HomeMy WebLinkAbout1992-11-03; City Council; 11943; MATERIALS TESTING SERVICES FOR CITY CAPITAL IMPROVEMENT PROJECTS-
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MATERIALS TESTING SERVICES FOR CITY CAPITAL IMPROVEMENT PROJECTS i CITY ATT
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Adopt Resolution No. 92-32? approving two (2) consultant agreements for material: testing services for City projects.
ITEM EXPLANATION:
Materials testing services including soils, concrete, asphalt, masonry, and other construction materials are required in the course of all City capital improvemen‘ projects. In an effort to properly coordinate the increasing volume of this worl
staff prepared a materials testing scope of work and solicited competitivi proposals from ten (10) geotechnical firms within the San Diego and Orange Count: areas.
Proposals were received from ten (10) firms. Following evaluation of th proposals and an analysis of comparative costs, staff recommends the City ente into agreements for the period of October 13, 1992 through June 30, 1993 with th following two (2) firms to provide materials testing services for City projects
and take advantage of opportunities for reduced costs for these needed services
0 Law/Crandall, Incorporated
0 K1 ei nfel der, Incorporated
Materials testing for capital improvement projects is coordinated by the assigne City Inspector. Because of the volume of City construction work and tt availability of the testing firms’ field technicians, staff believes there to t a significant advantage to having the capability of utilizing two (2) differer testing firms for this work.
FISCAL IMPACT:
All costs for materials testing services are charged directly to each individut capital improvement project account. When assembl ing estimated project budget for the CIP, sufficient funds are designated within the project estimate for the: services as an element of the construction process.
If mutually agreed upon by the City and the consultant, these agreements may t renegotiated and extended for two (2) additional one (1) year periods.
EXHIBITS :
1. Resolution ~0.91-323 approving consultant agreements for materia testing services with two (2) firms. Agreements on file in the Engineeri Department.
Law/Crandal 1 contract for execution. 2.
3. Kleinfelder contract for execution.
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RESOLUTION NO. 92-323
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING AGREEMENTS BETWEEN THE
CITY OF CARLSBAD AND KLEINFELDER, INCORPORATED, AND
LAW/CRANDALL INCORPORATED, FOR ANNUAL MATERIAL TESTING
SERVICES FOR CAPITAL IMPROVEMENT PROJECTS
WHEREAS, the City Council of the City of Carlsbad, California, fin
it necessary, desirable and in the public interest to provide materials test-
services as an element of the construction process for City capital improvemt
projects; and
WHEREAS, staff has solicited proposals from qualified materi,
testing firms to provide these necessary services to the City.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City
Carlsbad, California, as follows:
1. That the above recitations are true and correct.
2. That the Mayor and City Clerk are authorized and directed
execute the agreements between the City of Carlsbad and Kleinfelder, Incorpora
and Law/Crandall, Incorporated, on file with the Engineering Department,
provide said services for the period of time from October 13, 1992 thrc
June 30, 1993.
3. That said agreements may be renegotiated at the end of
first year and, if mutually agreed, may be extended for two (2) additional
(1) year periods.
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4. That the Purchasing Officer is hereby authorized and directe
to issue blanket purchase orders to the two (2) aforementioned firms for th
above stated period of time to provide the necessary services to the City.
PASSED, APPROVED AND ADOPTED at a regular meeting of the Carlsb,
City Council held on the 3rd day of NOVEMBER , 1992 by tl
following vote, to wit:
AYES: Council Members Lewis, Kulchin, Larson, Stanton, Nygaard
NOES: None
ABSENT: None
ATTEST:
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ALETHA L. RAUTENKRANZ, City Clerk (SEAL)
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November 9, 1992
Law/Crandall, Incorporated
10037 Barnes Canyon Road
San Diego, CA 92121
Attention: James Copley
Re: Agreement for Materials Testing Services
The Carlsbad City Council, at its meeting of November 3, 1992, adopted Resolution No. 92-323, approving an agreement (copies
enclosed) with your firm to provide necessary materials testing
services for the Capital Improvement Program.
In accordance with Section 25 of the agreement, you are required to
file a Conflict of Interest Statement with the City Clerk of the
City of Carlsbad. Anyone in the company who is working on this
city project must file Form 730, Statement of Economic Interests, and must report investments and interests in real property, Disclosure Category 1, which includes Schedules C-1, C-2 and G. Schedules A, B, D through F, and H are not applicable to your
disclosure category.
Enclosed for your use in meeting the filing requirements is a Form
730 and Instructions, and a copy of the Appendix to the Local
Conflict of Interest Code. We will provide additional forms upon
request.
Your completed Assuminq Office Statement is due in the City Clerk's
Office no later than 5:OO p.m., on December 11, 1992.
If you have any questions, please call me at 434-2809.
-2%
ALETHA L. RAUTENKRANZ, CMC
City Clerk
AN! ijp
Enclosures
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-2808
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I AGREEMENT TO PROVIDE
NECESSARY MATERIALS TESTING SERVICES FOR
THE CAPITAL IMPROVEMENT PROGRAM
THIS AGREEMENT, made and entered into as of the 13th day of October, 1992,
by and between the CITY OF CARLSBAD, a municipal corporation, hereinafter referred
to as "City", and LAW/CRANDALL, INCORPORATED, hereinafter referred to as
"Consultant".
R E C ITALS
City requires the services of a materials testing firm to provide the necessary
materials testing services for the Capital Improvement Program; and Consultant
possesses the necessary skills and qualifications to provide the services required by the
City:
NOW, THEREFORE, in consideration of these recitals and the mutual covenants
contained herein, City and Consultant agree as follows:
1. CONSULTANT'S OBLIGATIONS
Consultant shall provide materials testing services for various City projects on an
as-needed basis and as directed by the City Engineer or his designated representative.
Terms for this program shall be in accordance with Exhibit "AI and "B", both herewith
attached. The Consultant shall perform all tests in accordance with the prescribed
procedure and report all results in accordance with ASTM, City of Carlsbad, and
accepted industry standards.
Rev. 6/10/92
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2. CITY OBLIGATIONS
The City shall:
A. Supply the Consultant with plans and specifications or available information
within City records for any particular test site.
B. Determine the scope of work to be performed including the number and
location of tests to be performed.
3. PROGRESS AND COMPLETION
The work under this contract will commence immediately after execution of the
contract.
4. FEES TO BE PAID TO CONSULTANT
The total shall not exceed the fee payable according to Paragraph 6, "Payment of
Fees," and shall be $200,000. No other compensation for services will be allowed except
those items covered by supplemental agreements per Paragraph 8, "Changes in Work."
5. DURATION OF CONTRACT
This agreement shall extend through June 30, 1993. The contract may be
extended for two (2) additional one (1) year periods or parts thereof, based upon
satisfactory performance and the City's needs.
2 Rev. 6/10/92
9 a
6. PAYMENT OF FEES
The fee(s) payable will be in accordance with the terms and pricing established in
Exhibits "A1 and "B", attached herein. No other compensation for services rendered will
be allowed except those items covered by supplemental agreements per Paragraph 8,
Changes in Work.
7. FINAL SUBMISSIONS
All engineering certifications, reports, and documents shall be signed by a
Registered Civil Engineer in the State of California.
8. CHANGES IN WORK
If, in the course of the contract, changes seem merited by the Consultant or the City,
and informal consultations with the other party indicate that a change in the conditions
of the contract is warranted, the Consultant or the City may request a change in contract.
Such changes shall be processed by the City in the following manner: A letter outlining
the required changes shall be forwarded to the City by Consultant to inform them of the
proposed changes along with a statement of estimated changes in charges or time
schedule. A supplemental agreement shall be prepared by the City and approved by the
City according to the procedures described in Carlsbad Municipal Code Section 3.28.1 72.
Such supplemental agreement shall not render ineffective or invalidate unaffected portions
of the agreement.
3 Rev. 6/10/92
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* 9. COVENANTS AGAINST CONTINGENT FEES
The Consultant warrants that their firm has not employed or retained any company
or person, other than a bona fide employee working for the Consultant, to solicit or
secure this agreement, and that Consultant has not paid or agreed to pay any company
or person, other than a bona fide employee, any fee, commission, percentage, brokerage
fee, gift, or any other consideration contingent upon, or resulting from, the award or
making of this agreement. For breach or violation of this warranty, the City shall have the
right to annul this agreement without liability, or, in its discretion, to deduct from the
agreement price or consideration, or otherwise recover, the full amount of such fee,
commission, percentage, brokerage fees, gift, or contingent fee.
IO. NONDISCRIMINATION CLAUSE
The Consultant shall comply with the state and federal laws regarding
nondiscrimination.
11. TERMINATION OF CONTRACT
In the event of the Consultant’s failure to prosecute, deliver, or perform the work as
provided for in this contract, the City may terminate this contract for nonperformance by
notifying the Consultant by certified mail of the termination of the Consultant. The
Consultant, thereupon, has five (5) working days to deliver said documents owned by the
City and all work in progress to the City Engineer. The City Engineer shall make a
determination of fact based upon the documents delivered to City of the percentage of
4 Rev. 6/10/92
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work which the Consultant has performed which is usable and of worth to the City in
having the contract completed. Based upon that finding as reported to the City Manager,
the Manager shall determine the final payment of the contract.
I
12. DISPUTES
If a dispute should arise regarding the performance of work under this agreement,
the following procedure shall be used to resolve any question of fact or interpretation not
otherwise settled by agreement between parties. Such questions, if they become
identified as a part of a dispute among persons operating under the provisions of this
contract, shall be reduced to writing by the principal of the Consultant or the City
Engineer. A copy of such documented dispute shall be forwarded to both parties
involved along with recommended methods of resolution which would be of benefit to
both parties. The City Engineer or principal receiving the letter shall reply to the letter
along with a recommended method of resolution within ten (IO) days. If the resolution
thus obtained is unsatisfactory to the aggrieved party, a letter outlining the dispute shall
be forwarded to the City Council for their resolution through the Office of the City
Manager. The City Council may then opt to consider the directed solution to the
problem. In such cases, the action of the City Council shall be binding upon the parties
involved, although nothing in this procedure shall prohibit the parties seeking remedies
available to them at law.
13. SUSPENSION OR TERMINATION OF SERVICES
This agreement may be terminated by either party upon tendering thirty (30) days
written notice to the other party. In the event of such suspension or termination, upon
5 Rev. 6/10/92
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request of the City, the Consultant shall assemble the work product and put same in
order for proper filing and closing and deliver said product to City. In the event of
termination, the Consultant shall be paid for work performed to the termination date;
however, the total shall not exceed the lump sum fee payable under paragraph 4. The
City’shall make the final determination. as to the portions of tasks completed and the
compensation to be made.
14. STATUS OF THE CONSULTANT
The Consultant shall perform the services provided for herein in Consultant’s own
way as an independent contractor and in pursuit of Consultant’s independent calling, and
not as an employee of the City. Consultant shall be under control of the City only as to
the result to be accomplished, but shall consult with the City as provided for herein.
The Consultant is an independent contractor of the City. The payment made to the
Consultant pursuant to the contract shall be the full and complete compensation to which
the Consultant is entitled. The City shall not make any federal or state tax withholdings
on behalf of the Consultant. The City shall not be required to pay any workers’
compensation insurance on behalf of the consultant. The Consultant agrees to indemnify
the City for any tax, retirement contribution, social security, overtime payment, or workers’
compensation payment which the City may be required to make on behalf of the
Consultant or any employee of the Consultant for work done under this agreement.
The Consultant shall be aware of the requirements of the Immigration Reform and
Control Act of 1986 and shall comply with those requirements, including, but not limited
6 Rev. 6/10/92
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to, verifying the eligibility for employment of all agents, employees, subcontractors and
consultants that are included in this agreement.
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15. CONFORMITY TO LEGAL REQUIREMENTS
The Consultant shall cause all drawings and specifications to conform to all
applicable requirements' of law: federal, state and local. Consultant shall provide all
necessary supporting documents, to be filed with any agencies whose approval is
necessary.
The City will provide copies of the approved plans to any other agencies.
16. OWNERSHIP OF DOCUMENTS
All plans, studies, sketches, drawings, reports, and specifications as herein required
are the property of the City, whether the work for which they are made be executed or
not. In the event this contract is terminated, all documents, plans, specifications,
drawings, reports, and studies shall be delivered forthwith to the City. Consultant shall
have the right to make one (1) copy of the plans for his/her records.
17. REPRODUCTION RIGHTS
The Consultant agrees that all copyrights which arise from creation of the work
pursuant to this contract shall be vested in City and hereby agrees to relinquish all claims
to such copyrights in favor of City.
7 Rev. 6/10/92
I e d
* 18. HOLD HARMLESS AGREEMENT
The City, its officers, and employees shall not be liable for any claims, liabilities,
penalties, fines, or any damage to goods, properties, or effects of any person whatever,
nor for personal injuries or death caused by, or resulting from, any intentional or negligent
acts, errors or omissions of Consultant or Consultant’s agents, employees, or
representatives. Consultant agrees to defend, indemnify, and save free and harmless the
City and its officers and employees against any of the foregoing claims, liabilities,
penalties or fines, including liabilities or claims by reason of alleged defects in any plans
and specifications, and any cost, expense or attorney’s fees which are incurred by the
City on account of any of the foregoing.
19. ASSIGNMENT OF CONTRACT
The Consultant shall not assign this contract or any part thereof or any monies due
thereunder without the prior written consent of the City.
20. SUBCONTRACTING
If the Consultant shall subcontract any of the work to be performed under this
contract by the Consultant, Consultant shall be fully responsible to the City for the acts
and omissions of Consultant’s subcontractor and of the persons either directly or
indirectly employed by the subcontractor, as Consultant is for the acts and omissions of
persons directly employed by consultant. Nothing contained in this contract shall create
any contractual relationship between any subcontractor of Consultant and the City. The
Consultant shall bind every subcontractor and every subcontractor of a subcontractor by
8 Rev. 6/10/92
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the terms of this contract applicable to Consultant's work unless specifically noted to the
contrary in the subcontract in question approved in writing by the City.
21. PROHIBITED INTEREST
No official of the City who is authorized in such capacity on behalf of the City to
negotiate, make, accept, or approve, or take part in negotiating, making, accepting, or
approving of this agreement, shall become directly or indirectly interested personally in
this contract or in any paLt thereof. No officer or employee of the City who is authorized
in such capacity and on behalf of the City to exercise any executive, supervisory, or
similar functions in connection with the performance of this contract shall become directly
or indirectly interested personally in this contract or any part thereof.
22. VERBAL AGREEMENT OR CONVERSATION
No verbal agreement or conversation with any officer, agent, or employee of the City,
either before, during or after the execution of this contract, shall affect or modify any of
the terms or obligations herein contained nor entitle the Cotpdtant to any additional
payment whatsoever under the terms of this contract.
23. SUCCESSORS OR ASSIGNS
Subject to the provisions of Paragraph 18, "Hold Harmless Agreement," all terms,
conditions, and provisions hereof shall insure to and shall bind each of the parties hereto,
and each of their respective heirs, executors, administrators, successors, and assigns.
9 Rev. 6/10/92
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94. EFFECTIVE DATE
This agreement shall be effective on and from the day and year first written above.
25. CONFLICT OF INTEREST
The consultant shall file a conflict of interest statement with the city clerk in
accordance with the requirements of the City of Carlsbad conflict of interest code. The
disclosure categories shall be categories C-I, C-2, and G.
26. INSURANCE
The Consultant shall obtain and maintain policies of general liability insurance,
automobile liability insurance, and a combined policy of worker’s compensation and
employers liability insurance from an insurance company authorized to do business in the
State of California which meets the requirements of City Council Resolution No. 91-403
in an insurable amount of not less than one million dollars ($1,000,000) each, unless a
lower amount is approved by the City Attorney or the City Manager. This insurance shall
be in force during the life of this agreement and shall not be canceled without thirty (30)
days prior written notice to the City sent by certified mail.
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10 Rev. 6/10/92
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- The City shall be named as an additional insured on these policies. The Consultant
___ _I__ --
No 51
m OPTIONAL SECTION -
CAPACITY CLAIMED BY SIGNER
Though statute does not require the Notary to
fill in the data below, doing so may prove invaluable to persons relylng on the document - 12 - ftd before me,
NAME(S) OF SIGNER(S)
person@) acted, executed the instrument.
WITNESS my hand and official seal.
NUMBER OF PAGES
SIGNER(S) OTHER THAN NAMED ABOVE Though the data requested here IS not required by law,
it could prevent fraudulent reattachment of this form n/dn fi
01992 NATIONAL NOTARY ASSOCIATION 8236 Remmst Ave , P 0 Box 7184 Canoga Park, CA 91309
On this 9 day of October , in the year 19%
b ore me, he dew ned. a Notary Public in and for said State, personally appearec
i
e3ames I!,. Van &everen
and
, personally known to mi 4 to be the persons who executed thi
respectively, of the Corporation therein named, and acknowledged to me that the Corporatioi
executed it pursuant to its by-laws or a resolution of its board of directors
WITNESS my hand and official seal
=:CsC.3hh-'.--,>
OFFICIAL NOTAR' s!-p'
ROBN TAYLOR
w.a.ly PuW - Cr,' f. .-
within instrument as President and Assistant Secretary 'rv C/'nirn Eypirc
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&&
01983 WOLCGTTS INC (price class 8 21 Notary Public in ad&or said State ACKNOWLEDGMENT-Corp -Pres & Sec -WoIcoIls Form 222CA-Rev 11 83
BY tau.-& fz b.
//a A? 5 L0
Deputy City Attorne
11 Rev. 6/10/92
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The City shall be named as an additional insured on these policies. The Consultant
shall furnish certificates of insurance to the City before commencement of work.
Executed by Consultant this day of $19,.
CONSULTANT: CITY OF CARLSBAD, a municipal
corporation of the State of Cal' ia
LawlCrandall. Incormrated
(name of Consultant)
/
By: (/g&gfJ* I -- B: Mayor gdL /
(sign here)
LGz/*f?5 ,L I/&? fle/erc?
/455,5tuHt: 5evdLy
* *%...- Er kc/U/GPUflJy//,, -2-27 c
(print name here) ATTEST:
(title and organization of signatory)
B OMOlU (sign here) W City Clerk
WWP- .-<
ALETHA L. RAUTENKFWNZ 1 \/ L-qL
F&pO-LGC 3' \-15)-C4
(print name here)
VlCz' pei6IDEW"T: Lwh/+Al DRU,SC *
(title and organization of signatory)
(Proper notarial acknowledgment of execution by CONSULTANT must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
)
;TELL
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Deputy City Attorne BY
11 Rev. 6/10/92
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EXHIBIT A
Field Services:
All consultant field personnel will be paid a flat rate of one hour "portal to portal" charge at the rate specified in the rate schedule for all services rendered within the radius of the laboratory and
the northerly city limit of Carlsbad. This charge will be added to the actual time spent on the job by the consultant personnel. The "portal to portal" charge for greater distances will be as agreed
upon by both parties at the labor rate specified prior to the services being rendered.
The consultant's personnel will check in with the City inspector upon arriving on the job and check out prior to leaving the job. Daily field testing reports will be given to the City inspector. Reports shall include specific test locations approved by the inspector.
The consultant will perform only those services specifically requested. by the City inspector. The
consultant will report test results only unless additional services are requested. Reporting of
routine results not calling for comment, recommendations, or conclusions are included in the
price per test or hourly rate for the service rendered as shown on the rate schedule.
The consultants rates shown on the rate schedule reflect all costs including personnel, equipment, vehicles, and insurance.
Overtime, when approved by the agency, will be charged at 1.5 times the rate shown in the rate
schedule for non-professional personnel only. Consultant personnel must advise the City at the
time they arrive at the jobsite of what time they will be on overtime. Overtime shall apply to time in excess of eight hours per week day including "portal to portal" charge and all time on Saturdays, Sundays, and Holidays. Saturday, Sundays, and Holidays will be paid at a minimum
of four hours.
A minimum charge of two hours, including "portal to portal" charge, will be paid for all field services when consultant personnel arrive at the jobsite.
The agency will schedule work with the consultant a minimum of the day prior to services being
needed whenever possible. Lesser notice will allow for scheduling work at the consultant's convenience The consultant personnel will arrive at the jobsite within 15 minutes of the
scheduled time.
Materials technicians shall be equipped with nuclear testing equipment and upon request sand
cone equipment. When concrete sampling is required by the agency in conjunction with compaction testing the technician will also carry the appropriate sampling equipment including
slump cone and upon special request air content and unit weight equipment.
The consultant will provide field personnel at the lowest pay rate capable of performing the work
unless otherwise approved by the agency. In the event a higher level employee is provided than the work dictates, compensation will be made at the lowest rate appropriate for the work performed.
Exhibits A and B shall take precedence over exhibit C in the event of any conflict between the
documents.
t
H :\LIBRARMDPS\W PDATA\I NSPECnF1ELRATE.M IS 9/25/92
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EXHIBIT B
LAW/CRANDALL
R value - correction for oversize material
AC gradation & % asphalt
H:\LIBFiARY\DPS\WPDATA\INSPECT\MHIBLAW.MIS 9/30/92
0 e
. sampling and cylinder pick-
H:\LIBRARY\DPS\WPDATA\INSPECT\MHIBIAW.MIS 9/30/92
e CITY OF CARLSBAD a 9/16/92
SCHEDULE OF CHARGES FOR
CONSTRUCTION MATERIALS S EIiVI CES
(ADDENDUM)
Concrete
c) Splitting Tensil (C 496) .................................................... $ SO
Q,
Hardened Concrete (C 642) .......................................... $ 75
Specific Gravity, Absorption, a~id voids in
Aggregate & Soil
&a Flat or Elongated Particlcs (D 4791) .......................................... $100
63 Lightweight pieces in Aggregate (C 125) ....................................... $150
fd Material Finer Than No. 200 (C 117) .......................................... $50
e Fracture Faccs - Crushed Particles (CAC 205) ................................... $65
e Maxinium Density Optimum Moisture (D 1557) ................................. $110
Q California Bearing Ratio (D 1883) ............................................ $265
Q CTB Design (CAL 312) .................................................... $400
0 Soil Cement Design (wet-dry) (D 559) ......................................... $750
0 pH of Soil (G 51) ......................................................... .$50
Q Clay Lumps and Friable Particles (C 142) ...................................... $75
@ Hydrometer Analysis (D 422) ................................................ $100
0 Moisture Density Relations of Soil-Cement
Mixtures (D 5.58) ................................................... $110
eb Moisture Content, Soil & Aggregate (CAL 226) .................................. $30
@ Surface Moisture in Fine Aggregate (C 70) ..................................... $30
@ Loose Unit Weight of Aggregate (CAL 212) .................................... $50
e2 Compressive Strength of Soil-Cement Mixtures (D 1633) ........................... $25
@ Liquid, Plastic and Plasticity Index (D 4318) .................................... $9.5
Q Unit Weight and Voids in Aggregate (C 29) .................................... $50
ilsphal t
0 Hveern Mix Design (CAL 304) ................................... Quoted on Request
c4 Hveem Compacted Unit Weight (CAL 304) ..................................... $60
Q Marshall Compacted Unit Weight (D 1559) ..................................... $60
8 Marshall Mix Design (MS 2) .................................... Quoted on Request
0 Marshall Stability s(. Flow (Ave of 3) (D 1559) Lab Mix ........................... $150
@ Air Voids Analysis (MS 2) (D 3203) .......................................... $160
CD Compressive Strength of Bituminous
Mixtures (D 1074) ea ................................................. $50
Q
Mixtures (D 1664) ea ................................................ $60
a Paraffin-coated Bulk Specific Gravity (D 1188) ea ................................ $45
e $40
e
Paving Mix (D 1461) ea .............................................. $60
8
Mixtures (D 1075) ea ................................................ $30
Coating and Stripping of Bitumen-Aggregate
Bulk Specific Gravity - SSD (D 2726) ea ................................. e
Moisture or Volatile Distillates in Bituminous
Effect of Water on Cohesion of Compacted Bituminous
.....
0 CITY OF CARLSBAD a 9/1 I
SCHEDULE OF CHARGES FOR
CONSTRUCTION MATERIALS SERVICES (ADDENDUM)
Concrete
0 Splitting Tcnsil (C496) ....................................................
19 Specific Gravity, Absorption, and voids in
Hardened Concrete (C 642) .......................................... :
Aggregate & Soil
e
63' Lightweight pieces in Aggregate (C 125) ........................................ $
e Material Finer Than No. 200 (C 117) ..........................................
Q Fracture Faces - Crushed Particles (CAC 205) ...................................
8 Maximum Density Optimum Moisture (D 1557) ................................. $
b CaIifornia Bearing Ratio (D 1883) ............................................ $
B CTB Design (CAL 312) .................................................... $
0 Soil Cement Design (wet-dry) (D 559) ......................................... $
48 Clay Lumps and Friable Particles (C 142) ......................................
8 '
Mixtures(D.558) ................................................... $
d
@ Surfzce Moisture in Fine Aggregate (C 70) ..................................... ~
QP Loose Unit Weight of Aggregate (CAL 212) .................................... ,
8 Liquid, Plastic and Plasticity Index (D 4318) .................................... ~
@s Unit Weight and Voids in Aggregate (C 29) .....................................
Flat or Elongated Particles (D 4791) .......................................... s
@ . pH of Soil (G 51) ...........................................................
Hydrometer Analysis (D 422) .................................................. $ 8
Moisture Density Relations of Soil-Cement
Moisture Content, Soil & Aggregate (CAL 226) ..................................
@ Compressive Strength of Soil-Cement Mixtures (D 1633) ........................... ~
As pha 1 t
I,
0 Hveem Mix Design (CAL 304) ................................... Quoted on Req
0 Hveem Compacted Unit Weight (CAL 304) ..................................... :
Q Marshall Compacted Unit Weight (D 1559) ..................................... !
8 Marshall Mix Design (MS 2) .................................... Quoted on Requ
8 Marshall Stability & Flow (Ave of 3) (D 1559) Lab Mix ........................... $:
Q Air Voids Analysis (MS 2) (D 3203) .......................................... $1
d Compressive Strength of Bituminous
Mixtures (D, 1074) ea ................................................ :
0
Mixtures (D 1664) ea e e e + I De e e , @ I e I I I I I , ,, , ,,,,, *, , , , . , , , , , , . . , , . , , , , ;
6 Paraffin-coated Bulk Specific Gravity (D 1188) ea ................................ I
0 Bulk Specific Gravity - SS-D (D 2726) ea ....................................... S
0
PavingMix(D 1461)ea .............................................. 9
6
Mixtures (D 1075) ea ................................................. $
Coating and Strippihg of Bitumen-Aggregate
Moisture or Volatile Distillates in Bituminous
Effect of Water on Cohesion of Compacted Bituminous
a CITYOFCARLSBAD 0 91 1 GI'
SCHEDULE OF CHARGES FOR
CONSTRUCTION MATERIALS SERVICES
(ADDENDUM)
Concretc
@ Splitting Tcrisil (C 496) .................................................... $
0 Specific Gravity, Absorption, and voids in .......................................... Hardened Concrete (C 642) $
Aggregate Sr Soil
PB Flat or Elongated Particles (D 4791) .......................................... $1
Q Lightweight pieces in Aggregate (C 125) ....................................... $1
8 Material Finer Than No. 200 (C 117) .......................................... $
0 Fracture Faces - Crushed Particles (CAC 205) ................................... $
e Maximum Density Optimum Moisture (D 1557) ................................. $1
@ California Bearing Ratio (D 1883) ............................................ $2
Q CTB Design (CAL 312) .................................................... $4
0 Soil Cement Design (wet-dry) (D 559) ......................................... $7
4b pH of Soil (G 51) .......................................................... $
@' Clay Lumps and Friable Particles (C 142) ...................................... $
@ Hydrometer Analysis (D 422) ................................................. $1
B) Moisture Density Relations of Soil-Ccment
Mixtures(D558) ................................................... $ 1
c3 Moisture Content, Soil & Aggregate (CAL, 226) ................................... $
bB Surface Moisture in Fine Aggregate (C 70) ................................. :.: .. $
CD Loose Unit Weight ,of Aggregate (CAL 212) ..................................... $
Q Compressive Strength of Soil-Cement Mixtures (D 1633) ........................... $
0 Liquid, Plastic and Plasticity Index (D 4318) .................................... S
e Unit Weight and Voids in Aggregate (C 29) .................................... 9
Asplial t
e Hveem Mix Design (CAL 304) ................................... Quoted on Requl
0 Hve.em Compacted Unit Weight (CAL 304) ..................................... $
0 Marshall Compacted Unit Weight (D 1559) ..................................... 9
0 Marshall Mix Design (MS 2) .................................... Quoted on Requ
? Marshall Stability Sr. Flow (Ave of 3) (D 1559) Lab Mix ........................... $1
ep Air Voids Analysis (MS 2) (D 3203) .......................................... $1
8 Compressive Strength of Bituminous
Mixtures (D 1074) ea ................................................ 9
Q . Coating and Stripping of Bitumen-Aggregate
Mixtures (D 1664) ea ................................................ 9
Q Paraffin-coated Bulk Specific Gravity (D 1188) ea ................................ 3
8 Bulk Specific Gravity - SSD (D 2726) ea ....................................... 1
Q Moisture or Volatile Distillates in Bituminous
Effect of Water on Cohesion of Compacted Bituminous
PavingMix(D1461)ea .......................................... .,,.. 1
e
Mixtures (D 1075) ea ................................................ $
November 9 , 1992
Kleinfelder, Incorporated .
9555 Chesapeake Drive
Suite 101
San Diego, CA 92123
Attention: Ronald Thompson
Re: Agreement for Materials Testing Services
The Carlsbad City Council, at its meeting of November 3, 1992, adopted Resolution No. 92-323, approving an agreement (copies
enclosed) with your f inn to provide necessary materials testing
services for the Capital Improvement Program.
In accordance with Section 25 of the agreement, you are required to
file a Conflict of Interest Statement with the City Clerk of the
City of Carlsbad. Anyone in the company who is working on this
City project must file Form 730, Statement of Economic Interests, and must report investments and interests in real property,
Disclosure Category 1, which includes Schedules C-1, C-2 and G.
Schedules A, B, D through F, and H are not applicable to your
disclosure category.
Enclosed for your use in meeting the filing requirements is a Form
730 and Instructions, and a copy of the Appendix to the Local
Conflict of Interest Code. We will provide additional forms upon request.
Your completed Assumins Office Statement is due in the City Clerk's
Office no later than 5:OO p.m., on December 11, 1992.
If you have any questions, please call me at 434-2809.
@-=+ &a- ALETHA L. RAUTENKRANZ , CMC City Clerk
ALR: ijp
Enclosures
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-2808 (
0 0
AGREEMENT TO PROVIDE
NECESSARY MATERIALS TESTING SERVICES FOR
THE CAPITAL IMPROVEMENT PROGRAM
THIS AGREEMENT, made and entered into as of the 13th day of October, 1992,
by and between the CITY OF CARLSBAD, a municipal corporation, hereinafter referred
to as "City", and KLEINFELDER, INCORPORATED, hereinafter referred to as "Consultant".
R E C ITALS
City requires the services of a materials testing firm to provide the necessary
materials testing services for the Capital Improvement Program; and Consultant
possesses the necessary skills and qualifications to provide the services required by the
City;
NOW, THEREFORE, in consideration of these recitals and the mutual covenants
contained herein, City and Consultant agree as follows:
7. CONSULTANT'S OBLIGATIONS
Consultant shall provide materials testing services for various City projects on an
as-needed basis and as directed by the City Engineer or his designated representative.
Terms for this program shall be in accordance with Exhibit "AI and "B", both herewith
attached. The Consultant shall perform all tests in accordance with the prescribed
procedure and report all results in accordance with ASTM, City of Carlsbad, and
accepted industry standards.
Rev. 6/10/92
0
2. CITY OBLIGATIONS
The City shall:
A. Supply the Consultant with plans and specifications or available information
within City records for any particular test site.
B. Determine the scope of work to be performed including the number and
location of tests to be performed.
3. PROGRESS AND COMPLETION
The work under this contract will commence immediately after execution of the
contract.
4. FEES TO BE PAID TO CONSULTANT
The total shall not exceed the fee payable according to Paragraph 6, "Payment of
Fees," and shall be $200,000. No other compensation for services will be allowed except
those items covered by supplemental agreements per Paragraph 8, 'Changes in Work."
5. DURATION OF CONTRACT
This agreement shall extend through June 30, 1993. The contract may be
extended for two (2) additional one (1) year periods or parts thereof, based upon
satisfactory performance and the City's needs.
2 Rev. 6/10/92
a
6. PAYMENT OF FEES
The fee(s) payable will be in accordance with the terms and pricing established in
Exhibits "A" and "B", attached herein. No other compensation for services rendered will
be allowed except those items covered by supplemental agreements per Paragraph 8,
Changes in Work.
,
7. FINAL SUBMISSIONS
All engineering certifications, reports, and documents shall be signed by a
Registered Civil Engineer in the State of California.
I/
8. CHANGES IN WORK
If, in the course of the contract, changes seem merited by the Consultant or the City,
and informal consultations with the other party indicate that a change in the conditions
of the contract is warranted, the Consultant or the City may request a change in contract.
Such changes shall be processed by the City in the following manner: A letter outlining
the required changes shall be forwarded to the City by Consultant to inform them of the
proposed changes along with a statement of estimated changes in charges or time
schedule. A supplemental agreement shall be prepared by the City and approved by the
City according to the procedures described in Carlsbad Municipal Code Section 3.28.1 72.
Such supplemental agreement shall not render ineffective or invalidate unaffected portions
of the agreement.
3 Rev. 6/10/92
rn 0
9. COVENANTS AGAINST CONTINGENT FEES
The Consultant warrants that their firm has not employed or retained any company
or person, other than a bona fide employee working for the Consultant, to solicit or
secure this agreement, and that Consultant has not paid or agreed to pay any company
or person, other than a bona fide employee, any fee, commission, percentage, brokerage
fee, gift, or any other consideration contingent upon, or resulting from, the award or
making of this agreement. For breach or violation of this warranty, the City shall have the
right to annul this agreement without liability, or, in its discretion, to deduct from the
agreement price or consideration, or otherwise recover, the full amount of such fee,
commission, percentage, brokerage fees, gift, or contingent fee.
I
10. NONDISCRIMINATION CLAUSE
The Consultant shall comply with the state and federal laws regarding
nondiscrimination.
11. TERMINATION OF CONTRACT
in the event of the Consultant’s failure to prosecute, deliver, or perform the work as
provided for in this contract, the City may terminate this contract for nonperformance by
notifying the Consultant by certified mail of the termination of the Consultant. The
Consultant, thereupon, has five (5) working days to deliver said documents owned by the
City and all work in progress to the City Engineer. The City Engineer shall make a
determination of fact based upon the documents delivered to City of the percentage of
4 Rev. 6/10/92
0 0
work which the Consultant has performed which is usable and of worth to the City in
having the contract completed. Based upon that finding as reported to the City Manqger,
the Manager shall determine the final payment of the contract.
12. DISPUTES
If a dispute should arise regarding the performance of work under this agreement,
the following procedure shall be used to resolve any question of fact or interpretation not
otherwise settled by agreement between parties. Such questions, if they become
identified as a part of a dispute among persons operating under the provisions of this
contract, shall be reduced to writing by the principal of the Consultant or the City
Engineer. A copy of such documented dispute shall be forwarded to both parties
involved along with recommended methods of resolution which would be of benefit to
both parties. The City Engineer or principal receiving the letter shall reply to the letter
along with a recommended method of resolution within ten (IO) days. If the resolution
thus obtained is unsatisfactory to the aggrieved party, a letter outlining the dispute shall
be forwarded to the City Council for their resolution through the Office of the City
Manager. The City Council may then opt to consider the directed solution to the
problem. In such cases, the action of the City Council shall be binding upon the parties
involved, although nothing in this procedure shall prohibit the parties seeking remedies
available to them at law.
13. SUSPENSION OR TERMINATION OF SERVICES
This agreement may be terminated by either party upon tendering thirty (30) days
written notice to the other party. In the event of such suspension or termination, upon
5 Rev. 6/10/92
w v
request of the City, the Consultant shall assemble the work product and put same in
order for proper filing gnd closing and deliver said product to City. In the event of
termination, the Consultant shall be paid for work performed to the termination date;
however, the total shall not exceed the lump sum fee payable under paragraph 4. The
City shall make the final determination as to the portions of tasks completed and the
compensation to be made.
14. STATUS OF THE CONSULTANT
The Consultant shall perform the services provided for herein in Consultant’s own
way as an independent contractor and in pursuit of Consultant’s independent calling, and
not as an employee of the City. Consultant shall be under control of the City only as to
the result to be accomplished, but shall consult with the City as provided for herein.
The consultant is an independent contractor of the City. The payment made to the
Consultant pursuant to the contract shall be the full and complete compensation to which
the Consultant is entitled. The City shall not make any federal or state tax withholdings
on behalf of the Consultant. The City shall not be required to pay any workers’
compensation insurance on behalf of the Consultant. The Consultant agrees to indemnify
the City for any tax, retirement contribution, social security, overtime payment, or workers’
compensation payment which the City may be required to make on behalf of the
Consultant or any employee of the Consultant for work done under this agreement.
The Consultant shall be aware of the requirements of the Immigration Reform and
Control Act of 1986 and shall comply with those requirements, including, but not limited
6 Rev. 6/10/92
e m
to, verifying the eligibility for employment of all agents, employees, subcontractors and
consultants that are included in this agreement.
15. CONFORMITY TO LEGAL REQUIREMENTS
The Consultant shall cause all drawings and specifications to conform to all
applicable requirements of law: federal, state and local. Consultant shall provide all
necessary supporting documents, to be filed with any agencies whose approval is
necessary.
The City will provide copies of the approved plans to any other agencies.
16. OWNERSHIP OF DOCUMENTS
All plans, studies, sketches] drawings, reports, and specifications as herein required
are the property of the City, whether the work for which they are made be executed or
not. In the event this contract is terminated, all documents, plans, specifications,
drawings, reports, and studies shall be delivered forthwith to the City. Consultant shall h 1
have the right to make one (1) copy of the plans for his/her records. 4&g m - -ttfL&
17. REPRODUCTION RIGHTS
The Consultant agrees that all copyrights which arise from creation of the work
pursuant to this contract shall be vested in City and hereby agrees to relinquish all claims
to such copyrights in favor of City.
7 Rev. 6/10/92
0 9i
18. HOLD HARMLESS AGREEMENT
The City, its officers, and employees shall not be liable for any claims, liabilities,
penalties, fines, or any damage to goods, properties, or effects of any person whatever,
nor for personal injuries or death caused by, or resulting from, any intentional or negligent
acts, errors or omissions of Consultant or Consultant’s agents, employees, or
representatives. Consultant agrees to defend, indemnify, and save free and harmless the
City and its officers and employees against any of the foregoing claims, liabilities,
penalties or fines, including liabilities or claims by reason of alleged defects in any plans
and specifications, and any cost, expense or attorney’s fees which are incurred by the
City on account of any of the foregoing.
19. ASSIGNMENT OF CONTRACT
The Consultant shall not assign this contract or any part thereof or any monies due
thereunder without the prior written consent of the City.
20. SUBCONTRACTING
If the Consultant shall subcontract any of the work to be performed under this
contract by the Consultant, Consultant shall be fully responsible to the City for the acts
and omissions of Consultant’s subcontractor and of the persons either directly or
indirectly employed by the subcontractor, as Consultant is for the acts and omissions of
persons directly employed by consultant. Nothing contained in this contract shall create
any contractual relationship between any subcontractor of Consultant and the City. The
Consultant shall bind every subcontractor and every subcontractor of a subcontractor by
8 Rev. 6/10/92
e oi
the terms of this contract applicable to Consultant's work unless specifically noted to the
contrary in the subcontract in question approved in writing by the City.
21. PROHIBITED INTEREST
No official of the City who is authorized in such capacity on behalf of the City to
negotiate, make, accept, or approve, or take part in negotiating, making, accepting, or
approving of this agreement, shall become directly or indirectly interested personally in
this contract or in any part thereof. No officer or employee of the City who is authorized
in such capacity and on behalf of the City to exercise any executive, supervisory, or
similar functions in connection with the performance of this contract shall become directly
or indirectly interested personally in this contract or any part thereof.
22. VERBAL AGREEMENT OR CONVERSATION
No verbal agreement or conversation with any officer, agent, or employee of the City,
either before, during or after the execution of this contract, shall affect or modify any of
the terms or obligations herein contained nor entitle the Consultant to any additional
payment whatsoever under the terms of this contract.
23. SUCCESSORS OR ASSIGNS
Subject to the provisions of Paragraph 18, "Hold Harmless Agreement," all terms,
conditions, and provisions hereof shall insure to and shall bind each of the parties hereto,
and each of their respective heirs, executors, administrators, successors, and assigns.
9 Rev. 6/10/92
4P 'ly
24. EFFECTIVE DATE
This agreement shall be effective on and from the day and year first written above.
25. CONFLICT OF INTEREST
The consultant shall file a conflict of interest statement with the city clerk in
accordance with the requirements of the City of Carlsbad conflict of interest code, The
disclosure categories shall be categories C-I, C-2, and G.
26. INSURANCE
The Consultant shall obtain and maintain policies of general liability insurance,
automobile liability insurance, and a combined policy of worker's compensation and
employers liability insurance from an insurance company authorized to do business in the
State of California which meets the requirements of City Council Resolution No. 91-403
in an insurable amount of not less than one million dollars ($1,000,000) each, unless a
lower amount is approved by the City Attorney or the City Manager. This insurance shall
be in force during the life of this agreement and shall not be canceled without thirty (30)
days prior written notice to the City sent by certified mail.
....
....
....
.I,,
....
....
10 Rev. 6/10/92
O perSonally known to me 5 proved to me on the basisofsatisfacto~
to this instrument and acknowledged that he
evidence to be the person(S) whose name(s) is subscribed
executed I$
*
the same.
WITNESS,
Signature I (This A~~~ for official notarial seal)
e e
The City shall be named as an additional insured on these policies. The Consultant
shall furnish certificates of insurance to the City before commencement of work.
Executed by Consultant this day of ,w-.
CONSULTANT: CITY OF CARLSBAD, a municipal
corporation of the State of California
I Kleinfelder, Incorporated
I (name of Consultant)
By: A\\ \, .?!e By:
I
(si g n tier e)
GERRLO L . c\RI/3wf\
(print name here) ATTEST:
\I \(Ji? ?w 5)Q k9-T - v- LE \bl+:Lc)c h +a-
(title and organization of signatory)
J
4 ALETHA L. RAUTENKRANZ ,[-L+l
I By: n/3&& ' /5 lc..&y!!L[, City Clerk
(sign here)
m,cit/s,ec /FJ - /l.4/id*L3 z d
.s&-c,c^e+7;.3-."./ p [L,.+/LdJ z,
(print name here) I
(title and organization of signatory)
(Proper notarial acknowledgment of execution by CONSULTANT must be attached.)
(President or vice-president and secretary or assistant secretary must sign for
corporations. If only one officer signs, the corporation must attach a resolution certified
by the secretary or assistant secretary under corporate seal empowering that officer to
bind the corporation.)
APPROVED AS TO FORM:
8
1.
RONALD R. BALL City A mi4R. L.
Deputy City Attorney BY
//e s+-*
11 Rev. 6/10/92
e 1)
EXHIBIT A
Field Services:
All consultant field personnel will be paid a flat rate of one hour "portal to portal" charge at the
rate specified in the rate schedule for all services rendered within the radius of the laboratory and the northerly city limit of Carlsbad. This charge will be added to the actual time spent on the job
upon by both parties at the labor rate specified prior to the services being rendered.
The consultant's personnel will check in with the City inspector upon arriving on the job and
check out prior to leaving the job. Daily field testing reports will be given to the City inspector. Reports shall include specific test locations approved by the inspector.
The consultant will perform only those services specifically requested by the City inspector. The consultant will report test results only unless additional services are requested. Reporting of routine results not calling for comment, recommendations, or conclusions are included in the price per test or hourly rate for the service rendered as shown on the rate schedule.
The consultants rates shown on the rate schedule reflect all costs including personnel,
equipment, vehicles, and insurance.
Overtime, when approved by the agency, will be charged at 1.5 times the rate shown in the rate
' schedule for non-professional personnel only. Consultant personnel must advise the City at the
in excess of eight hours per week day including "portal to portal" charge and all time on Saturdays, Sundays, and Holidays. Saturday, Sundays, and Holidays will be paid at a minimum
of four hours.
A minimum charge of two hours, including "portal to portal" charge, will be paid for all field
services when consultant personnel arrive at the jobsite.
The agency will schedule work with the consultant a minimum of the day prior to services being needed whenever possible. Lesser notice will allow for scheduling work at the consultant's convenience The consultant personnel will arrive at the jobsite within 15 minutes of the
scheduled time.
Materials technicians shall be equipped with nuclear testing equipment and upon request sand cone equipment. When concrete sampling is required by the agency in conjunction with
compaction testing the technician will also carry the appropriate sampling equipment including
slump cone and upon special request air content and unit weight equipment.
The consultant will provide field personnel at the lowest pay rate capable of performing the work
unless otherwise approved by the agency. In the event a higher level employee is provided than the work dictates, compensation will be made at the lowest rate appropriate for the work
performed.
Exhibits A and B shall take precedence over exhibit C in the event of any conflict between the documents.
H:\LIBRARY\DPS\WPDATA\INSPEC~FIELFATE.MIS 9/25/92
by the consultant personnel. The "portal to portal" charge for greater distances will be as agreed
time they arrive at the jobsite of what time they will be on overtime. Overtime shall apply to time
0 a
EXHIBIT B
KLEINFELDER
S.E. (average of 3)
re determination of soil or base (oven
AC moisture content
H:\LIBRARY\DPS\WPDATA\INSPECnMHIBKLE.MIS 9/30/92
0 0
H:\LIBRAR~DPS\WPDATA\INSPEC~EXHlBKLE.MIS 9/30/92
Proposal No. 5 1-YP2-111
June 23, 1992
EXHIBIT B
PERSONNEL FEl CHEDULE
CITYOFCP: SBAD
,
Personnel
* In-place Density Testing $ 42.00/hour
Senior Engineer/Geologist $95.00/hour
Project Engineer/Geologist $85 .OO/hour
Staff Engineer / Ge olo gis t $65.00/hour
Supervisory Technician $56.00/hour
Sainple Pick-Up $25,00/hour
Coring Equipment with Generator $llS.OO/day
Concrete, Welding, Masonry, Testing, & Observation $34.00/hour
Wordprocessing $35.00/hour
Administrative Assistant $35.00/hour
,-
* In-place density testing of soils, base, and asphalt may be performed by
technician level, associate level, or senior level personnel at this rate.
__--.___
EXHIBIT C
EQUIPMENT CHARGES*
Drilllng 8 Sampling Servlcest
Truck-mounted Drilling Equipment
Flight or Hollow Stem Auger with Operator & Helper. ............................ $1 62/hour
Rotary Wash or Air, with Operator & Helper. ................................... $172/hour
Diamond Bit Coring (NX size). .............................................. $172/hour
Flight or Hollow Stem Auger with Operator & Helper. ............................
.
Travel to and from site charged at hourly rates.
Skid-mounted Drilling Equipment
$1 62/hour
Travel to and from site charged at hourly rate for truck
transport or at cost plus 20% for other transport.
Overtime Premium For Drill Crew
Over 8 hourslday and Saturday.. ........................................... $ 25/hour
Over 12 hours/day, Sunday and Holidays.. ................................... $ 45lhour
Hand-carried Power Drilling & Sampling Equipment ................................. $ 45/hour
Dutch Cone Penetrometer Mounted on Drill Rig.. .................................. Drill Rig Rate + $6Moot
Diamond Bit Core Charge (NX size). ......................................... $9/foot
other Expendable Supplies ................................................. Cost + 20%
Dozers, Backhoes, Tow Trucks, or other special equipment. ...................... Cost i- 20%
Drilling & Sampling Supplies and Support Equipment
Casing, Drilling Mud, Shelby Tubes, Drilling Bits, and
*
t
Does not include operator unless otherwise noted.
4-hour minimum rate for all drilling equipment.
GEOPHYSICAL EXPLORATION EQUIPMENT
Seismograph, Twelve Channel Nimbus Model ES-I210F, ............................ Seismograph, Single Channel Bison Model 1570C or Nimbus Model ES-125.. ........... $160/day
Resistivity Meter, Bison Model #239O ............................................ $1 40/day
Soil Test Model R-40C. ................................................... $1 05/day ,
Megger Earth Tester ....................................................... $ 85/day
Magnetometer, Portable Proton-Geometrics Model 6816
Terrain Conductivity Meter
Geonics Model EM 31 .................................................... $1 70lday
Downhole Shear Wave Velocity Measurement. .................................... On Request
Blast and Vibration Monitor, VM-100 (Normal set up and takedown) .................... $340/day
Blast and Vibration Monitor with operator. ........................................ $ 76/hour or
$5 25ld ay
$ 35/hour
I $420/day
I
$1 60/day i .............................
1 4
Slope Indicator (&hour minimum)
Pneumatic Piezometer indicator
Sealed Double Ring lnfiltrometer
3 4 ...............................................
Sinco Mode151411-A ..................................................... $150/day 9 i TestEquipment On Request .........................................................
p J
z
3 :
3 1
. ._ .j) 0
VEHICLES AND MATERIALS TESTING EQUIPMENT Vehicle. 2 Wheel Drive ........................................................ $ 5.50/hour
Egi KLEINFELUEII e 0
SOIL AND AGGREGATE TESTS
COMPACTION CURVES
Standard 4" Mold ............................................... D-698 Method A $1 20/each
Standard 6" Mold .......................................... D-698 Method B. C. D $135/each
Modified. 4" Mold .............................................. D-1557 Method A $135/each
Modified. 6" Mold .......................................... D-1557 Method B. C. D $145/each
California Impact ....................................................... CAL-216 $145/each
Check Point ................................................................ $ 68/each
UBC.. ............................................................ UBC 70-1 $125/each
Relative Density (Maximum and Minimum) ............................... D-4253 & 4254 $1 %/each
R-value. Untreated Material or Field Sample ................................. CAL-301 $1 75leach
Reproportioned Samples ............................................. CAL-301 $1 95/oach
Correction for oversized material in sample .................................. CAL-301 $ 45/each
C.B.R. 100% Compaction ............................................ D-1883. T-180 $390/each
C.B.R. Other Compaction Effort .............................................. D-I883 $525/each
Soil Cement. C.T.B., Mix Design. ................................................ On Roquest
C.T.B. Compression Test. (Includes Preparation) ....................... D-1633. CAL-312 $625/each
Lime-Treated Compression Test (Includes Preparation) ......................... CAL-373 $625/each Check Point ............................................................. CAL-373 $170/each
Sieve Analysis. Coarse and Fine Including Wash. ............................... C-I36 $ 95/oach
Sieve Analysis. Coarse (Retained on No . 4 Sieve) .... i .......................... C-136 $ %/each
Sieve Analysis. Fine Including Wash (Passing No . 4 Sieve) ........................ C-136 $ 75/each Sieve Analysis, Wash (% Finer than No . 200 Sieve). ............................. C-I17 $ 50/each
Hydrometer (Without Sieve Analysis) ......................................... D-422 $I OO/each Hydrometer (Including Sieve Analysis) ............................................ $1 50leach
Specific Gravity .............................................. C-127. C-128. D-854 $ 55/each
Sand Equivalent. Average of 3 ............................................ CAL-217 $ 68/each
Sand Equivalent. One Point Method .............................................. $ 53/each
Plasticity Index ........................................................... D-4318 $1 OO/each
Liquid Limit .................................... ... ........................ D-4318 $ 65/each
Swell Test ............................................................. FHASpecification $1 15/each
Swell Test ......................................................... UBC 29-2 $175/each
Swell Pressure. Per Point ...................................................... $ 58/each Chemical ExpansionTest ...................................................... $ 63ieach'
Moisture Determination and Unit Weight ........................... ; .............. $ 28/each
Moisture Determination Only ................................................... $ 17/each
Resistivity of Soil (Laboratory Measurement) ............................ CAL-532 or 643 $ 85/each
Organic Content-Soils ..................................................... D-2974 $ 55/each
Pinhole Test for Dispersive Soils ............................................. D-4221 $1 15/each
Flexible Wall, Constant Head ................................................... $350/each
On Request
SOIL AND AGGREGATE STABILITY
Ri.Value, Cement. Lime or other Additives. Laboratory Mixed or
..
BASIC SOIL AND AGGREGATE PROPERTIES
.. . pH Test (Laboratory Measurement) .............................................. $ 35/each
HYDRAULIC CONDUCTIVITY
Flexible Wall. Falling Head .....................................................
Rigid Wall Perrneameter ....................................................... $350/each
SAMPLE PREPARATION Trimming ................................................................... $ 35/each'
Remolded Sample ........................................................... $ 70/eacli
5
L c 1 @ 0
i I
SHEAR STRENGTH AND CONSOLIDATION TESTS
Unconfined Compression. Including Moisture Content
Triaxial Compression Test
and Unit Weight ....................................................... D-2166 $ 68/each
Quick Per Point ....................................................... D-2850 $ 95/point
CD Saturated ............................................................ $240/poinl
CU Saturated ............................................................ $1 90/point
CU Saturated with Pore Water Pressure ....................................... $270/point
Direct Shear (Quick) Per Point ............................................... D-3080 $ 75/each
Direct Shear (3 point staged test) ................................................ $230/each
Direct Shear (Residual) Per Point ................................................ $1 20/point
Consolidation. With Two Time Rates ............................................. $330/each
Constant Rate of Strain Consolidation. WithTime Rate ............................ 0.4186 $400/test .
Consolidation. Without Time Rate, Six Load Increments ........................... D-2435 $230/test
Collapse Potential ............................................................ $ 65/each
............................................................ Uu Satura&d $1 60/point
Note: Special testing procedures that deviate from standard will be charged on a time and
expense basis .
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AGGREGATE QUALITY
Injurious Organic Matter .................................................... C-40 $ 37/each
Absorption. Gravel ........................................................ C-?27 $ 37/each
Absorption. Sand ......................................................... C-128 $ 37/each
Unitweight .............................................................. C-29 $ 431each
Unit Weight (Average of 3) .................................................. C-29 $ 68/set
Los Angeles Rattler Test-500 Revolutions ............................. CAL.211. C-I31 $1 O5/each
Los Angeles Rattler Test-I . 000 Revolutions ........................... CAL.211. C-535 $1 40/each
Sulfate Soundness (5 Cycles) Per Sieve Size ................................... C-88 $ 68/each
Mortar Making Propelties of Sand (2 ages) ..................................... C-87 $255/each
Potential Reactivity Test .................................................... C-289 On Reques
Cleanness Test (Referee Test) ............................................ CAL-227 $1 30/each
Crushed Particles on Sieved Sample ........................................ CAL-205 $ 80/each
$ 80/each
Clay Lumps and Friable Particles ............................................. C-I42 $ 70/each
Lightweight Pieces in Aggregate ............................................. C-I23 $1 OO/each
Durability Index-Coarse or Fine ........................................... CAL-229 $1 25/each
Flat and Elongated Particles on Sieved Sample ......................... CE.119. CE-120
CONCRETE I I
Concrete Mix Design Review .................................................... $135/each
Laboratory Trial Batch. Including Compression Testing of Six Specimens ................. $335/each
Concrete Cylinder Cured and/or Compression Tested ............................. C-39 $ 16/each
Compression Test. Lightweight Insulating Concrete. ............................. 6-495 $ 2Weach
Unit Weight of Concrete Cylinders ............................................ C-138 $ 32/eaci-
Flexural Strength. Concrete Beam ....................................... C.78. C-293 $ 65/eact
Air Content of Freshly Mixed Concrete ......................................... C-231 $ 17/eact
Compression Test. Gunite ...................................................... $ 34/eact
Compression Test on Cored Specimens (Includes End Preparation) ................. C-42 $ 60/eact
Cylinder Molds ............................................................... $ 2/eack
Drying Shrinkage Test. set of 3 ...................................... C.157. CAL-530 $31 5/eact
Modulus of Elasticity of 6" x 12" Concrete Cylinder ............................... C-469 $1 65/eact
Splitting Tensile Strength ................................................... C-496 $ 5O/eacl
Cement Content of Hardened Concrete ........................................ C-85 On Reque
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FLY ASH. POZZOLAN & CEMENT
(_' Chemical Analysis ........................................................ C-618 On Request
Fineness (-325 Size) ........................................................ C-430 $ 55hach
Pozzolan Activity with Lime. Set of 3 .......................................... C-311 Soundness by Autoclave. Set of 3 ............................................ C-311 $ 260iset
Specific Gravity ........................................................... '2-188 $ 53/each
Pozzolan Activity with Cement. Set of 3 C-311 $ 14O/set
$ 140/sot
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Fineness by Air Permeability (Blaine) C-204 $ 53ieach ..........................................
MASONRY
i Grout or Mortar Specimen
Cured and/or Compression Tested .................................. C-942. C-109 $ 27/each
Compression Test. Masonry' Units ............................................ C-140 $ 53/each
Compression Test. 8 x 8 x 16 Prisms or smaller ..................................... $
Compression Test. 10 x 8 x 16 Prisms or smaller .................................... $
Compression Test. 12 x 8 x 16 Prisms or smaller .................................... $ Absorption and Received Moisture. Masonry Units ............................... C-140 $ 53/each
Lineal Shrinkage. Masonry Units .................................... C-426. orTitle 21 $ 100/each
Compression Strength. Brick ................................................ C-67 $ 38/oach Modulus of Rupture, Brick. ................................................. C-67 $ 43/each
Absorption Test. Brick. 5-Hour with Coefficient .................................. C-67 $ 60ieach
Grout or Mortar Mold .......................................................... $ 2/each
Breaking Load. Roof Tile ............. ... ............................... UBC 32-1 2
Freeze-Thaw. Roof Tile. Set of 5 ................................................. Absorption. Roof Tile ................................................. UBC 32-12 $ 40/each
63/each
73/each
83/each
Shear Test on Masonry or Brick Cores CAL-644 $ 65/each
25ieach
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......................................
$
$1. 500/set
ASPHALT
Specification Tests-AR Grades ................................................. On Request
-Liquid Asphalt Grades ................................................... On Request
OtherAsphaltTests ........................................................... On Request
Centrifuge Kerosene Equivalent ............................................ CAL-303 $ 153ieach
Extradion. % Bitumen ................................... D-1856. 0-2171. or CAL-310 $ 95/each
.. Stabilometer Test and Mixing of Sample ..................................... CAL-366 $ 140/each
Stabilometer Test on Premixed Sample ...................................... CAL-366 $ 85/each
Swell ................................................................. CAt-305 $ E!O/each Moisture Vapor Susceptibility, in Addition to Stabilometer ........................ CAL-307 $ 160ieach
and Aggregate. Hveem or Marshall Method ..................................... On Request
Marshall Stability and Flow-Set of 3 (Without Mixing) ............................ D-I559 $ 220/set
Marshall Stability and Flow-Set of 3 (Lab Mixed) ................................ D-1559 $ 285/set
Unit Weight of Asphalt Core or Compacted Sample ............................... D-2726 $ Moisture Content'(Xy1ene Reflux Method) ...................................... D-I461 $ 148/each
Maximum Density of Mix by Marshall Method. Set of 3 (Without Mixing) .................. $ 130/set . Maximum Theoretical Specific Gravity (Rice Method) ............................. D-2041 $ 75/each
Index of Retained Strength ................................................... D-1075 $ '660/each
Coring Charges .............................................................. See Page4
-Emulsions ............................................................. On Requost
Complete Design of Wearing Surface for a Given Asphalt
38/each .
EPOXY
Bond Strength ............................................................ C-882 $ 80!each ShearStrength. Metal-To-Metal .............................................. D-1002 $ 40/each
Gel Time .......................................................... MHTD T-42 $ 32/each
Shear Strength. Diagonal. Set of 2 ...................................... MHTD T-44
Flexural Strength. Hardened Concrete to Hardened Concrete. Set of 2 .......... MHTD T-43
Flexural Strength. Plastic Concrete to Hardened Concrete. Set of 2 ............. MHTD T-43
$ 285/set
$ 220 + cost
of cutting
$ 285 + cost
of cutting
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METALS
Tensile, Up to 0.5 sq. in. Cross Sectional Area.. .................................. $ 43/each*
0.5 sq. in. to 1.2 sq. in. ................................................... $ 53/each*
Greater than 1.2 sq. in. ................................................... On Request
Bend Only.. .............................................................. $ 22/each
Tensile and Bend, Up to 0.5 sq. in. Cross Sectional Area.. .......................... $ 53leach
Tensile and Bend, 0.5 sq. in. to 1.2 sq. in.. ....................................... $ 63/each
Tensile and Bend, Greater than 1.2 sq. in. ....................................... On Request
Pre-Stress Strands, Tensile and Elongation.. ................................. A-416 On Request .
Pre-Stress Wire, Tensile and Elongation ..................................... A-421 On Request
Machining Costs.. ......................................................... At Cost + 20%
Weight of Coating (Set Of 3). .............................................. A-90 $ 84/set
Bolts, Nuts & Washers, Hardness, & Load Tests.. ................................ On Request
* Does not include machining costs, if required.
WE4DING QUALIFICATIONS-STRUCTURAL STEEL
(PHYSICAL TEST METHOD-ASME, AWS, API, TITLE 21) . '.
Operator Performance and Procsd.ure Tests ...................................... On Request
Machining and Material Costs.. ...................... :. ....................... On Request
Laboratory Testing: Guided Bend Test, face or root.. .............................. $ 281each
Side BendTest ............................................ $ 28/each
Free BendTest ............................................ $ 28teach
Tensile Test (reduced section), , , , , , , , , , , , , , , , , , , , , , , . , . , , , . a , $ 421each
MacroetchTest ............................................ $ 42/each
FractureTest .............................................. $ 32/each
TBendTest ............................................... $ 47leach
NotchTest ................................................ $ 37Ieach
Fusion Qualification Test on High Pressure Polyethylene Pipe ........................ On Request
Qualification tests also available by X-ray procedures .............................. On Request
ROOFING TESTS
Standard Quantitative Analysis ................................................ $1 05/each
Standard Quantitative Analysis With Gravel ...................................... $1 15hach
Quantitative Analysis. .................................................... D-2829 $1 70/each
Quantitative Analysis (New Roofs) ......................................... . D-3617 $1 05leach
Unit Weight of Surfacing. .................................................... $ 53/each
Unit Weight of Sample.. ..................................................... $ 53/each
Diagram of Sample.. ....................................................... $ 53/each
Void Analysis .............................................................. $ 53/each
Ply Type Identification ........................................................ $ 37/each
Mat Type Identification ....................................................... $ 37/each
Bitumen Sample Recovery. .................................................. $ 37/each
Bitumen Type Identification (Softening Point) ..................................... $1 OO/each
Compliance Report. ........................................................ On Request
Technical Photograph. ....................................................... On Request ,.,
Roof Moisture Survey. ...................................................... On Request
Weight of Bitumen, Ply Structure Diagram
Includes Weight of Gravel
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TIMBER
Moisture Content Measurements. ............................................. $15/each, plus
Strip Tension Test. ........................................................ $70/each, plus
Truss LoadTest ........................................................... On Request
ShearTest ............................................................... On Request
Qualification Test For Adhesives .............................................. On Request
FaceJointBondingTest .................................................... On Request
EndJoint Bonding Test ..................................................... On Request
technician's
hourly rate
machining cost
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