HomeMy Public PortalAboutORD10491 Jig
BILL NO.
SPONSORED BY COUNCILMAN
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE
MAYOR AND THE CITY CLERK TO ENTER INTO AN AGREEMENT WITH
ANCO TESTING LABORATORY, INC. FOR SOIL TESTING
SERVICES REQUIRED FOR AIP PROJECT NO. 'S 3-29-0036-03 and 3-29-
0036-04 AT THE JEFFERSON CITY MEMORIAL AIRPORT.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF JEFFERSON,
MISSOURI, AS FOLLOWS:
Section 1. The Mayor and Clerk of the City of Jefferson,
Missouri are authorized and directed to execute a contract with
Anco Testing Laboratory, Inc. for soil testing
services for AIP Project No. 's 3-29-0036-03 and 3-29-0036-04 at
the Jefferson City Memorial Airport .
Section 2. The contract shall be substantially that same in
form and content as the contract attached hereto as "Exhibit A"
and made a part hereof.
Section 3. This ordinance shall be in full force and effect
from and after its passage and approval.
Passed_ Approved
re iding Offi r Mayor
ATTEST:
C �
City Clerk
AGREEMENT
for
SOIL TESTING
°�is Agreement made this �� day of
lg by and between the City of Jefferson Cit , Missouri
(hereinafter called the "City" ) , and Anco Testing Laboratory.
Inc. (hereinafter called the "Consultant" ) .
WHEREAS, the City desires to engage the Consultant to render
certain technical services hereafter described, and
WHEREAS, the Consultant warrants that it is competent to
perform the technical services hereafter described, and
WHEREAS, the Consultant is desirous of rendering the
technical services as hereafter described.
NOW THEREFORE, in consideration of the mutual undertakings
herein contained, the parties agree as follows:
ARTICLE I. EMPLOYMENT OF CONSULTANT.
The City hereby agrees to engage the Consultant and the
Consultant hereby agrees to perform the services hereinafter
described. The objective of the service to be provided by the
Consultant will be to perform required testing services for a
1,000 foot runway extension with parallel taxiway for runway
12/30, and a 770 foot taxiway for runway 26 at the Jefferson City
Memorial Airport.
ARTICLE II . SCOPE OF WORK.
The Consultant shall do, perform and carry out in a
satisfactory and proper manner as determined by the City, the
SCOPE OF WORK attached and incorporated herein as Appendix "A. "
ARTICLE III. PERSONNEL.
Section 1. The Consultant represents that he has , or will
secure at his own expense, all personnel required in performing
the services under this Agreement. Such personnel shall not be
employees or have any contractual relationship with the City.
Section 2. All services required hereunder will be
performed by the Consultant or under his supervision, and all
personnel engaged in the work shall be fully qualified.
Section 3. None of the Work or services covered by this
Agreement shall be subcontracted without the prior written
approval of the City.
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Section 4 . It is understood and agreed that the personnel
indicated in the KEY PROJECT PERSONNEL of Appendix "B" will be
Alm assigned to the project and will be assigned responsibility as
indicated in Appendix "A. "
ARTICLE IV. TIME.
The services of the Consultant are to commence upon written
Notice -to Proceed by the City, and shall be completed within the
PROJECT SCHEDULE as outlined in Appendix "A. "
ARTICLE V. COMPENSATION.
Section 1. Compensation for the services specified in
Appendix "A, "— SCOPE OF WORK, attached and incorporated by
reference hereto, for all expenses incurred by the Consultant in
overhead, travel, administrative, and indirect expenses shall be
paid according to the submitted rate schedule attached and
incorporated as Appendix "B" and shall constitute full and
complete compensation for the Consultant 's services indicated in
Appendix "A. "
Section 2. The Consultant shall advise the City in writing
when cost for services reaches Twenty-nine Thousand Eight Hundred Dollars
($29, 800.00 ) , and will not proceed with further work without
written notice from the City Director of Transportation.
ARTICLE VI . METHOD OF PAYMENT.
The City will pay the Consultant monthly based on the work
completed in the preceding month and shall, in every case, be
supported by a suitable invoice.
ARTICLE VII . EXTRA SERVICES.
If the Consultant is requested to provide Extra Services by
the City, the scope of, and the fee for said services shall be
submitted to the City for review and approval. No work will be
performed or invoiced for until after written authorization for
the Extra Services is received from the City.
ARTICLE VIII . INDEMNIFICATION AGREEMENT.
The Consultant hereby agrees and covenants that they will
hold and save harmless and indemnify the City, its officers ,
' agents, servants , and employees from liability of any nature or
kind, in connection with the work to be performed hereunder
arising out of any act or omission of the Consultant or of any
employees or agent of the Consultant or any of them, or
associated with them including any persons, firm or corporation
engaged by the Consultant to perform any work required by or in
connection with the work required by this Agreement.
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ARTICLE IX. TERMINATION OF AGREEMENT.
The City, at any time, and with or without cause, may
terminate this Agreement as to any services not yet rendered.
The Consultant shall have no right to terminate services under
this Agreement without just cause. Termination by the City shall
be by registered letter, addressed to the Consultant at the
address set forth herein. Should this Agreement be so
terminated, the Consultant shall receive no compensation for any
services nor performed. The City shall pay, as the full
compensation to which the Consultant shall be entitled in
connection with the Agreement ( if termination is not the fault of
the Consultant) , amounts for or attributable to services
completely satisfactory through the date of determination, plus
costs incurred in completing such reports, documents, or matters
as required by the City for the termination of the work and
securing the project against damage or injury occasioned by delay
or stoppage.
ARTICLE X. TITLE VI ASSURANCES.
During the performance of this contract, the Consultant, for
itself, its assignees and successors in interest agrees as
follows:
Section 1. Compliance with Regulations . The Consultant
shall comply with the Regulations relative to nondiscrimination
in federally assisted programs of the Department of
Transportation (hereinafter, ".D.O.T" ) , Title 49 , Code of Federal
Regulations, Part 21, as they may be amended from time to time,
(hereinafter referred to as "the Regulations" ) , which are herein
incorporated by reference and made a part of this contract.
Section 2 . Nondiscrimination. The Consultant, with regard
to the work performed by it during the contract, shall not
discriminate on the grounds of race, color, or national origin in
the selection and retention of subcontractors, including
procurements of materials and leases of equipment. The
Consultant shall not participate either directly or indirectly in
the discrimination prohibited by section 21.5 of the Regulations,
including employment practices when the contract covers a program
set forth in Appendix "B" of the Regulations.
Section3. Solicitations for Subcontracts , Including
Procurements if Materials and Equipment. In all solicitations
either by competitive bidding or negotiation made by the
contractor for work to be performed under a subcontract,
including procurements of materials or leases of equipment, each
potential subcontractor or supplier shall be notified by the
Consultant of the Consultant's obligations under this contract
and the Regulations relative to nondiscrimination on the grounds
of race, color, or national origin.
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Section 4 . Information and Reports . The Consultant shall
provide all information and reports required by the Regulations
or directives issued pursuant thereto and shall permit access to
its books , records , accounts , other sources of information, and
its facilities as may be determined by the City of the Federal
Aviation Administration ( FAA) to be pertinent to ascertain
compliance with such Regulations , orders , and instructions.
Where any information required of a contractor is in the
exclusive possession of another who fails or refuses to furnish
this information, the Consultant shall so certify to the City or
the FAA, as appropriate, and shall set forth what efforts it has
made to obtain the information.
Section 5. Sanctions for Noncompliance. In the event of
the Consultant 's noncompliance with the nondiscrimination
provisions of this contract , the City shall impose such contract
sanctions as it or the FAA may determine to be appropriate,
including, but not limited to a
(a) withholding of payments to the Consultant under the
contract until the contractor complies , and/or
(b) cancellation, termination, or suspension of the
contract, in whole or in part.
Section 6. Incorporation of Provisions . The Consultant
shall include the provisions of Article X, Sections 1 through 5
in every subcontract , including procurements of materials and
leases of equipment, unless exempt by the Regulations or
directives issued pursuant thereto. The Consultant shall take
such action with respect to any subcontract or procurement as the
City or the FAA may direct .as a means of enforcing such
provisions including sanctions for noncompliance. Provided,
however, that in the event a contractor becomes involved in, or
is threatened with, litigation with a subcontractor or supplier
as a result of such direction, the Consultant may request the
City to enter into such litigation to protect the interests of
the City and, in addition, the Consultant may request the United
States to enter into such litigation to protect the interests of
the United States .
ARTICLE XI . MINORITY BUSINESS ENTERPRISE (MBE) ASSURANCES.
Section 1. Policy. It is the policy of the Department of
TransportatioiT that minority business enterprises as defined in
49 CFR Part: 23 shall have the maximum opportunity to participate
in the performance of contracts financed in whole or in part with
. Federal funds under this agreement. Consequently, the MBE
requirements of 49 CFR Part 23 apply to this agreement.
Section)2 . MBE Obligation. The Consultant agrees to ensure
that minority business enterprises as defined in 49 CFR Part 23
have the maximum opportunity to participate in the performance of
contracts and subcontracts financed in whole or in part with
AOL Federal funds provided under this agreement. In this regard, all
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contractors shall take all necessary and reasonable steps in
accordance with 49 CFR Part 23 to ensure that minority business
enterprises have the maximum opportuntiy to compete for and
perform contracts . Contractors shall not discriminate on the
basis of race, color, national origin or sex in the award and
performance of DOT assisted contracts .
ARTICLE XII . NONASSIGNABILITY.
The services to be performed under this Agreement shall not
be assigned, sublet, or transferred without the written approval
of the City.
ARTICLE XIII . MONITOR AND AUDIT.
The Consultant agrees to submit to audit at reasonable times
by the City and the authorized representative of the Federal
Aviation Administration, the Comptroller General of the United
States, or any of the duly authorized representatives shall have
access to any books , documents, papers, and records of
Consultants which are directly pertinent to a specific grant
program, for the purpose of making audits , examinations, excerpts
and transcriptions . City shall require Consultant to maintain
all required records for three years after the City makes final
payment and all other pending matters are closed. Consultant
further agrees to permit monitoring by the City, its staff, and
appropriate representatives and to comply with such reporting
}procedures as may be established by the City.
AM
ARTICLE XIV. TRAVEL.
There will be no travel expenses paid within the city
limits., Any additional travel outside the city limits must have
prior approval of the City to be eligible for reimbursement.
ARTICLE XV. COMPLIANCE WITH LAWS.
The Consultant agrees to comply with all Federal, State and
.Local. laws and ordinances applicable to the execution of the work
covered by this Agreement.
ARTICLE XVI . OWNERSHIP OF DRAWINGS AND CONTRACT DOCUMENTS.
Original documents, such as tracings, plans, specifications,
maps, basic survey notes and sketches, charts, computations, and
other data prepared or obtained under the terms of the contract,
are instruments of service and will remain the property of the
Consultant. Reproducible copies of drawings and copies of other
pertinent data should be made available to the sponsor upon
request.
ARTICLE XVII . GOVERNING LAW.
This Agreement shall be interpreted under and governed by
the laws of the State of Missouri.
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ARTICLE XVIII . DISPUTES AND REMEDIES.
Except as this Agreement otherwise provides, all claims ,
counterclaims, disputes and other matters in question between the
City and the Consultant arising out of or relating to this
Agreement or breach of it will be decided by arbitration if the
parties mutually agree, or in a court of competent jurisdiction
within the State of Missouri.
ARTICLE XIX. COVENANT AGAINST CONTINGENT FEES.
The Consultant warrants that no person or selling agency has
beer) employed or retained to solicit or secure this contract upon
an agreement or understanding for a commission, percentage,
brokerage or contingent fee, excepting bona fide employees of the
Consultant for the purpose of securing business . For breach or
violation of this warranty the City shall have the right to annul
this contract without liability or at its discretion, to deduct
from the contract price or consideration, or otherwise recover,
the full amount of such commission, percentage, brokerage, or
contingent fee.
IN WITNESS WHEREOF, said parties have caused this Agreement
to be signed by their duly authorized officers.
CITY OF JEFFERSON, MISSOURI
ATTEST:
M yor
City Clerk
ANCO TESTING LABORATORY, INC.
ATTEST;
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Appendix "A"
SCOPE OF WORK
The Consultant will provide and furnish:
1. Certified technicians with a minimum of five years
experience in required testing to perform required
field and laboratory tests.
2. A laboratory to perform required laboratory testing.
3. All necessary equipment and supplies to perform
required tests . All soil density tests will be
performed with a nuclear meter, except for tests made
by sandcone method to calibrate.
The Consultant will perform the minimum tests as outlined in the
attached FAA Consulting Engineer Services Specifications , and
shall. comply with the Contract Documents for Jefferson City
Memorial Airport, AIP Project Nos. 3-29-0036-03 and 3-29-0036-04,
prepared by R. F. Verslues and Associates, Inc. , and incorporated
herein by reference. The Consultant will perform additional
tests as required by the resident engineer/inspector and advise
the resident engineer/inspector of the results . The resident
engineer/inspector will be provided for by Verslues and
Associates .
PROJECT SCHEDULE - The General Contractor, has one hundred twenty
(120 ) working days to complete each Extension Project. The
Consultant will schedule testing as necessary to comply to the
General Contractor' s schedule. Estimated Notice to Proceed is
October 1, 1985. There is a possibility that portions of the
project will not be completed until Spring, 1986 .
,fir
Appendix "B"
CONSULTING ENGINEER SERVICES
FOR RESIDENT PROJECT ENGINEER ON PAVING PROJECTS
Part I, Scope: The consulting engineer shall provide all
services for inspection of the construction of AIP Project No.s
3-29-0036-03 and 3-29-0036-04 , 1,000 Foot Runway Extension with
Parallel Taxiway for Runway 12/30, and 770 Foot Taxiway for
Runway 26, for the City of Jefferson, State of Missouri. The
airport is located 2 miles northeast of the City of Jefferson on
Highway 54 . The project plans and specifications will become a
part of this contract.
Part II, Personnel and Equipment: A building suitable for a
field office and a laboratory if a laboratory is required, will
be provided by the sponsor or the contractor as indicated in the
specifications. The remainder of the equipment required for
surveying, material testing and other equipment required to
accomplish inspection surveillance for the project will be
provided by the consulting engineer providing the resident
engineering services for the project .
A resident engineer/inspector shall be provided on the project
site at all times during construction of the project . The
resident engineer/inspector shall have at least 5 years
experience in the related field for which he is providing the
inspection service . The resident engineer/inspector shall
supervise the additional personnel required to provide inspection
and material testing services for the project. He will have
authority to make decisions regarding the project, subject to
approval of the sponsor/owner and the FAA. Other required
personnel will be listed in the appropriate sections hereinafter.
Part III, Surveying: The surveying included in this portion of
the engineering agreement is for construction of the project .
However, all field notes and data collected during design will be
available to the resident engineer regardless of who designs the
project. The survey shall consist of a minimum of three people
comprised of a party chief/instrument man, head chainman and
rear chainman. The party chief/instrument man shall have a
minimum of five years experience in the field of surveying. The
resident may fill this position if he is qualified. The head
chainman shall have at least 3 years experience in the field of
surveying. The rear chainman shall have at least a working
knowledge in the field of surveying.
Unless otherwise specified in the contract documents , the
contractor shall be responsible for horizontal layout and
vertical control for the project. The sponsor 's survey personnel
shall not be employed by the contractor. In the event that the
sponsor is responsible for horizontal layout and vertical
control, the survey party shall recheck after completion of the
subgrade, subbase, base course and surface course layers.
Otherwise, the surveying party shall be responsible for checking
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horizontal alignment and vertical control for compliance to the
plans and for taking original and final cross sections for
computing final pay quantities .
Part IV, Construction Inspection: Again the resident
engineer/inspector shall have a minimum of five years experience
in the major items of construction which would normally consist
of excavation and embankment, bituminous and Portland cement
concrete paving, and airfield lighting. A different resident
engineer/inspector may be used for each phase of work. The
duties of the inspection force are outlined hereinafter.
A. Subgrade, Subbase and Base Course Construction.
1. Personnel: The Consulting Engineer shall provide one
laboratory technician with a minimum of two years experience
in soil testing. It will be the responsibility of the
technician to test the materials in the subgrade for
compliance to the specifications and advise the resident
engineer./inspector of the results . The resident
engineer/inspector can be the technician for this phase of
work.
2. Laboratory: The Consulting Engineer furnishing the
inspection service shall provide the laboratory unless it is
indicated in the project specifications that it is provided
by others and all equipment required to test the materials.
3. Required Tests:
a. Embankment and subgrade.
( 1 ) Density and Moisture - One per layer for each
1,000 CY.
( 2 ) Soil Classification - One soil classification test
for each color and texture change and at least one
test for each 10,000 square yards for the top two
feet of subgrade. A soil classification test
shall consist of a grain size analysis and
Atterburg limits.
b. Subbase and Base Course.
( 1) Quality Test - Gradation, L.L. P. I. , soundness
and abrasion tests will be required for aggregates
used in subbase and base course construction
unless the aggregate source has been tested in the
last year and meets the project specification. If
the aggregate meets the project specifications ,
then the Consulting Engineer shall provide copies
of the tests .
( 2 ) Construction Tests - Gradation L.L. , P. I. , Density
and moisture tests and layer thickness - one per
2
layer for each 500 C.Y. When frost is anticipated
and there is a possibility of the material used in
the construction of these layers exceeding the
limit of 3% smaller than .02 mm size then the
hydrometer test shall be run on the material in
accordance with AASHTO T 88-72.
B. Bituminous Paving Inspection.
1. Personnel: The Consulting Engineer shall provide a
minimum of three people for asphalt paving operations
any day that it is anticipated that over 50 tons of
asphaltic concrete will be produced. When less than 50
tons are produced, then at least the resident engineer
shall be on site. The personnel shall consist of a
Laydown Inspector and two Laboratory Technicians .
a. Laydown Inspector - The laydown inspector shall
have a minimum of 5 years experience as an
r asphaltic concrete laydown inspector. If the
resident engineer/inspector qualified, then he can
serve as laydown inspector. The duties of the
laydown inspector is to inspect the laydown
operation for compliance to the project
specifications. In the event the contractor fails
to comply with the specifications, then the
inspector shall notify the resident engineer
immediately. The laydown inspector shall inspect
Ahk the paving equipment prior to paving operations
for performance and compliance to specifications .
b. Chief Laboratory Technician - The Chief Laboratory
Technician shall have a least 5 years experience
in the field of asphaltic concrete laboratory
services and/or shall be a certified laboratory
technician in asphaltic concrete testing. The
resident engineer/inspector may fill this position
if he qualifies . However, the resident
engineer/inspector can only fill one position. It
shall be the duty of the chief laboratory
technician to run or supervise all tests required
by the project specifications or - this document for
compliance to the project specifications . In the
event materials do not meet project
specifications, the chief laboratory technician
shall notify the resident engineer/inspector
immediately.
C. Laboratory Technician - The other laboratory
technician shall have at least a working knowledge
of asphaltic concrete testing procedures. He
shall assist the chief laboratory technician in
performance of the required tests .
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2 . Laboratory and Equipments If the project is located a
remote distance from an established laboratory where it
takes longer than 4 hours to complete the construction
tests, then a laboratory on site shall be required.
Unless it is indicated in the project specifications
that a laboratory will be furnished by the sponsor or
contractor, it will be the responsibility of the
consulting engineer providing the inspection service to
provide the laboratory if one is required. The
consulting engineer providing the inspection services
shall provide all the equipment required to accomplish
the tests including the nuclear density machine and the
required straight edge.
3. Required Tests: The following tests shall be
considered a minimum unless otherwise indicated. When
materials fail to meet the specifications , additional
tests will be required. If the Sliding Scale Payment
Factor method is used for payment of accepted work,
then the frequency of the construction tests should be
doubled.
a. Aggregate Quality Tests - Soundness, Los Angeles
Abrasion, and Freeze-Thaw Tests will be required
for aggregates to be used in bituminous mixes
unless the aggregate source has been tested within
the last year and meets the specifications . If
the aggregate meets the specifications, the
consulting engineers shall provide copies of the
test results .
b. Preliminary Tests - Stripping, P. I. , L.L. , and
Gradation Tests . Prior to design of the mix, the
consulting engineer shall accomplish these tests .
The tests shall be accomplished in accordance with
methods indicated in the project specifications .
Prior to development of the design mix, the
consulting engineer shall furnish the FAA
gradation and absorption results of each
individual aggregate and the recommended combined
aggregate gradation for approval. This may be
accomplished by telephone or letter.
C. Mix Design - After the design combined gradation
is determined, the consulting engineer shall
proceed with the asphaltic concrete mix design.
The mix design shall be in accordance with ASTM D
1559 or Mil. Std. 620A. A minimum of 3 asphalt
contents shall be used in the mix design and the
.results plotted on linear graph paper. The curves
shall show optimum asphalt content for Marshall
Stability and Unit weight and shall span the
specification limits for flow, air voids and
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percent voids filled with asphalt. Also included
in the asphalt mix design will be the Retained
Marshall Stability Results testing in accordance
NU with Mil. Std. 620A, Method 104 .
d. Construction Tests.
( 1) Combined or Hot Bin Aggregate. Gradation, L.L. ,
and P. I. One per each 500 tons , 1 per day
minimum.
(2 ) Density and Thickness. Twice Daily. If the
nuclear testing machine can be correlated with
density cores, then 80% of the density tests can
be made with this method.
( 3 ) Marshall Stability, Flow, Air Voids and Voids
Filled Bitumen. Twice Daily.
(4 ) Extraction. Once daily.
( 5) Surface and Grade Tolerances. Four daily.
Additional tests on final inspection.
( 6) Test Results. The resident engineer/inspector or
his representative shall notify the contractor of
test results within 4 hours after the material is
sampled.
C. Concrete Paving and Structural Concrete Inspection.
1. Personnel - The Consulting Engineer furnishing the
inspection services for the project shall furnish a
minimum of two people when more than 50 cubic yards of
concrete are to be placed daily. When less than 50
cubic yards of concrete are to be placed daily. When
less than 50 cubic yards are to be placed, the resident
engineer/inspector shall be on site during the placing,
sawing and initial curing operations. The resident
engineer/inspector shall inspect final curing of the
concrete in all cases . The personnel shall consist of
a concrete placing inspector and a chief laboratory
technician.
a. Concrete Inspector - The concrete - placing
inspector shall have a minimum of 5 years
experience in the field of concrete placement.
The resident engineer/inspector may serve in this
position if he meets the qualifications. The
concrete laydown inspector shall check the laydown
operations for compliance to project
specifications. This includes condition of the
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underlying surfaces, steel placement, forms, load
transfer devices and placement of concrete. The
inspector shall report any discrepancies to the
resident engineer.
b. Chief Laboratory Technician. The laboratory
inspector shall have a minimum of two ,years of
experience in the field of concrete testing and/or
be a certified laboratory technician in this
field. Again the resident engineer/inspector may
serve in this position if he qualifies . However,
he shall not fill both positions . The chief
laboratory technician shall perform all
construction tests required in the field. The
technician shall report any discrepancies to the
resident engineer.
2. Equipment - If the contractor or sponsor does not
provide a laboratory at the project site, it shall be
the responsibility of the consulting engineer providing
the inspection services to do so. The laboratory shall
be equipped to accomplish all construction tests with
the exception of concrete beam or cylinder breaking.
However, the site laboratory shall be equipped to cure
the cylinder or beams for a period of three days after
they have been cast .
3. Required Tests.
a. Preliminary Tests.
( 1) Unless the aggregate source has been tested in the
past year, the aggregate to be used in the
concrete shall be tested for compliance to the
specifications for soundness, gradation and
abrasion. If the aggregate source has been tested
and meets the specifications , the resident
engineer shall obtain copies of the tests .
(2) If the water to be used for the concrete is not
from a potable source, then the water shall be
tested in accordance with AASHTO T-26.
(3 ) Prior to placement of any concrete, a mix design
shall be made in accordance with CRD-C-3-58 method
of selecting proportions for concrete mixtures in
the Corps of Engineer's Handbook for concrete and
cement, or American Concrete Institute's Standard ,
211. 1-70, Recommended Practice for Selecting
Proportions for Normal Weight Concrete.
Stockpiled gradation of the aggregate to be used
in the concrete shall be included in the mix
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design. If the aggregate does not meet the
recommended limits specified in CRD-C-3-58 or ACI
Standard 211. 1-70; . the contractor shall be
notified immediately.
b. Construction Tests .
( 1) Gradation - One per 500 Cu. Yds.
(2 ) Compressive Strength. One set of two cylinders
per 100 Cu. Yds.
( 3 ) Flexural Strength. Initially one set of two beams
per 150 Cu. Yds. After the initial tests prove
the mix satisfactorily, the frequency of tests may
be extended at the Engineer's discretion to one
set of beams for not more than 1, 000 Cu. Yds. , but
at least one set per day.
(4 ) Slump, Yield, Air Content, Etc. Four per day.
(5 ) Surface and Grade Tolerances. Four daily.
Additional tests on final inspection.
(b ) Results . The contractor shall be notified of all
test results immediately after the tests have been
completed.
D. Manufactured Materials .
For manufactured items such as cement, asphalt, steel, lime,
etc. , the resident engineer may accept the vendor's certification
that the materials meet the specifications or he may require the
material to be tested for compliance to the specifications.
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FORM C
1562 SOUTH 7TH,P.O.BOX 12223 ST.LOUIS,MO 314-241-0525
ANCO t
TESTINGLABORATORY, INCZ2921 EAST M CARTY,JEFFERSON CITY MO 6510163157 314-634-7070
August 27, 1985
City of Jefferson Q�' ,.?f�Tect: Runway - Taxiway 12-30 Extension
320 East McCarty \�`a ac,�s Jefferson City Memorial Airport
Jefferson City, Missouri 65101 D; Jefferson City, Missouri
Attention: Mr. Martin A. Brose .'' Project No. AIP No. 3-29-0036-03
Gentlemen:
In accordance with your request, we are submitting herewith our estimate of cost for
providing the personnel and equipment necessary to conduct the inspections and tests
recorded in the above project specification. Our estimate is based on quantities of
materials and elapsed time to complete used by contractors to bid the project.
Estimate of Cost .... .... .... .... . ... .... .... ... ... . ........... .... .... $23,642.10
Note: See attachment for the breakdown of our estimate.
esumes of .personnel who will conduct tests and/or inspections during the' construction
re attached and made a part of this submittal .
Invoices will be submitted each month terms net 30 days.
As we indicated verbally, charges for services will be computed on a "time used basis"
only_ We will make every effort to adjust personnel assignment and avoid duplication of
tests to reduce your cost wherever possible.
Thank you for the opportunity of•submitting our proposal . We appreciate your trust and
confidence in Anco Testing Laboratory's ability to furnish the equipment and qualifed
personnel necessary to provide the type of quality of testing and inspection services
you expect for your project.
Should there be any questions regarding our submittal , or if we may be of further service
please advise.
Respectfully submitted,
ZJEn T. Anderson
TESTING LABORATORY, INC.
JTA:ek
qW-City of Jefferson/Brose
FOAM C
AN4CO"TESTS T �, O� A�2921 EAST WCARTY,JEFFERSON CITY,mo 6610 83157 314.634.07070
Page No. I
Runway 7 Taxiway 12-30 Extension - Estimate of Cost Breakdown
Runway Subgrade Soil Recompaction Phase
'Tests of the soil for compliance with FAA P-152 requirements are on file.
Tests for Recompaction of Runway Subgrade Soil
Days to Number Rate
Complete of Tests Amount
4 Unknown $233.50 $934.00
Tests for Compaction of-Taxiway Subgrade Sail
Days to Number Rate
Complete of Tests per Day mount
4 Unknown $233.50 $934.00
Physical Properties Tests to Determine Quality_ of P-209 Crushed Aggregate Base Course
Tests to Determine Unit Price Test to Determine Unit Price
Gradation $ 36.25 Atterberg Limits $ 96.00
Resistance to Abrasion 180.00 Density 180.00
(Modified Proctor)
Soundness 195.50 Unit Weight 29.00
Physical .Properties Tests - Total Cost per Sample $716.75
Tests for Compaction and Thickness of Runway P-209 Crushed Aggregate Base Material
Days to Number Rate
Clete of Tests per Day Amount
6 Unknown $233.50 $1,401.00
Test for Compaction and Thickness of Taxiway P-209 Crushed. Aggregate Base Material
Days to Number Rate
Complete of Tests p2j DaX Amount
4 Unknown $233.50 $ 934.00
FORM C
1552 SOUTH 7TH,P.O.ANCO TESTING LABORATORY, INC J 2921 EAST M CARTY,JEFFERSON C TY,MO 65101 63157 � 314.634-07070
Page No. 2
Physical Properties _Tests Conducted -on P-209 Crushed Aggregate Base Material
During Construction
Test to Determine Number of Tests Unit Price Amount
Gradation 3 $36.25 $108.75
Atterberg Limits 3 96.00 288.00
Physical Properties .Tests Total Cost During Construction $396.75
Runes Bituminous Base/Surface Course Mixture Phase
Quality of Coursa and Fine Aggregate Tests
Test to. Determine Number of Tests Unit Price Amount
g radation 4 $ 36.25 $145.00
esistance to Abrasion 3 180.00. 540.00
Unit Weight 3 29.00 87.00
Soundness 3 195.50 586.50
Apparent Specific Gravity 4 29.00 116.00
Dater Absorption 4 14.50 58.00
Atterberg;Limit 2 96.00 192.00
Total $1,724.50
Bituminous Base:/Surface Course Job Mix Formula Preparation
Three (3) Point. Job Mix Curve . $658.00
Note Includes all physical properties tests required by FAA Item 401.
� Runway Bituminous Base/Surface Course Mixture Construction Tests Type of Service
Test to Determine Number of Days Rate/Day Amount
Asphalt Plant Verification* 9 $445.40 $4,008.60
On Site Laydown Inspection** 9 398.50 3,586.50
Test to Determine Number of Tests Unit Price Amount
Extraction Tests 18 166.00 $1,494.00
tability and Flow Tests 72 .15.00 1,080.00
*Includes all sampling, casting of specimens and testing at the frequency required by
FAA Item P-401.
ronm C
1552 SOUTH 7TH.P.O.BX 12223 ST.LOUIS,MO 4
ANCO TESTING LABORATORY, INC./2921 EAST M CARTY,JEO ERSON CITY,MO 65101 83157 � 314.634.7070
Page No. 3_
Our representative will determine, on a daily basis, the specific gravity, density and
thickness of stability specimens and cores removed from the compacted pavement, and
adjusting cold feed and/or hot bin feed percentages to maintain combined gradation
within job mix formula tolerances. -
**Includes recording temperatures and monitoring laydown and compaction operations with a
CPN Nuclear Density Meter. Remove specimens for thickness and density values in accordance
with frequency requirements noted in Item P-401.
Taxiway Portland Cement Concrete Pavement Phase
(. uualit of Coarse and Fine Aggregate Tests
Test to Determine Number of Tests Unit Price Amount
Gradation (Minus 200) 2 $ 38.00 $ 76.00
Resistance to Abrasion 1 180.00 180.00
Soundness 2 195.50 391.00
pecific Gravity 2 29.00 58.00
ater Absorption 2 14.50 29.00
Weight, per Cubic Foot 2 29.00 58.00
Clay Lumps & Friable Particles 2 34.00 68.00
Chert 1 38.00 38.00'
Coal and Lignite 2 34.00 68.00
Flat and Elongated Pieces 1 38.00 38.00
Total $1,004.00
Concrete Mix Design 1 180.00 $180.00. .
Taxiway Portland Cement Concrete Pavement Construction Tests
Test to Determine Number of Tests Unit Price Amount
Aggregate Gradation 10 $ 38.00 $380.00
Flexural Strength 45 25.00 1,125.00
Slump, Air Content and Yield 20
Total $1,505.00
On Site Inspection Service 5 Days 316.00/Day $1,580.00
On.Site Inspection Service - Our representative will assist the resident engineer in
verifying that forms and steel placement and placement of concrete comply with plans
Ind specifications. He will also conduct the required slump, air content and yield
tests , and will cast and transport flexural strength beams on a daily basis.
PONM C
1652 SOUTH 7TH.P.O.BOX 12223 ST.LOUIS.MO
NCO TESTING LABORATORY, INC./2921 EAST M CARTY,JEFFERSON!CITY,MO 6510 63157 � 314.634.0
R"� 7070
EMPLOYEE QUALIFICATION LETTER
Name: Gregory Henke Residence: 508A Jackson
Jefferson City, Missouri
Age: 23 years Education: Twelfth Grade
Experience: Four Years - Construction Materials Testing
1981 - 1982 - Roger F. Verslues & Associates
1982 to present - Anco Testing Laboratory, Inc.
Experience with Anco includes the following.
1.)• Soils Testing - _Supervision of backfill operations , compaction, in-place density
and moisture content control .
2.) 'Concrete Supervision
a. General on-site concrete supervision
b. Compressive and flexural strength testing
3.) Asphalt
.,a. Qualification of Aggregate
b. . Job Mix Formula
C. General plant and site supervision
4.) Structural Steel. Inspection
a. , :Inspection of high strength bolted connections - shop and field
b. Welder Qualification
c. Meld Inspection
Mr. Henke is of good character, honest and dependable, and capable of maintaining
full 'time. quality control of soil , concrete, and asphalt phases of any given project.
'. Should additional information be required, please advise.
FORM C
1552 SOUTH 7TH.P.O.BOX 12223 ST.LOUIS,MO 314-241-0526
ANC's TE TIN LABORATORY, INC./2921 EAST WCARTY JEFFERSON CITY,MO 65101 314.634.7070
EMPLOYEE QUALIFICATION LETTER
Name: John E. Kemp . Residence.: Arnold, Missouri
Age: 44 years Education: Twelfth Grade
Two Years Basic Engineering
Experience: . Nineteen Years - Construction Materials Testing
October 1965 to "present - Senior Technician - Anco Testing Laboratory, Inc.
Experience with Anco includes the following,
1.1" Soils Testing - Supervision of backfill operations, compaction, in-place density
and moisture content control .
2.) Concrete Supervision
a.. General on-site concrete supervision
b. Compressive and flexural strength testing -
3.1 Asphalt
a.- Qualification of Aggregate
b. Job Mix Formula
c ' General plant and site supervision
d.•; Laboratory analysis of compacted specimens
Mr. Kemp is of good character, honest and dependable, and capable of,maintaining
full-fame quality control of soil , concrete, and asphalt phases of any given project.
Should additional information be required, please advise.
. ,j
FORM C
1552 SOUTH 7TH,P.O.BOX 12223 ST.LOUIS,MO
i ANCO TESTING TORY, ANC./2921 EAST M CARTY,JEFFERSON CITY,MO 6510163157 314.634-07070
EMPLOYEE QUALIFICATION LETTER
Name: Herbert Goeller Residence: Route No. 3
Jefferson City, Missouri
Age: 49 years Education: Twelfth Grade
Experience: Eighteen Years - Construction Materials Testing
1957 - 1977 '- Missouri State- Highway Department - Jefferson .City, Missouri
Survey Crew & Inspector for Bridge Construction
1977 - 1980 - Department of Public Works - Jefferson City, Missouri
Supervised Construction of Streets
.1980 - 1984 - Jefferson City Housing Authority
Supervised Construction of Streets, Sewers & Buildings
1984 to present - Anco Testing Laboratory, Inc.
Experience with Anco includes the following.
1.) Soils Testing - Supervision of backfill operations, compaction,
in-place density and moisture content control .
2.) Concrete Supervision
a. General on-site concrete supervision
b. - Compressive and flexural strength testing
3.) Asphalt
a. Qualification of Aggregate
b. Job:Mix Formula
c. General plant and site supervision
4.) Structural Steel Inspection
a. Inspection of high strength bolted connections - shop and field
b. 'Welder Qualification
c. Weld Inspection
Mr. Goeller is of good character, honest and dependable, and capable of maintaining
full=time ,quality control of soil , concrete, and asphalt phases of any given project.
Should additional information be required, please advise.
FOPM C
Ot1
0V
3
U
ANf(s TESTING T Y 'N`INC./2921 EAST WC ARTY,JEFFERSON CITY MO 6510 83157 314-634.70070
August 27, 1985
City of Jefferson Project: Taxiway "B" Extension
320 East McCarty Jefferson City Memorial Airport
Jefferson City, Missouri 65101 Jefferson City, Missouri
Attention: Mr. Martin A. Brose Project No. AIP No. 3-29-0036-04
Gentlemen:
In accordance with your request, we are submitting herewith our estimate of cost for
providing the personnel and equipment necessary to conduct the inspections and tests
recorded in the above project. specification. Our estimate is based on quantities of
materials and elapsed time to complete used by contractors to bid the project.
Estimate of Cost ... .... . .. . .. ... . .... . .. . . . ... ... . . ... . .... ... . . ... . .. $6,064,25
Note: . See attachment for the breakdown of our estimate.
esumes of personnel who will conduct tests and/or inspections during the construction
are attached and made a part of this submittal .
Invoices will be submitted each month - terms net 30 days.
As we indicated verbally, charges for services will be com uted on a "time used basis"
only. We will make every effort to adjust personnel assignment and avoid duplication of
tests to reduce your cost wherever possible.
Thank you for the opportunity of submitting our proposal . We appreciate your trust and
confidence in Anco Testing Laboratory's ability to furnish the equipment and .qualifed
personnel necessary to provide the type of quality of testing and inspection services
..you expect for your project.
Should there be any questions regarding our submittal , or if we may be of further service
please advise.
Respectfully submitted,
V Jo T. Anderson
0 TESTING LABORATORY, INC.
4JJTA:ek "
3-City of Jefferson/Brose
FORM C
1152 SOUTH 7TH,P.O.BOX 12223 ST.LOUIS,MO
TESL TORY, INC./2921 EAST M CARTY.JEFFERSON CITY,MO 65101 3157 314.634.07070
Page No. 1
Taxiwa x "B" Extension - Estimate of Cost Breakdown
Quality of Soil Proposed for use in Compacted Fill
Tests to Determine Unit Price Amount
Gradation -Grain Size Analysis $ 96.00 $ 96.00
Atterberg Limits 96.00 96.00
Maximum Density - Optimum Moisture 180.00 180.00
Quality of Soil Total $372.00
uality of Soil During Construction of Compacted Fill
Test to Number Unit
Determine of Tests Price Amount
Gradation 2 $96.00 $19 2.00
Atterberg Limits 2 96.00 192,00
Total - $384.00
Tests for Cool Acti ory of Taxiway_Subgrade Soil
Days to Number Rate
Complete .of Tests per Day Amount
5 Unknown $233.50' $1,167.50
Physical Properties Tests to Determine Quality of P-209 Crushed Aggregate Base Course
Test to 'Determine Unit Price- Test to Determine Unit, Price
Gradation $ 36.25 Atterberg Limits $ 96.00
Resistance to Abrasion 180.00 Density 180.00
(Modified Proctor.)
Soundness 195.50 Unit Weight 29.00
Physical Properties Tests Total Cost per Sample $ 716,75
FONM C
s
MCO TESTING 6J" DC)R ATORYj I Q/21552 SOUTH 7TH,P.O.BOX 12223 ST.LOUIS,MO *
921 EAST MCCARTY,JEFFERSON CITY,MO 65101 63157 . 314-634.07070
Page No., 2
Taxiway Portland Concrete Pavement Phase
Quality of Course and Fine Agg relate Tests
Test to Determine Number of Tests Unit Price Amount
Gradation (Minus 200) 2 $ 38.00 $ 76.00
Soundness 2 195.50 391,00
Resistance .to Abrasion 1 180.00 180,00
Specific Gravity 2 29.00 58,00
Water Absorption 2 14.50 29,00
Weight per .Cubic 'Foot 2 29.00 58.00
,.Clay Lumps & Friable Particles . 2 34.00 68`,00
Chert 1 38.00 38.00
Coal and Lignite 2 34.00 68,00
Flat and Elongated Pieces 1 38.00 '38;00
Total $1,004,00
OConcre' te.Mix Design 1 180.00 $180,00
Taxiway Portland Cement Concrete Pavement Construction -Tests
Test to Determine Number of Tests Unit Price Amount
Aggregate, Gradation 2 $ 38.00 $ 76,00
Flexural Strength 36 25.00 900.00,
Slump, Air Content and Yield 16 _ _ _ _ _ .
Total $976.00
On. Site Inspection Service 5 Days 316.00/Day $1,264,00
On Site Inspection Service - Our representative will assist the resident engineer in
verifying that forms and steel placement and placement of concrete comply with plans
and specifications. He will also conduct the required slump, air content and yield
tests, and will cast and transport flexural strength beams on a daily basis.
p6AM C
552 SOUTH 7TH,P.O.BX 12223 ST.LOUIS,MO TESTING. LABORATORY, INC./2.921 EAST WCARTY,,JEO E SON CITY,MO 65101 63157 314.634-0070
EMPLOYEE QUALIFICATION LETTER
Name: Gregory Henke Residence: 508A Jackson
Jefferson City, Missouri
Age: 23 years Education: Twelfth Grade
Experience: Four Years - Construction Materials Testing
1981 - 1 982 .- Roger F. Verslues & Associates
1982 to present - Anco Testing Laboratory, Inc.
Experience with Anco includes the following.
1.) Soils Testing - Supervision of backfill operations, compaction, in-place density
and moisture content control.
2.) Concrete Supervision
a. General on-.site concrete supervision
b. Compressive and flexural strength testing
3.) Asphalt
a. Qualification 'of Aggregate
b. Job Mix Formula
c. General plant and site supervision
4.) Structural' Steel Inspection
a. Inspection of high strength bolted connections - shop and field
b. Welder Qualification
c. Weld Inspection
Mr. Menke is of good character, honest and dependable, and capable of maintaining
full-time quality control of soil , concrete, and asphalt phases of any given project.
Should additional information be required, please advise.
FOAM C
1552 SOUTH TES�' 14 TORY, INQ/2921 EAST McCARTY JEFFERSON E SQN CITY MO 65101 63157 314-634-7070
EMPLOYEE QUALIFICATION LETTER
:Name: John E: Kemp Residence: Arnold, Missouri
Age: 44 years Education: Twelfth Grade,
Two. Years Basic Engineering
Experience: Nineteen Years - Construction Materials Testing
October 1955 to present - Senior Technician - Anco Testing. Laboratory, Inc.
Experience with Anco includes 'the following.
1.) Soils Testing - Supervision of backfill operations, compaction, in-place density .
and moisture content control.
2.) Concrete Supervision
a. General on-site concrete supervision
b. ' Co.iapressive and flexural strength testing
3.) Asphalt
a, Qualification ,of Aggregate
by Job Mix Formula
c. General plant and site supervision 1
d: Laboratory analysis of compacted specimens
Mr. Kemp is of good character, honest and dependable, and capable of maintaining
full-time quality control of soil , concrete, and asphalt phases of any. given project.
Should .additional information be required, please advise.
Ah
>r
Fonts c
1552 SOUTH 7TH,P.O.BOX 12223 ST.LOUIS,MO
0 '
TESTINGLABORATORY, INC./2921 EAST M CARTY.JEFFERSON CITY,MO 65101 63157 � 314-634.07070
EMPLOYEE QUALIFICATION LETTER
Name: Herbert Goeller Residence: Route No. 3
Jefferson City, Missouri
Age: 49 years Education: Twelfth Grade
Experience: Eighteen Years - Construction Materials Testing
1957 - 1977 - Missouri State Highway Department - Jefferson City, Missouri
Survey Crew & Inspector for Bridge Construction
1977 - 1980 - Department of Public Works - Jefferson City, Missouri
Supervised Construction of Streets
1980 W 1984 - Jefferson City Housing Authority
Supervised Construction of Streets, Sewers & Buildings
1984 to present - Anco Testing Laboratory, Inc.
Experience with Anco includes the following.
1.) Soils Testing - Supervision of backfill operations, compaction,
in-place density and moisture content control .
2.) Concrete Supervision
a. General on-site concrete supervision
b. Compressive and flexural strength testing
3.) Asphalt
a. Qualification of Aggregate
b. Job Mix Formula
c. General plant and site supervision
4.) Structural Steel Inspection
a. Inspection of high strength bolted connections - shop and field
b. Welder Qualification
c. Weld Inspection
Mr. Goeller is of good character, honest and dependable, and capable of maintaining
full-time quality control of soil, concrete, and asphalt phases of any given project.
Should additional information be required, please advise.