb..............................................................................................................................................6098......................................48.00 TCLP Extraction ZHE,Per Sample.....................................................................................................................6155......................................55-00 Metals Analysis IndividualMetals,per element..........................................................................................................................-.6072......................................17.00 Hexavalent Chromium...................................................................—................................._..........._.....................6052......................................42.00 OrganicLead........................................................................................................................................................6094......................................42.00 TotalLead............................................................................................................................................................6069......................................34.00 Leadin Paint........................................................................................................................................................6068......................................34.00 Leadin Drinking Water........................................... ...........................................................................................6067.........................By Quotation Metals Group Determinations TTLCCAM Metals..............................................................................................................................................6162....................................115.00 STLCCAM Metals...........................................................................................................................................-6160....................................115.00 RCRAMetals.......................................................................................................................................................6118....................................105.00 PriorityPollutant Metals........................................_.............................................................................................6112....................................135.00 Outside Laboratory Services AsbestosAnalysis................................................................—........................................._....._.............................6300......................................30.00 OtherAnalyses.....................................................................................................................................................6436............................Cost+20% Toxicity Testing of Plastic and Rubber Per National Sanitation Foundation Standards NSF14.................................................................................................................................................................6084....................................900,00 NSF61 Lead Leachate........---.........................................................................................................................6090..................................1600.00 NSF61 General Scan...........................................................................................................................................6088..................................1200,00 NSF 61 General Scan+Lead Leachate................................................................................................................6090..................................2500.00 FDA Testing of Tableware for Lead and Cadmium FDA Testing,on six like pieces,per test-.....—--------'--......... ........ ...........................................................A039...................................250.00 VOC (Volatile Organic Content) Testing VOC,ASTM E-260.............................................................................................................................................6264......................................90.00 VOConly.............................................................................................................................................................6262...._.................................90.00 VOC,including water or exempt solvent AQMD reg)......................... ... ........6266......................._... .....250.00 Biological Biotoxicity,aqueous............................................................................................................................................6500.........................By Quotation Biotoxicity,nonaqueous....................................................................................................................................„6505.........................By Quotation Coliform,total........................................ .............................................................................................................6515_........................By Quotation Coliform,fecal.....................................................................................................................................................6516.........................By Quotation All tests are per sample unless otherwise noted. Note: Verbal requests will be considered authorization to perform billable work. Please designate those members of your staff who have authority to request our services. 26 06/03/2005 11:00 FAX 415 249 0112 METRO/RISK SAN FRANCISCO Q1002 ACORD- 1 CERTIFICATE OF LIABILITY INSURANCE PRO13U1,ElI VA THIS CERTIFICATE iS ISSUED AS A MATTER OF INFORMATIONMETRO MSK, Inc, ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 153 Tow'send Street Suite 650 ALTER THE COVERAGE AFFORIDED BY THE POLICIES BELOW, San Fran -sco, CA 94107 I INSURERS AFFORDING COVERA(�E NAIL 4 INSURED Smith-$ I ery Laboratories INSURER A: Lesan n Insurance -any 19437 781 East ashington Blvd_ 7�/3 01� INSUIERD: _ -- Los Ang es,CA. MI INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN 14SUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDINC ANY REQUIREMENT_TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OF MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCF PDLIOIES-AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. W R AO° PQLfCYNUTABEA PCLICYEFFECTNE POLICYEI(PIflATION DATE N JI LIMITS GENERALLIABILITY EADH�cURRENCE $ I COMMERCIAL GENERAL LIABILITY IIIAL � FIE I ES(Ea occurened �$ CLAIM,MADE D OCCUR MED F)(P(Any one ror) T PEFLSC4 AL&ADV INJURY $ GENERI LAGGRGGATE $ GENT AGGREGATE LIMIT APPLIES PER: PAOCIUCTS•CWPQP AOG $ 944I0Y I PRO L Q C AUTOMOBILR LIABILITY CDMBINED-mrLE LIMIT ANY AUYO (Ea accldar¢) I � ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTO$ (Per person) $ HIRED AUI6Is BODILY INJU RY NQWOIMf ED AUTO, {Pqr accderrl) £ PF10PE9TY DAMAGE $ (P9r acc�denr) GARAGE UABILRY AUTO ONLY-EA ACCIDENT ANY AUTO 'APPROVED Arcs O FORM OTHER THAN EA A= S )ENNIFER McGRA7H,CkyAAceney ALITO ONLY7 ACID $ EACE6SA)M@fi�LLALRBILITY ! J EACH ObOURFIENCE S OCOUFI IF ]CLAIMS MADE � ��n 10� AGGFtiEGaTE s City Ate 4 EI DEOUC77 LE 6 RETENTION S g WGRKERS COg9PPH5A-nQR Am TORY LIMITS _ER WG STATU- QTH• EMPLOYERS'LIARILITY E.L.EAGM ACCIDENT $ ANY PROPFI IETOR/PARTN:AfEXECUTIV6 OFFICERIMEMBEFI EXCLJDED7 EL DIgE,4SE•EA EMPLOYEE If yeB,tle6LYl�e under 6 L D4 E-FCLICY LSM4T $ SPECIAL PRCVIS&WOW A OTHER Professional Liability 9987908 11/1/04 11/1/05 $1,000,000 Each Claim/ Claims-Made Form S1,000,000 Aggregate pfc$CAIPTON PR OPEiIATIgN9!LCCAY+OHS r YEN+CLES 1 EriCLU6LRI+5 ADDF.O BY EHDQA5�IENT)SPECIAL PA6YISIDN3 � 1 Evidence of Insurance_ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIOW POLJ 7 QS BE CANCELLED BEFORE THE LXPIRATION City Of 14urifington Beach DATE THEREDF,THE ISSUING MURFA WILkjwoMUo MAIL30 PAYS WRIT I A Attn: Davi l Verone NOTICE TO THE CE9HF11:ATE HOLDER NAMED TO THE LEFT _ 2000 Main street P.O.Box 1� Huntington Beach,CA 92648 A� �O °RPpESENTATIVE I ACORD 25(2001108). ` i AC6RD CORkAIATION 1908 PROFESSIONAL SERVICE CONTRACTS PURCHASING CERTIFICATION I. Requested by: D Verone 2. Date: June 1, 2005 3. Name of consultant: , 1. Asecc , Inc. 2.1-larrinn ton Geotechnical Engineering, Inc.3. Smith- Emery4. Kleinfelder, Inc �- 4. Attach the written statement of the specification, conditions and other requirements for the requested services that was provided to solicted consultatnts in your answer to 11 of this form. 5. Amount of the contract: $1,000,000.00 G. Are sufficient funds available to fund this contract?1 ® Yes, ❑ No 7. Company number and object code where funds are budgeted: .CIP $, Is this contract generally described on the list of professional service contracts approved by the City Council? ® Yes,, ❑ No 9. is this contract within $25,000 or 25% (whichever is less) of the amount stated on the list of professional service contracts approved by the City Council?' ❑ Yes, ® No 10. Were (at least) informal written proposals requested of three consultants? ® Yes, ❑ No 11. Attach list of consultants from whom proposals were requested (including a contact telephone number). 12. Attach proposed scope of work. 13. Attach proposed payment schedule. I ARD MADRIL, Managdr Purchasing/Central Services If the answer to any these questions is"No,"the contract will require approval from the City Council. Purchasing Certification for Geotech Services.doc 6/2/2005 2:36 PM CITY OF HUNTINGTON BEACH Ica 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK LETTER OF MNSNUTTAL OF ITEM APPROVED BY THE CITY COUNCIL/ REDEVELOPMENT AGENCY OF THE CITY OF HUNTINGTON BEACH DATE: 7k,3 � TO: � /— C! 1 Ii,j ATTENTION: Natne f _ l�c DEPARTMENT: S&2220A)43 / &S'- irj REGARDING: 1A SPeZnb,) %&rSi7^k City,crate,Zip r 7*0f. StJe. a,0,-,nA r See Attached Action Agenda.Item 4 Date of Approval Enclosed For Your Records Is An Executed Copy Of The Above Referenced Agenda Item_ Remarks: �ci Clerk Attachments: Action Agenda Page Agreement v Bonds Insurance RCA Deed Other CC: &nty � ✓ k-- F-- N RCA Ageemeat Insurance Other� L N arunettt RCA Agreement Insurance Other m Name Efepam t RCA Agreement Insurance Other Name Department RCA Agr- ent Insurance Other Name Department RCA Insurance g:/U1owupl1efters/coverltr.doc Mlephone-714-536-5227) RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: Award Contracts for Professional Testing and Inspection Services COUNCIL MEETING DATE: July 5, 2005 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Attached ❑ Not Applicable Resolution (w/exhibits & legislative draft if-applicable) Attached ❑ Not Applicable Tract Map, Location Map and/or other Exhibits Attached ❑ Not Applicable Attached Contract/Agreement (w/exhibits if applicable) Not Applicable ❑ Si ned in full by the City Attome Attached Subleases, Third Party Agreements, etc. Not Applicable (Approved as to form by City Attome Attached Certificates of Insurance (Approved by the City Attorney) Not Appilcable ❑ Attached ❑ Fiscal Impact Statement (Unbudget, over$5,000) Not Applicable Attached ❑ Bonds (If applicable) Not Applicable Attached ❑ Staff Report (If applicable) Not Applicable Commission, Board or Committee Re ort applicable If Attached El p ( pp ) Not Applicable Findings/Conditions for Approval and/or Denial Attached LiPp Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED RETURNED FORWARDED Administrative Staff ( 9490 Assistant City Administrator Initial City Administrator Initial City Clerk ) EXPLANATION FOR RETURN OF ITEM: (Below . For Only) RCA Author: VERONE