HomeMy WebLinkAbout4.8 Soil Testing Dublin Blvd CITY OF DUBLIN
AGENDA STATEMENT
CITY COUNCIL MEETING DATE: APRIL 13, 1992
SUBJECT: Agreement with BSK & Associates for Engineering
Services to Conduct Soils and Construction Materials
Testing and Observation for Dublin Blvd. Extension
from Dougherty Road to Tassajara Road
(Report by Lee S. Thompson, Public Works Director)
EXHIBITS ATTACHED: 1) Resolution Approving Agreement
2) Agreement ,
3) Copy of proposal from BSK & Associates
RECOMMENDATION: Adopt Resolution
FINANCIAL STATEMENT: The estimated cost of the work to be performed is
$21,000 for Phase I (Dougherty Road to the Southern
Pacific right-of-way) and $35,000 for Phase II
(Southern Pacific right-of-way to Tassajara Road) .
There are sufficient monies budgeted in the Dublin
Blvd. Extension project, Dougherty Road to Southern
Pacific Railroad right-of-way, for inspection services
to cover this testing work for Phase I, and there are
sufficient monies budgeted in Pleasanton's Dublin
Blvd. Extension project for inspection services to
cover these costs for Phase II work.
DESCRIPTION: The City of Dublin is in the process of extending
Dublin Boulevard from Dougherty Road to Tassajara Road. This road will be
constructed in two phases. Phase I extends from Dougherty Road to the Southern
Pacific Railroad right-of-way. Construction has just started on Phase I and will
continue for approximately six months.
Phase II is being constructed by Pleasanton and will extend from the Southern
Pacific Railroad right-of-way to Tassajara Road. Construction is scheduled to start
in July of 1992 and should take approximately six months. The City of Dublin will
be inspecting this work and will be reimbursed for the costs by Pleasanton up to 5%
of the cost of construction.
Outside soils and construction materials testing and observation is needed for these -
road improvements. On March 31, 1992, the Public Works Department received three
proposals from local qualified engineering firms, all three of which have been
working on different phases of this project. After comparing all three proposals
for past performance, experience, knowledge of the area and site, ability to respond
as needed by the City in a timely manner, and equipment and staffing, Staff
considered BSK & Associates best able to fulfill the City's requirements.
After choosing BSK & Associates as the consultant, Staff opened the fee proposal
package and found BSK & Associates to be in line with the scope of work to be
performed and the fees expected. In accordance with State law, the selection of
engineering and architects and other specified professional services must be based
upon qualifications, rather than bid prices.
Staff recommends that the City Council adopt the Resolution approving the Agreement
with BSK & Associates.
ITEM NO. cc: BSK & Associates
E CITY CLERK
E I 1610E-Pool
6
RESOLUTION NO. -92
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
APPROVING AGREEMENT WITH BSK & ASSOCIATES
FOR SOILS AND CONSTRUCTION MATERIALS TESTING AND OBSERVATION
FOR DUBLIN BLVD. EXTENSION FROM DOUGHERTY ROAD TO TASSAJARA ROAD
WHEREAS, the City of Dublin plans to extend Dublin Blvd. from Dougherty
Road to Tassajara Road, and
WHEREAS, this road will be constructed in two phases: Phase I extends
from Dougherty Road to Southern Pacific Railroad right-of-way, and Phase II extends
from Southern Pacific Railroad right-of-way to Tassajara Road, and
WHEREAS, soils and construction materials testing and observation for
Dublin Blvd. Extension road improvements is needed and
WHEREAS, contract personnel are needed to perform these technical
services, and
WHEREAS, BSK & Associates has demonstrated adequate ability to perform
the work,
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of
Dublin does approve the agreement with BSK & Associates to perform soils and
construction materials testing and observation for Dublin Blvd. Extension Project.
BE IT FURTHER RESOLVED that the City Manager is authorized to execute
the Agreement.
PASSED, APPROVED AND ADOPTED this 13th day of April, 1992.
AYES:
NOES:
ABSENT: -
Mayor
ATTEST:
City Clerk
STANDARD
CONSULTING ENGINEERING SERVICES AGREEMENT
THIS AGREEMENT is made at Dublin, California, as of
1992 , by and between the CITY OF DUBLIN, a municipal
corporation ( "City" ) , and BSK & Associates, ( "Consultant" ) , who
agree as follows :
1 . SERVICES. Subject to the terms and conditions set
forth in this Agreement, Consultant. shall provide to City the
services described in Exhibit A. Consultant shall provide said
services at the time, place, and in the manner specified in
Exhibit A.
2 . PAYMENT. City shall pay Consultant for services
rendered pursuant to this Agreement at the time and in the manner
set forth in Exhibit B. The payments specified in Exhibit B
shall be the only payments to be made to Consultant for services
rendered pursuant to this Agreement. Consultant shall submit all
billings for said services to City in the manner specified in
Exhibit B; or, if no manner be specified in Exhibit B, then
according to the usual and customary procedures and practices
which Consultant uses for billing clients similar to City.
3 . FACILITIES AND EQUIPMENT. Except as set forth in
Exhibit C, Consultant shall, at its sole cost and expense,
furnish all facilities and equipment which may be required for
furnishing services pursuant to this Agreement. City shall
furnish to Consultant only the facilities and equipment listed in
Agreement
Page 1 of 4
04/13/92
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Exhibit C according to the terms and conditions set forth in
Exhibit C.
4 . GENERAL PROVISIONS. The general provisions set
forth in Exhibit D are part of this Agreement. In the event of
any inconsistency between said general provisions and any other
terms or conditions of this Agreement, the other term or
condition shall control insofar as it is inconsistent with the
general provisions .
5 . EXHIBITS. All exhibits referred to herein are
attached hereto and are by this reference incorporated herein.
6 . SUBCONTRACTING. The Consultant shall perform the
work contemplated with resources available within its own
organization and no portion of the work pertinent to this
contract shall be subcontracted without written authorization
by the City, except that which is expressly identified in the
Consultant' s proposal .
7 . CHANGES. City may from time to time require
changes in the scope of the services by Consultant to be
performed under this Agreement. Such changes, including any
change in the amount of Consultant ' s compensation which are
mutually agreed upon by City and Consultant, shall be effective _
as amendments to this Agreement only when in writing.
8 . RESPONSIBLE CHARGE. Consultant shall assign
a project manager(s) to the project for the duration of the
project. There shall be no change in the Project Manager or
members of the project team without prior written approval by the
Agreement
Page 2 of 4
04/13/92
City. The Project Manager for Consultant shall be Mr. Alex Y.
Eskandari . .
9 . CONTRACT ADMINISTRATION. This Agreement shall
be administered by LEE S. THOMPSON ( "Administrator" ) . All
correspondence shall be directed to or through the Administrator
or his designee.
10 . NOTICES . Any written notice to Consultant shall be
sent to: BSK & Associates
1181 Quarry Lane, Bldg 300
Pleasanton, CA 94566
(510) 462-4000
Agreement
Page 3 of 4
04/13/92
Any written notice to City shall be sent to:
Lee S. Thompson
Director of Public Works/City Engineer
P. 0. Box 2340
Dublin, CA 94568
Executed as of the day first above stated:
CITY OF DUBLIN,
a municipal corporation
By
"City"
Attest:
City Clerk
By
"Consultant"
Approved as to form:
City Attorney
Agreement
Page 4 of 4
04/13/92
EXHIBIT A
SCOPE OF SERVICES AND SCHEDULE
PER JOB NO. PR92059A DATED MARCH 30, 1992, FROM BSK & ASSOCIATES
(ATTACHED) .
Exhibit A
Page 1 of 1
04/13/92
EXHIBIT B
PAYMENT SCHEDULE
The work will be performed at the direction of the City
Engineer and City shall pay Consultant per the fee schedule,
Exhibit B=1, for services to be performed pursuant to this
Agreement.
According to the estimate provided by BSK & Associates,
the estimated cost for Phase I would be $21, 000 and Phase II
would be $35, 000 .
The services to be provided under this Agreement may be
terminated without cause at any point in time in the sole and
exclusive discretion of City. If the Agreement is terminated by
City, Consultant shall be entitled to receive just and equitable
compensation for any satisfactory work completed on such
documents and other materials to the effective date of such
termination. In that event, all finished and unfinished
documents and other materials shall, at the option of the City,
become City' s sole and exclusive property. Consultant hereby
expressly waives any and all claims for damages or compensation
arising under this Agreement. Consultant shall maintain adequate _
logs and timesheets in order to verify costs incurred to date.
The Consultant is not authorized to perform any
services or incur any costs whatsoever under the terms of this
Agreement until receipt of a fully executed Purchase Order from
the Finance Department of the City of Dublin.
Exhibit B
Page 1 of 1
04/13/92
r
EXHIBIT C
City may furnish conference space, as may be reasonably
necessary for Contractor' s use while consulting with City
employees and reviewing records and the information in possession
l
of City. The location, quantity, and time of furnishing said
physical facilities shall -be in the sole discretion of City. In
no event shall City be obligated to furnish any facility which
may involve incurring any direct expense, including, but not
limiting the generality of this exclusion, long-distance
telephone or other communication charges, vehicles, and
reproduction facilities .
Exhibit C
Page 1 of 1
04/13/92
EXHIBIT D
GENERAL PROVISIONS
1 . INDEPENDENT CONTRACTOR. At all times during the term of this
Agreement, Consultant shall be an independent contractor and
shall not be an employee of City. City shall have the right to
control Consultant only insofar as the results of Consultant' s
engineering services rendered pursuant to this Agreement;
however, City shall not have the right to control the means by
which Consultant accomplishes services rendered pursuant to this
Agreement.
2 . LICENSES; PERMITS; ETC. Consultant represents and warrants
to City that he has all licenses, permits, qualifications and
approvals of whatsoever nature which are legally required for
Consultant to practice his profession. Consultant represents
and warrants to City that Consultant shall, at his sole cost and
expense, keep in effect at all times during the term of this
Agreement any licenses, permits, and approvals which are legally
required for Consultant to practice his profession.
3 . TIME . Consultant shall devote such time to the performance
of services pursuant to this Agreement as may be reasonably
necessary for satisfactory performance of Consultant ' s
obligations pursuant to this Agreement.
4 . INSURANCE REQUIREMENTS . Consultant shall procure and maintain
for the duration of the contract insurance against claims for
injuries to persons or damages to property which may arise from
or in connection with the performance of the work hereunder by
the Consultant, his agents, representatives, employees or subcon-
tractors . The cost of such insurance shall be included in the
Consultant' s bid.
A. Minimum Scope of Insurance. Coverage shall be at least as
broad as :
( 1) Insurance Services Office form number GL 0002 (Ed.
1/73) covering comprehensive General Liability and _
Insurance Services Office form number GL 0404 cover-
ing Broad Form Comprehensive General Liability; or
Insurance Services Office Commercial General Liability
coverage ( "occurrence" form CG 0001) .
(2 ) Insurance Services Office form number CA 0001 (Ed.
1/78) covering Automobile Liability, code 1 "any auto"
and endorsement CA 0025 .
( 3) Worker' s Compensation insurance as required by the
Labor Code of the State of California and Employers
Liability Insurance.
Exhibit D
Page 1 of 5
04/13/92
B. Minimum Limits of Insurance. Consultant shall maintain
limits no less than:
( 1) General Liability: $1,000,000 combined single limit
per occurrence for bodily injury, personal injury and
property damage. If commercial General Liability
Insurance or other form with a general aggregate limit
is used, either the general aggregate limit shall apply
separately to this project/location or the general
aggregate limit shall be twice the required occurrence
limit.
(2 ) Automobile Liability: $1, 000,000 combined single limit
per accident for bodily injury and property damage.
( 3) Workers Compensation and Employers Liability: Workers
Compensation limits as required by the Labor Code of
the State of California and Employers Liability limits
of $1,000, 000 per accident.
C. Deductibles and Self-Insured Retentions . Any deductibles or
self-insured retentions must be declared to and approved by
the City. At the option of the City, either the insurer
shall reduce or eliminate such deductibles or self-insured
retentions as respects the City, its officers, officials and
employees; or the Consultant shall procure a bond guarantee-
ing payment of losses and related investigations, claim
administration and defense expenses .
D. Other Insurance Provisions . The policies are to contain, or
be endorsed to contain, the following provisions :
( 1) General Liability and Automobile Liability Coverages .
(a) The City, its officers, officials, employees
and volunteers are to be covered as insureds as
respects : liability arising out of activities
performed by or on behalf of the Consultant;
products and completed operations of the
Consultant, premises owned, occupied or used
by the Consultant, or automobiles owned, leased, _
hired or borrowed by the Consultant. The coverage
shall contain no special limitations on the scope
of the protection afforded to the City, its
officers, officials, employees or volunteers .
(b) The Consultant' s insurance coverage shall be
primary insurance as respects the City, its
officers, officials, employees and volunteers .
Any insurance or self-insurance maintained by
the City, its officers, officials, employees or
volunteers shall be excess of the Consultant' s
insurance and shall not contribute with it.
Exhibit D
Page 2 of 5
04/13/92
(c) Any failure to comply with reporting provisions of
the policies shall not affect coverage provided to
the City, its officers, officials, employees or
volunteers .
(d) The Consultant' s insurance shall apply separately
to each insured against whom claim is made or suit
is brought, except with respect to the limits of
the insurer' s liability.
(2 ) Worker' s Compensation and Employers Liability Coverage.
The insurer shall agree to waive all rights of
subrogation against the City, its officers, officials,
employees and volunteers for losses arising from work
performed by the Consultant for the City.
( 3) Professional Liability.
Consultant shall carry professional liability insurance
in an amount deemed by the City to adequately protect
the City against liability caused by negligent acts,
errors or omissions on the part of the Consultant in
the course of performance of the services specified in
this Agreement.
(4 ) All Coverages .
Each insurance policy required by this clause shall be
endorsed to state that coverage shall not be suspended,
voided, cancelled by either party, reduced in coverage
or in limits except after thirty (30) days prior
written notice by certified mail, return receipt
requested, has been given to the City.
E. Acceptability of Insurers . Insurance is to be placed with
insurers with a Bests ' rating of no less than A:VIII .
F. Verification of Coverage. Consultant shall furnish City
with certificates of insurance and with original endorse-
ments effecting coverage required by this clause. The _
certificates and endorsements for each insurance policy are
to be signed by a person authorized by that insurer to bind
coverage on its behalf . The certificates and endorsements
are to be received and approved by the City before work
commences . The City reserves the right to require complete,
certified copies of all required insurance policies, at any
time.
H. The Risk Manager of City may approve a variation of those
insurance requirements upon a determination that the
coverages . scope, limits and forms of such insurance are
Exhibit D
Page 3 of 5
04/13/92
either not commercially available or that the City' s
interests are otherwise fully protected.
5 . CONSULTANT NO AGENT. Except as City may specify in writing,
Consultant shall have no authority, express or implied, to
act on behalf of City in any capacity whatsoever as an agent.
Consultant shall have no authority, express or implied, pursuant
to this Agreement to bind City to any obligation whatsoever.
6 . ASSIGNMENT PROHIBITED. No party to this Agreement may assign any
right or obligation pursuant to this Agreement. Any attempted or
purported assignment of any right or obligation pursuant to this
Agreement shall be void and of no effect.
7 . PERSONNEL. Consultant shall assign only competent personnel to
perform services pursuant to this Agreement. In the event that
City, in its sole discretion, at any time during the term of this
Agreement, desires the removal of any such persons, Consultant
shall, immediately upon receiving notice from City of such desire
of City, cause the removal of such person or persons .
8 . STANDARD OF PERFORMANCE . Consultant shall perform all services
required pursuant to this Agreement in the manner and according
to the standards observed by a competent practitioner of the
profession in which Consultant is engaged in the geographical
area in which Consultant practices his profession. All
instruments of service of whatsoever nature which Consultant
delivers to City pursuant to this Agreement shall be prepared in
a substantial, first class and workmanlike manner and conform to
the standards of quality normally observed by a person practicing
in Consultant' s profession.
9 . HOLD HARMLESS AND RESPONSIBILITY OF CONSULTANTS . Consultant
shall take all responsibility for the work, shall bear all losses
and damages directly or indirectly resulting to him, to any sub-
consultant, to the City, to City officers and employees , or to
parties designated by the City, on account of the negligent
performance or character of the work, unforeseen difficulties,
accidents, occurrences or other causes predicated on active or
passive negligence of the Consultant or of his subconsultant.
Consultant shall indemnify, defend and hold harmless the City,
its officers, officials, directors, employees and agents from _
and against any or all loss, liability, expense, claim, costs
( including costs of defense) , suits, and damages of every kind,
nature and description directly or indirectly arising from the
negligent performance of the work. This paragraph shall not be
construed to exempt the City, its employees and officers from its
own fraud, willful injury or violation of law whether willful or
negligent. For purposes of Section 2782 of the Civil Code the
parties hereto recognize and agree that this Agreement is not a
construction contract. By execution of this Agreement Consultant
acknowledges and agrees that he has read and understands the
provisions hereof and that this paragraph is a material element
of consideration.
Exhibit D
Page 4 of 5
04/13/92
Approval of the insurance contracts does not relieve the
Consultant or subconsultants from liability under this paragraph.
10 . GOVERNMENTAL REGULATIONS. To the extent that this Agreement may
be funded by fiscal assistance from another governmental entity,
Consultant shall comply with all applicable rules and regulations
to which City is bound by the terms of such fiscal assistance
program.
11 . DOCUMENTS . All reports, data, maps, models, charts, designs,
plans, studies, surveys, photographs, memoranda or other written
documents or materials prepared by Consultant pursuant to this
Agreement shall become the property of City upon completion of
the work to be performed hereunder or upon termination of the
Agreement. No such materials or properties produced in whole
or in part under this Agreement shall be subject to private use,
copyrights, or patent rights by Consultant in the United States
or in any other country without the express written consent of
City. City shall have unrestricted authority to publish,
disclose (as may be limited by the provisions of the California
Public Records Act) , distribute, and otherwise use, copyright
or patent, in whole or in part, any such reports, studies, data,
statistics, forms or' other materials or properties produced under
this Agreement.
a:agmt\bsk-dbx
Exhibit D
Page 5 of 5
04/13/92
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JANUARY 1992
FEE SCHEDULE
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INTRODUCTION
BSK&Associates,Geotechnical Consultants,Inc.was founded in Fresno,California,in 1966. Since that time,
offices and laboratories have been opened in Visalia, Bakersfield, Pleasanton, and Sacramento, California.
Modern and complete laboratories with up-to-date field and laboratory equipment are maintained in each
regional facility. A diversified professional staff of engineers,geologists,and chemists provide the practical
knowledge and experience of local problems and practices.
The firm offers a wide variety of consulting and testing services and is recognized as an Engineering News
Record Top 800 consulting firm.
This schedule lists Personnel Rates, Equipment Changes and Testing Fees for Geotechnical Engineering,
Engineering Geology, Environmental Services, Construction Inspection and Soil and Materials Field and
Laboratory Testing activities.
Chemical Laboratory Fees are published in a separate schedule and are available by contacting the
Analytical Laboratory.
OFFICES
Branch Address Telephone
Fresno,Geotechnical/Environmental 1645"E"Street,Suite 105 (209) 485-3200
Fresno,California 93706 (fax) 485-7427
Fresno,Materials Testing Laboratory 1445`F"Street (209) 485-0100
Fresno,California 93706 (fax) 485-6140
Fresno,Analytical Laboratory 1414 Stanislaus Street (209) 485-8310
Fresno,California 93706 (fax) 485-6935
Visalia 808 East Douglas Avenue (209) 732-8857 -
Visalia,California 93291 (fax) 732-6570
Bakersfield 117"V"Street (805) 327-0671
Bakersfield,California 93304 (fax) 324-4218
Pleasanton 1181 Quarry Lane Bldg.300 (510) 462-4000
Pleasanton,California 94566 (fax) 462-6283
Sacramento 9901 Horn Road,Suite C (916) 363-1871
Sacramento,California 95827 (fax) 363-1875
ii
-- 2192
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BASBS OF CHARGES
The prices listed herein are typical of engineering,inspection and testing services most frequently provided
by BSK. Prices for other services and special quotations will be given upon request. Fees are subject to
change without notice.
Unit prices shown for the laboratory work, include reporting of laboratory test results and observations not
-calling for recommendations or conclusions. Field charges do not include office preparation of test
summary and report.
Use of outside services, subcontractors, special equipment, machining, freight, and other charges are
Invoiced at cost plus 15% service charge.
The charge schedule listed below is the basis for invoicing of Jobsite field activities for other than
Professional personnel.
Work over 8 Hours/Saturdays Bill Time and a Half
Sundays, Holidays & Over 12 Hours Bill Double Time
Swing Shift (4:00 P.M. to Midnight) Add $9.00 per Hour
Graveyard Shift Add $12.00 per Hour
Work from 0 to 4 Hours Bill 4 Hours
Work From 4 to 8 Hours Bill Actual Time
Show-up Time (No work Performed) Bill 2 Hours
Sampling, Minimum Charge Bill 2 Hours
Times are invoiced portal-to-portal from the nearest BSK office/laboratory.
Per Diem is charged at a rate of$85 per day or expenses plus 15%, whichever is greater.
Mileage, when applicable, is $0.40 per mile. Drill rig, rig support vehicles, heavy equipment trucks and
4-wheel drive vehicles are $0.50 per mile.
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2/92
PERSONNEL RATES
PROFESSIONAL.
Senior Principal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) $125
Principal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 105
Senior Engineer/Geologist/Certified Industrial Hygienist . . . . . . . . . . . . . . . . . . (Per Hour) 95
Project Engineer/Geologist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 85
Staff Engineer/Geologist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 74
junior Engineer/Geologist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 64
Deposition and Court Testimony, Four-Hour Minimum Charge
(Senior Principal, Principal) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) *140
*Preparation for Deposition and Court at Regular Hourly Rates
FIELD TECHMCAL
Supervisor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) $ 68
Senior Inspector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 58
Senior Technician . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 58
Inspector II (ICBO-Certified) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 52
Technician II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 52
Inspector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 46
Technician . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 46
Technical Aide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 40
OFFICE AND LABORATORY TECHNICAL
Supervisor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) $ 68
Senior Technician . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 58
Technician . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 46
Draftsman . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 40
Technical Aide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 40
Word Processor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 35
General Typist/Office Aide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 30
1
?192
EQUIPMENT CHARGES
vmgczx 11ff1.14AGE
2-Wheel Drive . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Mile) $0.40
4-Wheel Drive . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Mile) 0.50
Drill Rigs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Mile) 0.50
MATERIALS TESTnVG•
Portable Power Auger . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) $ 25
Nuclear Density Gauge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 30
Nuclear Density Gauge (Partial Days) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 5
Ultrasonic Weld Testing Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 30
Torque Wrench . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
(Per Day) 20
Anchor Testing Equipment (Per Day) 30
Schmidt Hammer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 20
Skidmore Wilhelm Bolt Tension Calibrator . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 30
'R" Meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 30
Scanning Equipment (for Plate Thickness) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 30
Inductive and Conductive Pipe Locator . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 20
Sound Level Meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 30
Wood Moisture Meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 20
Electronic Flow Monitoring Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (Per Week) 300
Electronic Liquid Proportional Sampling Equipment . . . . . . . . . . . . . . . . . . . . (Per Week) 250
pH Meter : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 20
Explosive Gas Meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 20
Dissolved Oxygen Meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 20
OVM or PID Meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 30
Air Meter (Concrete) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 30
* Equipment Charges Do Not Include Operators
2
2/92
EQUIPNIENT CHARGES
(Continued)
IlRLU_UVG•
Mobile B-50, Mobile B-53 (Flight Auger, Only - One Operator) . . . . . . . . . . . . . (Per Hour) $ 95
Mobile B-50, Mobile B-53 (Flight Auger or 8-Inch Hollow
Stem Auger - Two Operators) . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . (Per Hour) 140
Mobile B-53 (10-inch Hollow Stem Auger -
Two Operators) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 145
CME-75 (Flight Auger, 8 or 10-Inch Hollow Stem Auger or Rotary
Wash Boring - Two Operators) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 145
Casing, Drill Mud, Shelby Tubes, Outside Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cost + 15%
Diamond Coring - Wire Line or Casing (Includes Two Operators) . . . . . . . . . . (Per Hour) 150
Diamond Bits . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cost + 15%
Hazardous Waste Sites (Levels A and B) . . . . . . . . . . . : . . . . . (Surcharge Per Man Hour) 50
Hazardous Waste Sites (Level C) . . . . . . . . . . . . . . . . . . . . . . (Surcharge Per Man Hour) 10
OVM or PID Meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 30
Steam Cleaner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 100
Support Truck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 100
CORING
Coring Equipment and One Operator . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) $ 90
Coring Equipment and Two Operators . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . (Per Hour) 130
BIT CHARGES
Core Diameter Concrete and Masonry Asphalt and Soil Cement
2" $ 5/Inch $ 3/Inch
3° 6/Inch 5/Inch
4° 9/Inch 6/Inch
6° 13/Inch 9/Inch
8° 15/Inch 11/Inch
(4" Minimum Bit Charge Per Core)
"C57 Drilling Contractor License Number 490942 -
3
2/92
EQUIPMENT CHARGES
(Continued)
GEOPHYSICAL TESTING•
Nimbus 12-Channel Seismograph with Recorder . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) $ 65
Explosive Charge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Quotation
Resistivity Meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 25
Magnetometer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 25
Triaxial Downhole Geoplones . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 30
Well Pumping and Sampling Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Quotation
Neutron Moisture Gauge (100' Maximum'Depth) . . . . . . . . . . . . . . . . . . . . . . . (Per Hour) 30
Neutron Moisture Gauge (Greater Than 100' Depth) . . . . . . . . . . . . . . . . . . . . . . . . . . . . Quotation
(THE FOLLOWING EQUIPMENT MAY BE AVAILABLE FOR RENT)
Nimbus Instruments 12-Channel, Signal-Enhancement Seismograph,
for use with Hammer or Explosives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $600 plus $200 Per Day
Cables Available: 110 Feet
220 Feet
550 Feet
Dual Triaxial (3 Orthogonal Geophones) Downhole Geophones
with Switch Box and Connectors. Geophone Packages
Spaced 10 Feet Apart on 150 Feet of Cable . . . . . . . . . . . . . . . . . . . . . . . . . $270 plus $90 Per Day
Bison Resistivity Meter with Cables and Probes . . . . . . . . . . . . . . . . . . . . . . . . $150 plus $50 Per Day
Geometrics Magnetometer, Proton Precession Type ± Gamma
Accuracy, Lightweight, Mounts on Backpack . . . . . . . . . . . . . . . . . . . . . . . . $210 plus $80 Per Day
Shipping Charges, Handling and Insurance are Additional Costs to be paid by User.
Shipping Time, round-trip, is charged at rates published above.
*Equipment Charges Do Not Include Operators
GROUNDWATER SAMPLING
Sampling Gear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) $100
Steam Cleaner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 100
Well Sounder . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Per Day) 20
4
2/92
LABORATORY TESTING
L SOILS
CONFACTION CURVES
AASHTO T-99, ASTM D-698 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $120
AASHTO T-180 or ASTM D-1557 (4" Mold) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 140
AASHTO T-180 or ASTM D-1557 (6" Mold) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 180
California Impact Method 216 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
CheckPoint . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
Corps of Engineers (AASHTO Modified) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 180
Relative Density, ASTM D-2049 (Vibrating Table) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200
PARTICLE&W ANA1jYSES
Sieve Analysis, Pit Run with 200 Wash . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $100
Wash Analysis, ASTM C-117 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
Hydrometer Analysis, ASTM D-422 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
Specific Gravity, ASTM D-854 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
Visual Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Sand Equivalent, ASTM D-2419 (3 Determinations) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70
ATTERBERG LDWTS
Liquid Limit, ASTM D-4318 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 70
Plastic Limit, ASTM D-4318 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70
Plasticity Index, ASTM D-4318 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 140
Shrinkage Factors, ASTM D-427
Shrinkage Limit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 140
Shrinkage Ratio (Includes the Above) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
Volumetric Shrinkage (Includes the Above) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 160
Linear Shrinkage (Includes the Above) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 170
MOISTUREZEAWTY TEST
Laboratory Determination of Moisture and Dry Density -
"Undisturbed" Specimen, Obtained In-Situ, Each Specimen . . . . . . . . . . . . . . . . . $ 20
SMLL TESTS
Swell Tests, FHA Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $160
Swell Tests, ASCE Expansion Index - U.B.C. Standard No. 29-2 . . . . . . . . . . . . . . . . . . . . 160
SHEAR TESTS
Direct Shear, Undisturbed (Quick) (3 Point Curve) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $150
Direct Shear, Remolded (Quick) (3 Point Curve) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 190
5
2/92
LABORATORY TESTING
(Continued)
SOILS (Continued)
T_riaxial Compression Testing and Pore Pressure Measurements,
Strain-controlled, Stress-controlled, Creep Potential Determination . . . . . . . . . . . . . . . . Quotation
CONSOLMATION TESTS
ASTM D-2435 (8 Point Curve) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $300
ExtraPoints . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Hydrocompaction Potential . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
UNCONFINED C01IPRES&ON TEST
ASTM D-2166 (Stress/Strain) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 60
ASTM D-2166 (Failure Point only) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
W VAGUE DETER1 OVATION
California Method 301, Untreated Material
With Stabilometer Tests and Moisture-Density Determination . . . . . . . . . . . . . . . . $190
Samples Containing Aggregates, Cement, Lime, or Other Additives . . . . . . . . . . . 210
CALLFURNlA BEARING RATIO (CBR)
CBR at 100% of Maximum Dry Density,
ASTM D-1883 Inclusive of Maximum Density Curve,
or AASHTO T-180, Method "D", 1 Point Method . . . . . . . . . . . . . . . . . . . . . . . . . $350
CBR at 95% of Maximum Dry Density,
ASTM D-1883 Inclusive of Maximum Density Curve,
or AASHTO T-180, Method "D", 3 Points Method . . . . . . . . . . . . . . . . . . . . . . . . 600
PERAWiABlUff TESTS
Rigidwall Constant Head . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $160
Flexible Wall, Constant Head, Using Trkudal Apparatus . . . . . . . . . . . . . . . . . . . . . . . . . . 300
Other forms of Permeability Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Quotation
PINHOLE LUSPERSION TEST
Multiple Head Series . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $150
6
2192
LABORATORY TESTING
(Continued)
SOILS (Continued)
SAIL CORROSIVITY TESTS
Minimum Resistivity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 80
pH . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Major Ions; pH, EC, Sulfate & Chlorides (Saturation Extract) . . . . . . . . . . . . . . . . . . . . . . 90
SOIL CEMENT TESTS
Soil Cement Mix Design per PCA Soil Cement Laboratory Handbook
Chapter 5 - Includes Alterberg Limits, Sieve Analysis,
Moisture-Density, Compression Tests and Freeze-Thaw or
Wetting-Drying Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1200
Freeze-Thaw Tests, Set of 3 (Sample Preparation Not Included) . . . . . . . . . . . . . . . . . . . 420
Wetting-Drying Tests, Set of 3 (Sample Preparation Not Included) . . . . . . . . . . . . . . . . . . 400
Preparation of Freeze-Thaw or Wetting-Drying Tests,
3 Sets of 2 Specimens at Varying Cement Content . . : . . . . . . . . . . . . . . . . . . . . . 380
Compression Tests, Laboratory Mixed and Compacted Samples, Set of 3 . . . . . . . . . . . . 180
Cement Content of Soil Cement (ASTM C-1084 Modified) . . . . . . . . . . . . . . . . . . . . . . . . 180
i
T
2✓s2
LABORATORY TESTING
(Continued)
II. AGGREGATES
Sieve Analysis, Coarse or Fine (Without Wash), ASTM C-136 . . . . . . . . . . . . . . . . . . . . . . $ 50
Inclusive of Fineness Modulus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
Wash Analysis, Amount of Material Finer Than No. 200 Sieve,ASTM C-117 . . . . . . . . . . . 50
Specific Gravity, ASTM C-127 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SO
Specific Gravity and Absorption, ASTM C-127 or ASTM C-128 . . . . . . . . . . . . . . . . . . . . . 70
Organic Impurities in Fine Aggregates, ASTM C-40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
Percent Clay Lumps and Friable Particles in Aggregates,
ASTMC-142 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
Percent Flat and Elongated Particles . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
MoistureContent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Absorption, ASTM C-127 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Weight Per Cubic Foot, ASTM C-29
Compact . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Loose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Los Angeles Rattler Test, ASTM C-131
Small Size Coarse Aggregate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110
Large Size Coarse Aggregate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120
Sulfate Soundness (5 Cycles), ASTM C-88 per Sieve Size.. . . . . . . . . . . . . . . . . . . . . . . . . 70
Minimum Charge per Sample . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200
Mortar Making Properties of Sand (Two Ages), ASTM C-87 . . . . . . . . . . . . . . . . . . . . . . . 200
Sand Equivalent, California Method 217-I,Average of 3 Determinations . . . . . . . . . . . . . . 75
Durability Test, California Method 229-E, per Fraction . . . . . . . . . . . . . . . . . . . . . . . . . . . 110
Potential Reactivity Test, ASTM C-289, per Size . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 225
Cleanness Test, California Method 227-E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120
Hydrometer Analysis, California Method 205-E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
Silica in Sand, ASTM C-146 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
Percentage of Crushed Particles, California Method 205 . . . . . . . . . . . . . . . . . . . . . . . . . 60
8
3/92
LABORATORY TESTING
(Continued)
M. CONCRETE
Cement Content of Hardened Concrete, ASTM C-1084 . . . . . . . . . . . . . . . . . . . . . . . . . . . $275
Chemical Test, ASTM C-150 (Types I Through V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Quotation
Time of Setting of Hydraulic Cement, ASTM C-191 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
Compressive Strength of Hydraulic Cement Mortar,
ASTM C-109 (Per Set of 3 Cubes)
Preparation of Specimen Not Included . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
Specific Gravity of Hydraulic Cement, ASTM C-188 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
Volume Change of Cement, Mortar or Concrete (Drying Shrinkage),
ASTMC-157 . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . Quotation
Mix Design (Aggregate Tests Not Included) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $100
Compressive Test, 6" x 12" Cylinder, ASTM C-39 (Sets of 3 or 4) . . . . . . . . . . . . . . . . . . . 60
Compressive Test, Cored Specimens (Preparation Not Included) . . . . . . . . . . . . . . . . . . . 15
Preparation of Specimens, Diamond Sawing (Each End) . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Proportion of Cement in Hardened Concrete, ASTM C-85 . . . . . . . . . . . . . . . . . . . . . . . . 290
Flexural Test of Concrete Beam, ASTM C-293 or ASTM C-78 . . . . . . . . . . . . . . . . . . . . . . 55
Splitting Tensile Strength of Concrete Cylinders, ASTM C-496 . . . . . . . . . . . . . . . . . . . . . 50
Density Test on Concrete Cylinders . . . . . . . . . . . . . . . . . . . . 25
"AZ" Test-Reinforced Concrete Pipe "Life Factor" (C,CO, Equivalent) . . . . . . . . . . . . . . . . 50
ChEWCAL REACTIVITY TESTS
Mixing Water: pH, Electrical Conductance, Chloride, Sulfate . . . . . . . . . . . . . . . . . . . . . . $ 50
Contact Soil: pH, Electrical Conductance, Chloride, Sulfate
Clay Type (Saturation Extract) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
Granular (Saturation Extract) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70
9
2/92
LABORATORY TESTING
(Continued)
N. STEEL
REINMRCING BM TESTS
Tensile and Bend Tests, #2 through #8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 80
Tensile and Bend Tests, #9 through #11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
Machining Charges, #14 through #18 Bars . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
WIRE FABRIC TESTS-ASTM A-185
TensionTest . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . $ 40
BendTest . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Weld Shear Test (Average of 4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
STRUCTURAL STEEL TESTS
Tensile Test (Sample Preparation Not Included) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 40
Bend Test (Sample Preparation Not Included) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Machining Charges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
HARDWESS TESTS
Brinell Hardness, ASTM E-20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 50
Rockwell Hardness, ASTM E-18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
HIGFI STRENGTH BOLT TESTS
Bolt Ultimate Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 90
Bolt Hardness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
NutHardness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
Washer Hardness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
Proof Loading, Bolt or Nut . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
CALIBRATION
TorqueWrench . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $110
Jack . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
PRESTRESSING CABLES
Tensile and Elongation, ASTM A-416 or ASTM A-421 . . . . . . . . . . . . . . . . . . . . . . . . . . . . $100
Cable Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
Tendons . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Quotation
10
2192
LABORATORY TESTING
(Continued)
V. WELDING
WELDER QUALMaATIQN TESTING
Structural Welding (Machining Included, Per Position -Witnessing Not Included)
Groove Weld, 3/8" Plant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $120
Groove Weld, 1" Plate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
Light Gauge Welding: State Division of Architecture, School House Section
Circular No. 6, Plug and Butt Welding, 8 Specimens,
Three Positions (Witnessing Not Included) . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 240
Plug Welding: Two Specimens, One Position,
Test Plates Included (Witnessing Not Included) . . . . . . . . . . . . . . . . . . . . . . . . . . 120
Witnessing of Weld Test (Per Hour) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58
WELLED SPECIMEN TESTS
Face Bend (Preparation Not Included) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 25
Root Bend (Preparation Not Included) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
Side Bend (Preparation Not Included) . . . . . . . . . . . . . . . . . . . . 25
Free Bend (Reinforcing Steel) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Nick Break (Reinforcing Steel) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
11
W92
LABORATORY TESTING
(Continued)
VI. MASONRY
CONCRETE MASQAW UNITS TESTING-ASTM C-90
Specific Gravity and Unit Weight . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 50
MoistureContent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Compression Test, Masonry Units, ASTM C-140 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
Absorption Test Including Moisture Content, Masonry Units, ASTM C-140 . . . . . . . . . . . . 50
Grouted Masonry, fl. Determinations, U.B.C. (Field Prep & Grouting Obs Not Included)
Each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
Per Set of 5 Composite Units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
450
Lineal Shrinkage, Masonry Unit, Title 24, Per Specimen . . . . . . . . . . . . . . . . . . . . . . . . . . 100
Tensile Test - Masonry Units, Per Specimen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100
BRICK TESTS
Compression Test, ASTM C-67 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 30
Modulus of Rupture, ASTM C-67 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Absorption Test and Coefficient, ASTM C-67 . . . . . . . . . . . . . . . . . . . . 45
Shear Test on Masonry Cores . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
GROUT AND MORTAR TESTS
Compression Test, Grout Prisms (Sets of 3 or 4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 75
Compression Test, Mortar Cylinders (Sets of 3 or 4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
12
W92
LABORATORY TESTING
(Continued)
VII. ASPHALT AND PAVEMENT
E19vmnyous MRTSRUt A ASPI3ALT, ROAD OIL TESTRVIG
Centrifuge, Kerosene Equivalent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 90
K,, Factor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
Kr and Km Factor Calculations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
Extraction, Bitumen Percentage
ASTM Method 2172 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120
California Method 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 180
Moisture Content . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
Gradation of Extracted Sample . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
Distillation, ASTM D-402 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 300
FilmStripping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60
Residue, By Distillation, Percent, ASTM D-244 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 300
By Evaporation, Percent, ASTM D-244 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70
FlashPoint . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
Penetration at 77° F, ASTM D-5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
Swell Test on Combined Aggregate, AASHTO T-101 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80
AsphaltMix Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Quotation
Stabilometer Value, California Method 304,
Per Specimen (Pre-mixed Sample) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
Per Specimen (Lab-mixed Sample) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
Specific Gravity of Compacted Sample and Core . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Specific Gravity of Asphalt Concrete, ASTM D-2041, Rice Method . . . . . . . . . . . . . . . . . . 180
Moisture Vapor Susceptibility, California Method 307
Per Specimen (Pre-mixed Sample) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
Per Specimen (Lab-mixed Sample) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150
Surface Abrasion of Compacted Bituminous Mixtures, California Method 360-A,
Per Set of 3 (Pre-mixed Sample) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360
Per Set of 3 (Lab-mixed Sample) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 420
Index of Retained Strength, ASTM D-1075 - Effect of Water on Cohesion
Per Set of 6 (Lab-Mixed Samples - Not Including Mix Design) . . . . . . . . . . . . . . . 320
Per Specimen (Pre-mixed Sample) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
Maximum Density of Asphalt Concrete (Average of 5 Specimens - California Method) . . . 300
ALUSM4U TEST
Stability and Plastic Flow of Bituminous Materials, ASTM D-1559,
Per Set of 3 (Field Mix) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $150
Per Set of 3 (Lab-mixed Samples - Not Including Mix Design) . . . . . . . . . . . . . . . 210
DISP XVM"
Solvent Disposal Fee (Per Extraction) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $10
Solvents after use in conducting several of the tests are designated as'Hazardous waste'and are subject to nominal disposal fees.
13
3/92
r•-
LABORATORY TESTING
(Continued)
VM. MISCELLANEOUS
LUMBER
Specific Gravity and Shrinkage, ASTM D-143 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $95
Moisture Content of Wood
ASTM D-2016, Method "A" (Oven Dry) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
ASTM D-2016, Method "B" (Electronic Meter) . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
PLYWOOD
Plywood Glue Shear Test, ASTM D-805 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Quotation
Moisture Absorption of Plywood, ASTM D-805 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $60
CLUB-LAA0MTFsD TIMERS
Finger Joint Tension Test, AITC Test 106 (Preparation Not Included) . . . . . . . . . . . . . . . . $40
Bending Test for End Joints, AITC Test 105 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Adhesive Spread Measurement, AITC Test 102 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Moisture Content and Specific Gravity, AITC Test 111.ASTM D-805-72 . . . . . . . . . . . . . . 60
CALVED CQfiTLVG
Weight of Galvanized Coating, ASTM A-90 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $65
FLUPROOFTNG
Dry Density, ASTM E-605 (Each) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $50
wp51/selene
14
2/92
F 1181 Quarry Lane
�uilding 300
Pleasanton, CA 94566
(510) 462-4000
(510) 462-6283 FAX
& Associates
March 30, 1992 BSK Proposal PR92059A
Mr. Lee Thompson
Public Works Director/City Engineer
City of Dublin
100 Civic Plaza
Dublin, CA 94568
Subject: Technical Proposal
Construction Materials Testing/Observation Services
Dublin Boulevard Extension
Between Dougherty and Tassajara Roads
Dublin/Alameda County, California
Gentlemen:
In response to your Request for Proposal (RFP) dated March 20, 1992,we are submitting
this proposal to provide earthwork and materials testing and observation services
regarding the above-referenced project.
PROJECT DESCRIPTIONS
Based on your RFP and our recent discussion with Mr. Mehran Sepehri, Senior Civil
Engineer for the City of Dublin, it is our understanding that the project consists of two
phases. Phase I involves construction of a two- to six-lane extension of Dublin Boulevard
from Dougherty Road to the Southern Pacific Railroad Right-of-way, as well as widening
a portion of Dougherty Road to the north of Dublin Boulevard, and a short segment of
Chabot Drive to the south. As part of this phase, a box culvert will be installed to cross
Chabot Creek. The Phase I construction will include storm drain, sewer and other
underground utilities and concrete sidewalk work. Phase I is anticipated to start in
early April and be completed within six months. Phase II consists of construction of a
two-lane roadway to extend Dublin Boulevard eastward from the Southern Pacific
Railroad Right-of-way to Tassajara Road,including the south-north extension of Hacienda
Drive on the north side of I-580, and construction of a concrete bridge over Tassajara
Creek. A minimum amount of underground utility work is planned within Phase II
improvements. This phase is anticipated to start in early July 1992 and be completed
within six months as well.
EXHIB15i
f
Geotechnical Engineering• Engineering Geology-Environmental Services•Construction Inspection &Testing•Analytical Testing
Technical Proposal - Construction BSK Proposal PR92059A
Materials Testing/Observation March 30, 1992
Dublin Boulevard Extension East of Page 2
Dougherty Road - Dublin, California
We have reviewed construction plans for Phase I work; however, no specifications or
schedule were available for our review. The Phase II work is in the design stage, hence, no
plans and specifications have been available to review. The type of foundation for
the planned concrete bridge is not known at this time. However, we anticipate that the
bridge may be supported either on cast-in-place drilled piers or pre-cast concrete driven
piles.
SCOPE OF WORK
An outline of the required tasks for construction testing/observation services is given in the
RFP. The workscope consists of(a) performing observation and compaction testing during
site grading and providing pile driving/installation inspection; (b) obtaining three concrete
test cylinders per 50 cubic yard concrete pours and possibly special inspection services in
connection with the box culvert and bridge construction; and (c) performing laboratory
materials compliance testing and field in-place density testing for soils, aggregate subbase,
aggregate base, and asphalt concrete; (d) review of mix designs for concrete and asphalt; and
(e) providing daily and final summary reports for field and laboratory activities.
PROJECT APPROACH
In order to ensure compliance with the project plans and specifications, we would perform
the following quality control/quality assurance tasks under the directions of an experienced
Project Manager.
Field and Laboratory Work
We propose to have a sufficient number of experienced soils technicians and construction
inspectors with appropriate equipment (depending on the design aspects of improvements
and construction schedule) to carry out the following functions:
1) Sample site soils, import fill (if any), aggregate subbase, aggregate base, trench
backfill materials, and asphalt concrete for compliance testing in our Pleasanton
laboratory.
2) Perform field compaction testing using a nuclear gauge on compacted sections.
3) Fabricate concrete cylinders for compressive strength tests in the laboratory.
0
&Associates
Technical Proposal - Construction BSK Proposal PR92059A
• Materials Testing/Observation March 30, 1992
Dublin Boulevard Extension East of Page 3
Dougherty Road - Dublin, California
4) Observe pile driving/installations and document pile type, size, blow counts, and
depth of penetrations.
5) Perform compliance density testing on asphalt paving, and obtain bulk samples for
extraction-gradation and specific gravity tests in our laboratory.
6) Inspect and test the structural steel, per plans and specifications, related to bridge
and culvert construction.
7) Prepare daily factual reports to document the field activities and test results.
The efforts of our field staff will be directed by the City Public Works staff assigned to the
project. The field and laboratory tests will be performed in accordance with California
Department of Transportation (Caltrans), City of Dublin Standards and ASTM methods.
Engineering Consultation and Office Support
The BSK Project Manager will provide geotechnical consultation, if required, during the
earthwork phase of the project. He will also review daily reports, attend_ site meetings (if
required), and prepare monthly summary reports containing results of field and laboratory
activities.
QUALIFICATIONS AND EXPERIENCE
BSK&Associates is a multi-discipline professional organization specializing in Geotechnical
Engineering, Engineering Geology, Materials Testing and Construction Observations,
Environmental Engineering, and Analytical Testing. BSK was established in 1966 and has
seven offices in California. The Northern California offices are situated in Pleasanton and
Sacramento. Other offices are situated in Fresno, Visalia and Bakersfield. Each area, -
including the Pleasanton office, maintains materials and soils testing laboratories. State-
certified, modern analytical laboratories are included with the Fresno facilities.
Total staff in the BSK offices includes 142 professionals, technicians, inspectors, drillers,
office and administrative personnel. Our professional staff includes civil engineers,
geotechnical engineers, geologists, geohydrologists, and chemists. The reputation of
individual members of the professional staff is well established throughout their regions of
influence. BSK has been named by Engineering News Record as one of the Top-500
Engineering Design Firms in America.
&Associates
Technical Proposal - Construction BSK Proposal PR92059A
Materials Testing/Observation March 30, 1992
Dublin Boulevard Extension East of Page 4
Dougherty Road - Dublin, California
In accordance with the management practices of the firm, laboratory and field equipment
are maintained such that each local office has the dual advantage of being self-sufficient yet
is able to freely draw on the considerable resources of the total organization should the need
arise.
Further examples of the BSK Pleasanton Office's qualifications include selection, after
competitive evaluation, by the Army Corps of Engineers, Caltrans, and the Western Division
of the Naval Facilities Engineering Command, as well as local Public Works agencies, for
materials, testing, construction inspection and geotechnical and geological engineering
services.
BSK& Associates enjoys a favorable reputation for completing projects on time and within
budget. There is adequate local staff to service the subject project. In addition, we would
be pleased to furnish the City a copy of our most recent annual financial statement, upon
request, for your review.
The BSK-Pleasanton office routinely provides geo-environmental engineering, materials
testing, and construction observation services to the Cities of Dublin, Livermore and
Pleasanton, as well as other Bay Area cities and counties. We have provided and continue
to provide such services to the City of Dublin including recent geotechnical and testing
services provided on the San Ramon Valley Road Widening, Dublin High School, and
Dublin Fire Station #1 projects. Related to your project (proposed Dublin Boulevard
extension) is our experience in the area of geotechnical engineering and construction
materials testing and observation services which we have provided for Hacienda Drive and
Santa Rita Road interchanges on I-580, and the Stoneridge Drive interchange on the I-680
corridor. A sampling of representative roadway-related projects performed by BSK-
Pleasanton are listed below:
Project Services Client
1. On-Ramp and Off-Ramp Earthwork and Pavement City of Pleasanton
Construction Project Testing & Observations North Pleasanton
Hacienda Drive Crossing per Caltrans Specs. Improvement District
Over Interstate-580 Mr. George Homolka
2. On-Ramp and Off-Ramp Earthwork and Pavement City of Pleasanton
Construction Project Testing & Observations Public Works Dept.
Santa Rita Road Crossing per Caltrans Specs. Mr. Wes Jost
Over Interstate-580
&Associates
Technical Proposal - Construction BSK Proposal PR92059A
• Materials Testing/Observation March 30, 1992
Dublin Boulevard Extension East of Page 5
Dougherty Road - Dublin, California
- Project Services Client
3. Roadway Widening and Geotech. Investigations, City of Pleasanton
Soundwalls along Earthwork Testing, North Pleasanton
I-580 and I-680 Materials Testing and Improvement District
Six Locations Foundation Inspection (c/o Mark Thomas
Company, Inc.)
Mr. Tim Fleming
4. West Las Positas Boulevard Geotechnical Engineering City of Pleasanton
Pavement Failure Evaluation Services, including Public Works Dept.
Pleasanton, CA Subsurface Exploration, Mr. Wes Jost
Inclinometer Installation
and Report
5. Busch Road Widening and Existing Pavement Section City of Pleasanton
Pavement Construction Evaluation, Overlay and Public Works Dept.
Pleasanton, CA New Pavement Section Mr. Wes Jost
Design
6. Various Public Works Geotechnical Consulting City of Livermore
Projects involving Services, Soils and Public Works Dept.
.Pavement Rehabilitation Materials Testing, Special Mr. Dan Belson
and Roadway Construction Inspection, Pavement and
Livermore, CA Subgrade Improvement
Recommendations
7. Thornton Avenue Widening/ Geotechnical Engineering City of Newark
Sewer Project Services for Assessment Public Works Dept. -
Newark, CA of Construction Effects Mr. Glenn Gebhardt
on Pavement Subgrade
8. Industrial Parkway S.W. Geotech. Investigation Beazer Development
Widening to serve Construction Materials West, San Francisco
Home Depot/Retail Complex Testing and Observations Mr. Rick Showecker
Union City, CA per Caltrans Specs.
e
&Associates
Technical Proposal - Construction BSK Proposal PR92059A
Materials Testing/Observation March 30, 1992
Dublin Boulevard Extension East of Page 6
Dougherty Road - Dublin, California
PROJECT MANAGEMENT
Alex Y. Eskandari will be the Project Manager responsible for directing the proposed field
and laboratory activities and report preparations. Mr. Eskandari will be assisted by a team
support staff from our Pleasanton office.
John R. Hedley, a Principal and Manager of the Pleasanton office, has the contractual
authority to enter an agreement with the City of Dublin regarding the proposed services.
Mr. Hedley would also provide QA review functions on the project. Resumes of key
personnel members of the project team are attached.
We appreciate the opportunity to submit this proposal for your consideration. Should you
have questions regarding our proposed scope of work or schedule, please contact the
undersigned at (510) 462-4000. A separate Fee Proposal (referenced PR92059B) is
concurrently being submitted for this project.
Respectfully submitted,
BSK & Associates
Alex Y. Eskandari, P.E.
Manager - Geotechnical Services -
AYE:kl(pro\sr)
Enclosure:
Resumes of Key Personnel
&Associates
RESUME
JOHN R. HEDLEY
PLEASANTON BRANCH GENERAL MANAGER
EDUCATION: B.S.E., 1965, Civil Engineering
California State University, Long Beach
REGISTRATION: Civil Engineer - California
Quality Control Engineer - California
EXPERIENCE: BSK & Associates, Geotechnical Consultants, Inc.
Pleasanton, California
1.983 to Present
BSK & Associates, Geotechnical Consultants, Inc.
Visalia, California
1970 to 1983
U.S. Navy, Civil Engineer Corps
1965 to 1969
Orange County Highway Department
1959 to 1964
EXPERIENCE SUMMARY:
Mr. Hedley manages the Pleasanton office and serves as the Northern Regional Manager
for BSK. He has nearly 30 years of management and technical experience in civil and
geotechnical engineering fields, as well as various materials testing and observation projects
for private commercial developments, schools, wastewater facilities and public agency
projects. Mr. Hedley also has experience and qualifications to manage the Quality
Control/Assurance function in complex projects. Mr. Hedley serves as the reviewing
principal for Project Reports in the Northern Region in addition to his administrative
functions.
PROFESSIONAL
AFFILIATIONS: California Council of Civil Engineers and Land Surveyors
Society of American Military Engineers
Consulting Engineers Association of California
s
&Associates
RESUME
"ALEX Y. ESKANDARI
MANAGER - GEOTECHNICAL SERVICES DIVISION
EDUCATION: B.S., Civil Engineering - University of California, Berkeley
M.S., Civil Engineering - California State University, San Jose
REGISTRATION: Civil Engineer, California
Environmental Assessor, California
EXPERIENCE: BSK & Associates 1985 to Present
Carl W. Garbe, P.E., Consulting Engineers 1980-1985
Vice President/Senior Engineer
Dames & Moore 1967-1979
Staff Engineer to Partner/Managing Principal-in-Charge
EXPERIENCE SUMMARY:
Mr. Eskandari is the Northern California Regional Director of Geotechnical Services for BSK &
Associates. His responsibilities include managing soils and foundation investigations and
environmental engineering projects and the coordination of marketing activities for these services.
Mr. Eskandari has over 25 years of Geotechnical Engineering and Testing experience. The last
nine years include projects in the San Joaquin River Delta and San Francisco Bay Areas.
His expertise has focused on field and laboratory testing of soils and the formulation and
evaluation of testing programs for the various commercial, industrial, and public works projects
with shallow groundwater and clayey soils. Mr. Eskandari has expertise in underground tank
compliance monitoring, installation of groundwater monitoring wells,vadose zone vapor detection
wells, sampling of soils and groundwater, and assessment of contaminations. He has managed
various compliance monitoring, fuel contamination and environmental assessment projects in the
San Francisco Bay Area and vicinity. In his twelve years of employment with Dames & Moore,
he was in responsible charge of the geotechnical engineering, evaluations and report preparation
for projects including oil and gas refineries and storage tanks off-shore and inland pipelines,
pumping stations, copper mining and refining facilities, business parks, and high-rise office
buildings. Mr. Eskandari's experience has been world-wide. He has expertise and practical
experience in the assessment of soil physical parameters, their application to the solution of
geotechnical and geohydrological problems, and overseeing quality assurance and quality control
activities during the construction phase of projects.
PROFESSIONAL
AFFILIATIONS: American Society of Civil Engineers
International Society of Soil Mechanics and
Foundation Engineers
&Associates
RESUME
JIM BACKMAN
MATERIALS TESTING AND INSPECTION MANAGER
EDUCATION: Civil Engineering - Fresno City College
CERTIFICATION: I.C.B.O. Special Inspector
Reinforced Concrete
Structural Steel
Structural Masonry
A.C.I. Concrete Technician
Masonry Industry Special Inspector
Structural Masonry
Office of The State Architect (OSA)
EXPERIENCE: BSK and Associates
1989 to Present
United/Signet Testing Labs
1985 to 1989
Twining Laboratories
Supervisor Construction Inspection
1979 to 1985
EXPERIENCE SUMMARY:
Mr. Backman has nearly 20 years experience in the field of Construction Inspection
and Materials Testing. At BSK and Associates, Mr. Backman heads up the Northern
California Construction Inspection and Materials Testing Division. His experience
in the fields of Reinforced Concrete, Roller Compacted Concrete, Structural
Masonry, Structural Steel, Roofing, and trouble shooting is comprehensive.
Mr. Backman makes periodic job site visits to review the practices of individual
inspectors and is responsible for coordinating Field Inspection and Laboratory
Testing,Efforts, Special Projects, and Failure Investigations.
PROFESSIONAL
AFFILIATIONS: American Concrete Institute
I. C. B. O.
Independent Inspectors Association
s
&Associates
RESUME
STEVE MOORE
FIELD SUPERVISOR
SENIOR CONSTRUCTION INSPECTOR
EDUCATION: B.S. Industrial Tech. - California State University, Fresno
Civil Engineering - Chabot College
CERTIFICATION: O.S.H.P.D. Class A Project Inspector
I.C.B.O. Special Inspector
Reinforced Concrete
Structural Steel Welding
Structural Masonry
Masonry Industry Special Inspector, Structural Masonry
EXPERIENCE SUMMARY:
Mr. Moore has nearly 15 years in the construction industry. His inspection skills are
derived from construction superintendent experience with Reinforced Concrete,Structural
Masonry, Structural Steel Welding, Wood Truss, Roofing, Soil Compaction, Precast and
Prestressed Concrete structural phases of construction as well as electrical, mechanical
and the various interior finishes. During the recent five years, Mr. Moore has served as
Inspector of Record on many School and Hospital Projects throughout the Bay Area.
PROFESSIONAL
AFFILIATIONS: Association of Hospital Construction Inspectors
&Associates
RESUME
CHARLES D. REYNOLDS
LABORATORY MANAGER/SUPERVISOR
EDUCATION: B.A., Arts
California State University, Fullerton
CERTIFICATION: Institute for the Certification of Engineer
Technicians, Special Masonry Inspector
EXPERIENCE: BSK and Associates, 1980 to Present
Laboratory Manager
EXPERIENCE SUMMARY:
Mr. Reynolds is Supervisor for BSK & Associates' Pleasanton testing laboratory, as
well as Supervisory Technician for field soil-related activities. He has been
Laboratory Manager for a Quality Control Facility used by several general
contractors on multi-million dollar projects for the U.S. Army C.O.E., in Fort
Irwin, California. Mr. Reynolds has been a Quality Assurance Representative for
Materials Testing and Construction Observations for the U.S. Navy Housing
Rehabilitation projects, and an Inspector for a multi-story precast concrete Senior
Housing Project.
Prior to his affiliation with BSK & Associates, Mr. Reynolds was Laboratory
Manager for a large materials testing firm in Stanton, CA, and was an Engineering
Technician for several testing laboratories in Southern California.
&Associates
RESUME
JAMES W. GOTCHER
ENGINEERING TECHNICIAN
EDUCATION: B.A., Business/Finance (in progress)
California State University, Hayward
EXPERIENCE: BSK & Associates, Geotechnical Consultants, Inc.
Pleasanton, California
1991 to Present
Henry Justiniano & Associates
Pleasanton, California
1988 to 1991
EXPERIENCE SUMMARY:
Mr. Gotcher is an Engineering Technician for BSK & Associates' Pleasanton office.
He has over 8 years of experience in the construction industry. Mr. Gotcher
routinely provides supervision, construction observation/field testing services, and
laboratory testing for various types of earthwork projects. Mr. Gotcher has
extensive experience with Caltrans and ASTM test methods and has provided
earthwork observation and testing services on many roadway construction projects
in the Bay Area, including repair work on Interstate 580. He has extensive hands-
on experience in the construction observation/testing of landslide repairs, retaining
wall construction, underground utility construction, pavements, subdrainage
installation, and asphalt paving materials. Mr. Gotcher has also provided inspection
for foundation excavations, steel and concrete placement, and batch plant
observations. Mr. Gotcher is certified in the use of nuclear density equipment, and
has participated in seminars related to earthwork construction observation and
testing services.
&Associates