HomeMy WebLinkAbout1986-01-21; City Council; Resolution 8353f *
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RESOLUTION NO. 8353
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA APPROVING AGREEMENTS BETWEEN THE CITY OF CARLSBAD AND TESTING ENGINEERS, OF SAN DIEGO FOR ANNUAL MATERIAL TESTING SERVICES FOR 1985-86 CAPITAL IMPROVEMENT PROGRAMS AND
MISCELLANEOUS NON C.I.P.. WORK
The City Council of the City of Carlsbad, California,
does hereby resolve as follows:
1. That an agreement between the City of Carlsbad and
Testing Engineers of San Diego for material testing services a
copy of which is attached (Exhibit A) and made a part hereof,
is hereby approved.
2. That the Mayor of the City of Carlsbad is hereby
authorized and directed to execute said agreements for and on
behalf of the City of Carlsbad.
PASSED, APPROVED AND ADOPTED at a regular meeting of
the Carlsbad City Council held on the 21st day of January ,
1986 by the following vote, to wit:
-
AYES : Council Members Casler, Lewis, Kulchin, Chick and Pettine
NOES : None
ABSENT: None
ATTEST:
aed3LARA
ALETHA L. RAUTENKRANZ, City
(SEAL)
-~
MARY H.//ASLER, Mayor
AGREEHENT FOR HATERIALS TESTIHG
THIS AGREEMENT, made and entered into as of the -
day of I19 I by and between the CITY OF
CARLSBAD, a municipal corporation, hereinafter referred to as
"City," and TESTING ENGINEERS, hereinafter referred to as
"Consultant. 'I
RECJTALS
City requires the services of materials testing; and
Consultant possesses the necessary skills and
qualifications to provide the services required by City;
NOW, THEREFORE, in consideration of these recitals and
the mutual covenants contained herein, City and a Consultant
agree as follows:
1. CONSULTANT'S OBLIGATIONS
Consultant shall provide Material Testing services for
various City projects on an as needed basis and as directed by
the City Engineer. Payments for various tests will he per each
test performed and the fee shall be according to the Fee
Schedules, see "Attachments A and B."
2. CITY OBLIGATIONS
The City shall:
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a. Supply the Consultant with the improvement plans or
available information for any particular test site.
b. Determine the number and location of the tests.
3. FEES TO BE PAID TO CONSULTA.NT
The fee payable according to Paragraph 4, "Payment of
Fees", shall be per each test performed. No other compensation
for services will be allowed except those items covered by
supplemental agreements per Paragraph 5, "Changes in Work".
4. PAYMENT OF F\E,ES
The closure date for monthly billing will be the 30th of
each month, and all invoices shall be submitted to the City for
payment by the 2nd day of each month.
5. CHANGE~S IN WORK
If, in the course of this 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 or Consultant to inform them of
the proposed changes along with a statement of estimated changes
in charges or time schedule. After reaching mutual agreement on
the proposal, a supplemental agreement shall be prepared by the
City and approved by the City Council, if over 10,000.00. Such
supplemental agreement shall not render ineffective or invalidate
unaffected portions of the agreement. Changes requiring
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immediate action by the Consultant or City shall be ordered by
the City Engineer who will inform a principal of the Consultant's
firm of the necessity of such action and follow up with a
supplemental agreement covering such work.
6. F I N AL SUBM I SS I ON-S
All final engineering certifications, reports and documents
shall be signed by a Registered Civil Engineer.
7. CHANGES 1.N ,WOR,K
If, in the course of this 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 or Consultant to inform them of
the proposed changes along with a statement of estimated changes
in charges or time schedule. After reaching mutual agreement on
the proposal, a supplemental agreement shall be prepared by the
City and approved by the City Council, if over 10,000.00. Such
supplemental agreement shall not render ineffective or invalidate
unaffected portions of the agreement. Changes requiring
immediate action by the Consultant or City shall be ordered by
"Lie City Engineer who will inform a principal of the Consultant's
I
firm of the necessity of such action and follow up with a
supplemental agreement covering such work.
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8. DESIGN STANDAR-DS
The Consultant shall prepare all the reports and tests in
accordance with the ASTM and the City of Carlsbad standards.
9. COVEN A,N T S AG A 1,"s-T C 0 N T I N G E N T, FEE SA
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 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 fee, gift, or contingent fee:
IO. NONDISCRIMINATION CL,AUSE u
The Consultant shall comply with the State and Federal
Ordinances regarding nondiscrimination.
11. TER,MINATION OF CONT-RACT
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 Contract. The Consultant, thereupon, has five (5) working
days to deliver said documents owned by the City and all work in
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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 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
Council, the Council shall determine the final payment of the
Contract. Final payment shall be in compliance with the Code of
Federal Regulations.
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
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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. RESPO.NSIBILITY, OF THE CONSULTANT
The Consultant is hired to render inspection services for
various City projects and any payments made to Consultant are
compensation solely for such services. Consultant shall certify
as to the correctness of all tests and reports, signed and
furnished with Registered Civil Engineer's number.
14. SUSPENSION OR TE-RMI-NATION OF SERV,I,CES
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 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 guaranteed total maximum. The City
shall make the final determination as to the portions of tasks
completed and the compensation to be made. Compensatiori to be
made in compliance with the Code of Federal Regulations.
15. 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
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City only as to the result to be accomplished and the personnel
assigned to the project, but shall consult with the City as
provided for in the request for proposal.
16. CONFORM,ITy TO L-EGAL REQU-IR-EMENTS
The Consultant shall cause all field tests and reports 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.
17. OWN~ERSHIP OF DOCUMENTS
All studies, sketches, drawings, test 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, drawings,
test reports and studies shall be delivered forthwith to the
City.
18. HOLD HARMLESS AGREE,ME-NT
The City, its agents, 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,
or claimed to have been caused by, or resulting from, any act or
omission of Consultant or Consultant's agents, employees, or
representatives. Consultant agrees to defend, indemnify, and
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save free and harmless the City and its authorized agents,
officers, and employees against any of the foregoing liabilities
or claims of any kind and any cost and expense that is incurred
by the City on account of any of the foregoing liabilities,
including liabilities or claims by reason of alleged defects in
any plans and specifications, unless the liability or claim is
due, or arises out of, solely to the City's negligence.
19, ASS1GNMEN.T 0.F CONTR.A,CT
The Consultant shall not assign this Contract or any part
thereof or any monies due thereunder without the prior written
consent of the City.
2 0. SUB C 0 N~T R A C T I N-G -.
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 arid
every subcontractor of a subcontractor by 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.
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21. PROHIBITED INTER,ES,T
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 any
architectural, engineering inspection, construction or material
supply Contractor, or any subcontractor in connection with the
construction of the project, shall become directly or indirectly
interested personally in this Contract or in any part thereof.
No officer, employee, architect, attorney, engineer, or inspector
of or for the City who is authorized in such capacity and on
behalf of the City to exercise any executive, supervisory, or
other 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 AGREEME,NT OR CONVE.RSATI0N
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 such verbal agreement
or conversation entitle the Consultant to any additional payment
whatsoever under the terms of this Contract.
23. SIJCCESS0R.S 0.R 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.
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24. EFFECTIVE DATE
This agreement shall be effective on and from the day and
year first above written.
25. C-ONFLICT 0,F INTE,R,EST
The Consultant shall file a Conflict of Interest Statement
with the City Clerk of the City of Carlsbad in accordance with
the requirements of the City of Carlsbad Conflict of Interest
Code.
IN WITNESS WHEREOF, we have hereunto set our hands and seals.
TESTING ENGINEERS CITY OF CARLSBAD:
- BY KARY A. CASLEH, Mayor
Title: LJPA~/CN - &m AGC&
APPROVED AS TU FORM: ATTESTED:
v-Y" t. m wlluyl-- mm L .' RAV
City Attorney City Clerk
Testing Engineers - San Diego
A D/ns/on of United States Testmg Company, Inc
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641
2948 industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248
SAN DIEGO FEE SCHEDULE
Effective July 1,1984
PROFESSIONAL SERVICES:
Consulting Su pervi sion Investigations Owner/Lender's Construction Representative
Pavement Eva1 ua t i or] Test Program Development Roofing/Waterproofing Consultation Plant Production Certification Geotechnical Investigations
Principal Engineer, Architect, Construction Rep., Geologist Per Hour $ 70.00
Project Engineer, Architect, Construction Rep., Geologist. . Per Hour 60.00
Staff Engineer, Architect, Construction Rep., Geologist .... Per Hour 50.00
COURT APPEARANCE AND DEPOSITIONS
Half Day (Morning or Afternoon Session) ............................. 400.00
Full Day (Morning and Afternoon Session). ........................... 800.00
Preparation of Testimony ................................... Per Hour 100.00
TECHNICAL SERVICES
A. Registered Special Inspector ............................. Per Hour
B. OSA Registered Title I1 Inspector.. ....................... Per Hour
34.00
38.00
Special consideration will be given to inspection programs involving continuous employment.
C. Laboratory Technician/Draftsman ........................ Per Hour
D . No n destructive Testing Tech n i c i an
38.00
1. Ultrasonic, magnetic particle, dye penetrant,
2. Radiography
re-bar locating, nuclear gage ...................... Per Hour 38.00
a. Technician with mobile laboratory. .............. Per Hour 42.00 b. Assistant.. ..................................... Per Hour 30.00
c. Film .................................. Actual Cost I- 15%
E. Soils Technician.. ....................................... Per Hour 34.00
F. Mobile Field Laboratory.. ................................ Per Hour 5.00
G. Sampling (batch plants, reinforcing steel, aggregate, etc.) . Per Hour
H. Pick-up and Delivery.. ............................................
30.00
25.00
36.00 I. Roofing/Waterproofing Inspection/Membrane Sampling ... Per Hour
I' Attachment A"
/7
MINIMUM CHARGES
A.
B.
C.
D.
E.
Inspector, Nondestructive Testing Technician, Engineer Technician
and Soils Technician
1. Show up - no work or less than 2 hours work performed ........ 2 hours
2. One-half working day or less over 2 hours ....................... 4 hours
3. Over 4 hours.. ............................................ ..Actual time
Pick-up of test specimens (concrete cylinders, mortar, grout, etc.) ... 1 hour
Sampling and testing of material (including concrete cylinders) ..... 2 hours
Per Diem - Actual cost ....................... ., . Minimum per day $50.00
Parking and Tolls ..................................... Actual Cost
OTHER SERVICES
A. Secretarial.. ............................................. Per Hour 22.00
B. File search and reissue of report ......................... .Minimum 22.00
REPORTS
C. A maximum of six copies will be issued for each report, any additional copies.. ................................. Each Page 0.30
22.00 D. Minimum charge per invoice.. .....................................
OVERTIME RATES
Our regular working hours are from 8:OO to,4:30 on Monday through Friday. Over- time rate will be charged for any time over eight hours in any one day. All overtime will be charged at the rate of time and one-half except for Sundays and Holidays which will be at double time.
Special work shifts will be charged as follows: Swing Shift, add 10%; Grave Yard, add 20%.
The following shall be considered as Holidays:
New Year’s Day Veteran’s Day Memorial Day Thanksgiving Day
Independence Day Friday after Thanksgiving Labor Day Christmas Day President’s Day
MILEAGE
Mileage for inspection, testing or sampling (over 30 mile radius from our nearest facility). ............... ..Per Mile Travel time and mileage will be computed from our nearest base of operation.
0.40
OUTSIDE SERVICES
Cost plus 15% will be charged for any work not performed by our office.
TERMS OF PAYMENT
Payment for services is due upon presentation. Invoices are rendered on a monthly basis as either a partial or a final billing. A charge of 1 %O/O per month (APR 18%) on the unpaid balance will be made on accounts older than 30 days from date of
invoice. Any attorney’s fees or other costs incurred in collecting any delinquent accounts will be added to amounts due and shall be paid by the party invoiced.
2 Testing Engineers - San Oiego
July 1984
e
TESTING
e
GENERAL
A. A preparation charge will be added to all samples submitted to the laboratory
that are not ready for testing. This preparation charge will be based on the actual
time required and at the laboratory technician’s rate of $38.00 per hour.
B. This price schedule has been condensed for your convenience. The costs of additional tests will be furnished upon request.
CONCRETE, GUNITE, LIGHTWEIGHT CONCRETE FILL
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
Compression Tests
1. 6x12 cylinder ASTM C39.. ................................. Each $ 10.00
2. Gunite a. Baskets ................................................ Each 18.00
b. Panels, 3 cut cores per panel.. .......................... Each 150.00
3. Cores, ASTM C42 (excluding sample preparation) .......... Each 15.00
4. Lightweight Concrete Fill, ASTM C495 ..................... Each 16.00
5. Concrete or Gunite Cubes, 1 to 1 .......................... Each 14.00
Cylinder Molds, 6x12, single use, ASTM C470 ................. Each 1.20
Cylinders stored and cured, not tested ........................ Each 9.00
Flexural test, 6x6~18, ASTM C78 .............................. Each 25.00
Unit weight, concrete cylinders ............................... Each 15.00
Modulus of elasticity (static) A.STM C469.. .................... Each 71.00
Concrete Mix Designs.. ...................................... Each 65.00 If it is necessary to sample aggregates and run a graduation, add $60.00 to first mix design only, regardless of number of mixes required.
Concrete Mix Design revision or review ....................... Each 50.00
Laboratory trial batch, ASTM C192, includes making 6 cylinders 200.00
Drying shrinkage (3 specimens - 28 days) ASTM C157 MOD . . Each 180.00
18.00
24.00
(does not include aggregate sampling and testing). ............ Each
Unit Weight, lightweight concrete fill .......................... Each
Splitting strength test, ASTM C496.. .......................... Each
CEMENT - Prices quoted on request, dependent on type of cement and test requ ired.
A. Grab sample, sealing and storing for 2 months in a humidity
and temperature-controlled room ............................. Each 13.00
MASONRY
A. Compression Tests
1. Mortar, 2x4 cylinder UBC .................................. Each
2. Grout UBC ................................................ Each
3. Cores (excluding sample preparation) ...................... Each
4. Composite Prism under 400,000 Ibs.
Full size, 8x16~16 ......................................... Each
Half size, 8x16~8 .......................................... Each
B. Mortar & grout samples stored and cured, not tested.. ......... Each
C. Shear test - cores (excluding sample preparation) ............ Each
Testing Engineers 3
10.00
11.50
16.00
80.00
63.00
9.00
40.50
San Diego
July 1984
BLOC
A . B .
C . D .
E . F .
G .
K (ASTM C140 or CMA per specimen)
Compression test. to 8x8~16 ........................
Compression test. larger than 8x8~16 ...............
Absorption. Moisture Content and Unit Weight ......
Linear Shrinkage (CMA Rapid Method) .............. Tensile test (CMA Method) ......... .?. ............. Moisture condition by Relative Humidity. ASTM C427
Each additional unit ................................ Efflorescence. block only ........................... block with mwtar ....................
First unit ...........................................
BRICK (ASTM C67 per specimen)
.......... .......... .......... .......... ..........
.......... .......... .......... ..........
A .
6 . C . D .
E .
F .
G .
Modulus of rupture ........................................... Compression test Absorption. 24-hour submersion .............................. Saturation Coefficient including absorption ....................
Efflorescence .................................................
Complete set or UBC required tests ...........................
............................................
Moisture'as received .........................................
Each Each Each Each Each
Each. Each Each Each
Each Each Each Each Each
Each . Set
$ 22.50 27.50 20.00 65.00 65.00
120.00 60.00 20.00 30.00
ADOBE BLOCK
A . Compression test ............................................ Each B . Seven Day Absorption ........................................ Each C . Moisture Content Each D . Modulus of Rupture .......................................... Each
A . Roofing Tile
B . Asphalt Roofing
............................................
ROOFING
1 . UBC Strength Test ........................................ Each
2 . Absorption ................................................ Each
1 . Cut-out samples, unit weight (excluding sampling) .......... Each 2 . Asphalt softening point .................................... Each 3 . Complete analysis (ASTM D2829 or 03617). excluding sampling ........................................ Each
STEEL, ALUMINUM, PLASTIC
A . Reinforcing Steel
1 . Tensile tests - No . 11 Bars and smaller .................... Each
2 . Bend tests - No . 11 Bars and smaller., .................... Each
1 . Tensile test, No . 11 Bar or smaller .......................... Each 2 . Tensile test, No . 145 ....................................... Each 3 . Tensile test, No . 185 ....................................... Each
No . 14 Bars and larger (Grade 40 & 60 to minimum requirements only) - $50.00 minimum ........................... Each
B . Welded Specimens (Re-Bar) Tensile Test
4 . Tensile test, mechanically spliced bar ...................... Each C . Prestress
17.00
17.00 15.00 24.00 17.00 10.00
350.00
18.00 18.00 13.00 17.00
15.00 15.00
38.00 75.00
250.00
18.00
38.00 12.00
2150 45.00 58.00 67.00
1 . Cable (7 wire) ASTM A416 ................................ .Each 65.00 35.00 2 . Wire (lh" max.) ASTM A421 ................................ Each D . Structural Steel 1 . Tensile Test Up to 200. 000 Ibs .......................................... Each 22.00
Over 200. 000 Ibs ............................. Quoted on Request
2 . Bend Test Each 16.00 3 . Pipe Flattening Tests ...................................... Each 14.00
Testing Engineers . San Oiego July 1984
.................................................
4
STEEL. ALUMINUM. PLASTIC (continued)
E . Mechanical Tests
1 . Modulus of elasticity .................................. Per Hour 2 . Nick break test (welded re-bar) .......................... ..Each 3 . Hardness test ...................................... .Per Sample 4 . Other tests .................................. Quoted on Request F . Thin guage (yield point by electric recorder) .................. Each G . Bonded test samples ......................................... Each H . Machine Shop Charges ................................. Cost + 15% I . Processing Mill Certificates ................................... Each
60.00 25.00 23.00
26.00
18.00
8.00
SOILS
A . Plasticity Index ASTM 0424 .................................. Each $ 55.00 B . Laboratory compaction test. ASTM D1557 California Test Method 216 ........................................... Each Curve 85.00 C . “R” (Resistance) value (minimum 3 pts.), California Test
Method 301 .................................................. Each 130.00 D . California Bearing Ratio (CBR)
1 . Static City of San Diego Method .................... .Per Sample 130.00 2 . ASTM 01883 or Corps . of Engineers (Includes M/D Curve) ............................... .Per Sample 350.00 E . Cement treated base laboratory design (soil cement) ...... Each Set 390.00 F . Moisture content ...................................... .Per Sample 13.00
75.00 G . U.B.C. or County Swell Test ........................... .Per Sample
AGGREGATES
A . Sieve Analysis. ASTM (2136
1 . Coarse aggregate .................................. .Per Sample 2 . Fine aggregate (including wash) ..................... Per Sample 3 . Complete grading. coarse & fine .................... .Per Sample B . Specific Gravity
1 . Coarse. ASTM C127 ................................ .Per Sample 2 . Fine. ASTM C128 ................................... .Per Sample C . Absorption 1 . Coarse. ASTM C127 ................................ .Per Sample 2 . Fine. ASTM (3128 ................................... .Per Sample 0 . Cleanliness Value, California Test Method 227 ........... Per Sample E . Sand Equivalent (Avg . of 3) California Test Method 217 . .Per Sample F . Durability Test. California Test Method 229
G . Sodium or Magnesium soundness, per size fraction ASTM C88 ............................................ .Per Sample H . Los Angeles Rattler. ASTM C131. ...................... .Per Sample I . Unit Weight of aggregates. ASTM C29 ................ ..Per Sample J . Organic impurities in sand. ASTM C40 ................. .Per Sample K . Crushed particle, ASTM California Test Method ......... Per Sample L . Clay lumps and friable particles ASTM C142 ........... .Per Sample M . Mortar-making properties of fine aggregates. ASTM C87 California Test Method ................. .Per Sample
1 . Coarse .............................................. Per Sample 2 . Fine ............................................... .Per Sample
18.00 35.00 50.00
17.00 21. 00
16.00
16.00 50.00 38.00
90.00 65.00
11 5.00 85.00 20.00 25.00 25.00 60.00
160.00
5
Testing Engineers . San Oiego
July 1984
ASPHALTIC CONCRETE
A, Stability tests, premixed, Hveem (Calif. 304) or Marshall (ASTM 01559) .......... .Per Sample B. Stability tests, lab mixed Hveem (Calif. 304) or Marshall (ASTM 01559) .......... .Per Sample
C. Swell, California Test Method 305.. .................... .Per Sample
D. Extraction, O/O asphalt, including gradation ............... Per Sample E. Maximum theoretical unit weight (Rice Gravity)
ASTM C2041 ......................................... .Per Sample F. Unit weight sample requiring compaction, California Test Method 308 ............................ .Per Sample G. Unit weight compacted sample or core, California Test Method 308 ............................ .Per Sample H. Nuclear field density testing - 4 hr. minimum.. ........... Per Hour
1. Complete asphalt mix design for a
given asphalt and aggregate.. .................. Quoted on Request J. Film stripping.. ....................................... .Per Sample
50.00
60.00 50.00 75.00
45.00
45.00
20.00 38.00
40.00
CORING (concrete, asphalt, masonry) ................ Quoted on Request
SPECIAL TESTING
A. Universal testing machine and operator
(400,000 Ibs. capacity) 1 hour minimum ................... Per Hour 135.00 B. Universal testing machine and operator (120,000 Ibs. capacity) 1 hour minimum ................... Per Hour 110.00 Each additional technician for A or B ..................... Per Hour 38.00 C. Hydraulic Jack Calibration ..................... Quoted on Request D. Hydraulic Jack, Pump and Operator
(Re-bar and Bolt pullout tests). ........................... Per Hour 70.00 E. Concrete or Masonry Sawing (In our laboratory). .......... Per Hour 60.00 (15.00 Minimum) F. Compression Tests - All type materials, 2” x 2” cube ......... Each 18.00 (Sample preparation extra)
WELDER QUALIFICATION AND WELDING PROCEDURE QUALIFICATION
The following fees include maximum of 2 hours inspection. Material and welding equipment are not included.
A. American Welding Society (AW 01.1-81) 1. Limited thickness plate (per position). ........................... 112.50
2. Unlimited thickness plate (per position) ......................... 125.00
3. Pipe (per position) ............................................. 142.50
1. Bar sizes #3 thru #9 ....................................... Each 100.00 2. Bar sizes #10 and #11 ..................................... Each 112.50 3. Bar sizes #14 and #18 ..................................... Each 142.50
C. American Society of Mechanical Engineers (ASME) 1. Plate or pipe .............................................. Each 142.50
0. Office of State Architect Circular #6 (OSA)
1. Light guage metal (includes butt and plug weld) ................. 130.00
E. Procedure qualification per AWS, ASME or Military Standards.. ......................... Quoted on Request
B. American Welding Society (AWS D1.4-79)
6
Testing Engineers - San Oiego July 1984
Testing Engineers - San Diego
A Divis/on of United States Testmg Company, Inc
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641
2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248
October 24, 1985
City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008-1989
Attention: Mr. Pat Entezari Project Manager
Arrnual Testing and Inspection Services Schedule of Fees Subject:
Mr. Entezari,
As required in your Request for Proposal, Testing Engineers - San Diego submits under separate cover our Schedule of Fees for Testing and Inspection
services.
A. Soil Tests - Field
1. AS" D1556 (Sand cone). ........................... $28.00 per test Note: lb (2) tests per trip
2. ASTM D2922 (Nuclear gauge & operator). ............ 28.50 per test
Note: '&io (2) tests "nn per trip
3. Bearing (vertical. and lateral)
Per colatian Preliminary Soils Investigation
A) Principal Soils Engineer, Geologist ........... 70.00 per hour
B) Project Eslgineer, Geologist.. ................. 60.00 per hour
D) Drill Rig..................................... 90.00 per hour Associated laboratory testing with the above
C) Staff Engineer, Geologist ..................... 50.00 per hour
Note: services to be invoiced in accordance with the en- closed fee schedule dated July 1, 1984.
B. Laboratory Testing - Soils
1. ASIM 1557 (Maxi" Density). ...................... 85.00 each
2. 'R" Value, California Test Yethod 301 ............. 130.00 each Note: For three (3) or mre "R" Value samples sdmitted at the same time.................................. 110.00 each
"Attachment B 'I
4
City of Carlsbad e
~r . Pat Entezari
October 24, 1985 Page 'I"
C. Concrete Testing - Field
1. Verification of mix design (batch plant inspection). 32.00 per hour
2. Registered Concrete Inspector ....................... 32.00 per hour Note: To include Tllaking of 6 x 12" test spechs, slump test, temperature of concrete and air content
test, if required.
Sample pick-up if required .......................... 20.00 per hour 3.
D. Concrete Testing - Laboratory
1.
2.
Compression Tests, 6 x 12" cylinder AS" C-39.. ..... 10.00 each
Concrete Mix Design, revision or revi ew............. 50.00 each
E. Asphalt Testing - Field
1.
2.
3.
ASTM D2950 (Nuclear gauge) .......................... 28.50 per test
Hot Plant Inspection ................................ 32.00 per hour
Extraction, % asphalt, including gradation .......... 75.00 per sample
Field Saupling Only ................................. 20.00 per huur
F. Asphalt Testing - Laboratory
1.
2.
California Test 304 (Stability tests, €3"). ....... 50.00 per sample
G. Reinforcing Steel
1.
2:
Tensile Tests - No. 11 bars and smaller ............. 18.00 each
Bend Tests - No. 11 bars and small er................ 12.00 each
H. Pipe Test
1. Pipe Flattening Tests ............................... 14.00 each
I. Masonry
1. Compression Tests
Mortar, 2 x 4 cylinder UBC.......................... 10.00 each
Grout, UBC.......................................... 11.50 each
The abuve testing and inspection can be performed in either our Oceanside or San Diego facility. No outside services will. be required. For testing other
than that outlined in pur request for proposal, fees for services that may be required will be invoiced in accordance with the enclosed Fee Schedule, dated
City of Carlsbad e
Mr . - Pat Entezari October 24, 1985
Page Three
e
July 1, 1984.
Thank you for consideration of our firm. convenience if you should have any questions.
Sincerely,
"G ENGINEERS - SAN DIEGO
Please contact E at your earliest
North County Branch Manager
KMR:kac
Enclosure